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Backup Documents 10/09/2018 Item #16D 6 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP1 61] TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. 0 �1 **NEW** ROUTING SLIP U StaL2si- itdI e-1 /i3 24C6 "`" ''� Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the �/ exception of the Chairman's signature,draw a line through routingzlines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office wilt) I IC 4. BCC Office Board of County Commissioners c/S/ b\~\\VT) 5. Minutes and Records Clerk of Court's Office )\6- tbk tk PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Melissa Hennig/Parks and Recreation- Phone Number 252-2957 Contact/ Department Conservation Co ier Agenda Date Item was 10/9/18 Agenda Item Number 16.D.6. Approved by the BCC Type of Document Conservation Bank Agreement Number of Original 11 documents needing Attached Documents Attached chairman's signature PO number or account Conservation Easement must be recorded— number if document is 174-178987 to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial Applicable) 1. Does the document require the chairman's original signature? 1,0 2. Does the document need to be sent to another agency for additional signatures? If yes, . provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman,with the exception of most letters,must be reviewed and signed a by the Office of the County Attorney. P�, , 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the document or the final negotiated contract date whichever is applicable. 1 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's , signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip N/A should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 10/l and all changes made during the (� meeting have been incorporated in the attached document. The County Attorney's Q�? Office has reviewed the changes,if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the BCC,all changes directed by the BCC have been made,and the document is ready for the Chairman's signature. I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12 160 6 _ _ County Of Collier CLERK OF THE CIRCU T COURT COLLIER COUNTY CQURTHO"USE 3315 TAMIAMI TRL E STE 102 Crystal K. Kinzel- Clerk off' ircuit Court P.O. BOX 413044 NAPLES,FL 34112-5324 NAPLES,FL 34101-3044 Clerk of Courts • Comptroller • Auditor • Custodian of County Funds October 22, 2018 US Fish & Wildlife Services Supervisory Fish And Wildlife Biologist Attn: Constance L. Cassler, Ph. D. 1339 20th Street Vero Beach, Florida 32960 Re: Pepper Ranch Preserve Bank Agreement, Pepper Ranch Preserve Conservation Easement, Resolution creating Pepper Ranch Preserve Band Endowment Fund, Pepper Ranch Preserve Conservation Band Endowment Fund Trust Agreement, and the Property Assessment and Warranty for Pepper Ranch Preserve Conservation Bank Transmitted herewith are one (1) complete set of originals and one (1) set of signature pages, of the same documents that are for the Board's Records, of the above referenced document for further signatures per your request. As adopted by the Collier County Board of County Commissioners of Collier County, Florida on Tuesday, October 9, 2018, during Regular Session. Please forward the fully executed signature pages that are attached to this letter, a FedEx envelope has been provided for you convience. Very truly yours, CRYSTAL K. KINZEL, CLERK Martha Vergara, DeputyClerk-- Enclosure Phone- (239) 252-2646 Fax- (239) 252-2755 Website- www.CollierClerk.com Email-CollierClerk@collierclerk.com 160 6 County OfCollier CLERK OF THE CIRCUIr`T- COURT COLLIER COUNTY CQURTHOIJ SE 3315 TAMIAMI TRL E STE 102 Crystal K. Kinzel- Clerk��,9f CirctOt Court P.O.BOX 413044 NAPLES,FL 34112-5324 NAPLES,FL 34101-3044 Clerk of Courts • Comptroller • Auditor • Custodian of County Funds November 15, 2018 Conservation Foundation of the Gulf Attn: Debi Osborne 400 Palmetto Avenue Osprey, Florida 34229 Re: Pepper Ranch Preserve Conservation Bank Conservation Easement Transmitted herewith is one (1) certified copy of the recorded easement as referenced above for your records per request, as adopted by the Collier County Board of County Commissioners of Collier County, Florida on Tuesday, October 9, 2018, during Regular Session. Very truly yours, DWIGHT E. BROCK, CLERK Martha Vergara, Deputy Clerk Enclosure Phone- (239) 252-2646 Fax- (239) 252-2755 Website- www.CollierClerk.com Email-CollierClerk@collierclerk.corn 1606 INS T R oeJJL94 OR 5517E PG 3716 RECORDED 11/5/2018 3:00 PM PAGES 28 CLERK OF THE CIRCUIT COURT AND COMPTROLLER COLLIER COUNTY FLORIDA DOC@.70$0.70 REC $239.50 PEPPER RANCH PRESERVE CONSERVATION BANK CONSERVATION EASEMENT THIS PEPPER RANCH PRESERVE CONSER�.TION BANK CONSERVATION EASEMENT ("Conservation Easement") is given this day of 2018, by the Collier County, Florida Board of County Commissioners, a political subdivision of the State of Florida ("Grantor"), whose mailing address is 3299 Tamiami Trail East, Naples, FL 34112 to Conservation Foundation of the Gulf Coast, Inc., a Florida not-for-profit corporation("Grantee"), whose mailing address is 400 Palmetto Avenue, P.O. Box 902, Osprey, FL 34229-0902 (collectively, the Grantor and Grantee may hereinafter be referred to as the "Parties"). As used herein, the term"Grantor"shall include any and all heirs,successors or assigns of the Grantor and all subsequent owners of the Property (as hereinafter defined), and the term "Grantee" shall include any successor or assignee of Grantee. WITNESSETII WHEREAS, the Grantor is the owner in fee simple of certain lands situated in Collier County, Florida, and more specifically described in Exhibit"A"attached hereto and incorporated herein("Property"); and WHEREAS, the Grantee is a nationally recognized not-for-profit that works to protect and conserve the environmental character,biodiversity and natural integrity of Florida land;and WHEREAS, the United States Fish and Wildlife Service ("Service"), an agency within the United States Department of Interior, has jurisdiction over the conservation, protection, restoration,enhancement,and management of fish, wildlife, native plants, and habitat pursuant to various federal laws, including the Endangered Species Act, 16 U.S.C. Section 1531, et seq. ("ESA"), the Fish and Wildlife Coordination Act, 16 U.S.C. Sections 661-666c, the Fish and Wildlife Act of 1956, 16 U.S.C. Section 742(f)et seq.,and other provisions of Federal law; and WHEREAS, the Service maintains that the Property possesses or is capable of possessing ecological and habitat values that benefit endangered, threatened, or other species (collectively"Conservation Values")of great importance to the people of the State of Florida and the United States,including the Puma concolor coryi("Florida panther");and WHEREAS, the Service and Gr ntor have entered into that certain Pepper Ranch Preserve Bank Agreement dated (the "Conservation Instrument"), which Conservation Instrument governs the a ablrslunent of a conservation bank on the Property to provide for the permanent conservation, management and protection of the Conservation Values through the sale or conveyance of conservation credits. The Conservation Instrument, along with its exhibits, is hereby incorporated into this Conservation Easement by this reference;and WHEREAS, Grantor and Grantee acknowledge that this Conservation Easement is critical to the implementation and success of the Conservation Instrument;and WHEREAS, the Grantor, in consideration of the tenns of the Conservation Instrument, agrees to grant and secure to the Grantee a perpetual conservation easement as defined in Section 704.06, Florida Statutes,over the Property. NOW, THEREFORE, in consideration of the above recitals and the mutual covenants, terms, conditions, and restrictions contained herein, together with other good and valuable Od 160 6 consideration, the adequacy and receipt of which are hereby acknowledged, Grantor hereby grants,creates,and establishes a perpetual conservation easement for and in favor of the Grantee upon the Property which shall run with the land and be binding upon the Grantor and shall remain in full force and effect forever. • The scope,nature,and character of this Conservation Easement shall be as follows: 1. Recitals. The recitals hereinabove set forth are true and correct and are hereby incorporated into and made part of this Conservation Easement. 2. Purpose. The purpose of this Conservation Easement is to ensure that the Property shall be protected forever and used as a conservation area, consistent with the Conservation Instrument. The Parties intend that this Conservation Easement will confine the use of the Property to such uses as are consistent with the purpose of this Conservation Easement and the Conservation Instrument. 3. Grantee and the Service's Rights. To carry out the purpose of this Conservation Easement,the Grantor conveys the following rights to Grantee and the Service: a. To enter upon the Property at any time after giving twenty-four(24) hours prior notice to the Grantor or any Management Agreement Manager (as described in the Conservation Instrument) in order to monitor Grantor's compliance with this Conservation Easement and the Conservation Instrument, monitor and survey the Property for use by the Florida panther and otherwise enforce the terms of this Conservation Easement and the Conservation Instrument; b. To enjoin any activity on or use of the Property that is inconsistent with this Conservation Easement and the Conservation Instrument, to require restoration of such areas or features of the Property that may be damaged by any act, failure to act,or any use or activity that is inconsistent with the purposes of this Conservation Easement and to preserve the Conservation • Values of the Property;and c. To preserve, protect and sustain the biological resources and Conservation Values of the Property unless specifically excluded from this Conservation Easement;and d. To enforce the terms,provisions and restrictions of this Conservation Easement. 4. Prohibited Use. Unless expressly authorized by and in accordance with the Conservation Instrument,or as reserved in paragraph 5 of this Conservation Easement,or as deemed necessary by the mutual written consent of the Parties, to successfully achieve the desired goals of the Conservation Instrument,the following activities are prohibited on the Property: a. Construction, reconstruction or placement of any road, sign, billboard or other advertising,utilities or any other building or structure on or above the ground; b. Dumping or placing of soil or other substance or material as landfill, or dumping of trash,waste,biosolids or unsightly or offensive materials; c. Removal or destruction of trees,shrubs,or other vegetation; d. Excavation, dredging, or removal of loam, peat, gravel, soil, rock or other material substance in such manner as to affect the surface; Y 160 6 e. Mineral exploration,excavation,draining or dredging; f. Surface use except for purposes that permit the land or water areas to remain in their existing natural conditions; g. Activities detrimental to drainage, flood control, water conservation, erosion control, soil conservation,or fish and wildlife habitat preservation including, but not limited to, ditching, diking and fencing; h. Acts or uses detrimental to such aforementioned retention of land or water areas in their existing natural condition; i. Acts or uses detrimental to the preservation of the structural integrity or physical appearance of sites or properties on the Property having historical, architectural, archaeological, or cultural significance; j. Alteration of the general topography of the Property; k. Planting,introduction or dispersal of exotic plant or animal species; 1. Commercial or industrial uses;and m. Manipulation,impoundment or alteration of any natural watercourse, body of water or water circulation on the Property. 5. Grantor's Reserved Rights. Grantor reserves unto itself, its successors and assigns, and all successor owners of the Property or any portion thereof: a. All rights accruing from its ownership of the Property, including the right to engage in or to permit or invite others to engage in all uses of the Property that are neither expressly prohibited herein, inconsistent with the purpose of this Conservation Easement and the Conservation Instrument nor likely to negatively impact Conservation Values or the quality of the Property as Florida panther habitat. b. The right to conduct activities on the Property, including, but not limited to, maintenance and monitoring activities,as set forth in the Conservation Instrument. c. The right to maintain historical drainage on the Property in accordance with the Conservation Instrument. d. The right to hunt, fish, travel upon, and recreate upon the Property in accordance with the Conservation Instrument. e. The right to graze cattle upon the Property in accordance with the Conservation Instrument and this Conservation Easement. 6. Grantee and the Service's Duties. Neither Grantee nor the Service shall unreasonably interfere with Grantor or its invitees,guests,and agents' use and quiet enjoyment of the Property. Grantee and Service agree that neither Grantor nor any affiliate, subsidiary or other related party of Grantor shall be liable for or obligated for any liability, penalty, cost, loss, damage, expense, Cl , 1606 cause of action,claim,demand,or judgment arising from or in any way connected with Grantee's or Service's conduct and/or negligence on or about the Property pursuant to this paragraph. The Grantee further agrees to provide the Service with annual Conservation Easement monitoring reports as described in Exhibit"D"of the Conservation Instrument. 7. Grantor's Duties. Grantor shall undertake all reasonable actions to prevent the unlawful entry and trespass upon the Property by persons whose activities may degrade or harm the Property or the Conservation Values of the Property. The Grantor also shall be responsible for control of public access to the Property through measures including,but not limited to,the gating and locking of access points and the marking of entry points with no trespassing signs. As more specifically set forth in Paragraph 22 below, Grantor shall be responsible for the funding of the payment of all costs and expenses relating to the Property.The funding of the foregoing costs and expenses will come from the Pepper Ranch Preserve Conservation Bank Endowment Fund Trust, which has been established by Grantor and more particular defined in the Pepper Ranch Preserve Conservation Bank Endowment Fund Trust Agreement("Trust Agreement"). Within a reasonable period following a written request from Grantee,Grantor shall provide Grantee with any reports, studies,plans,and other documents related to the Property and in Grantor's possession. 8. No Dedication.No right of access, ingress,or egress by the general public to any portion of the Property is conveyed by this Conservation Easement. 9. Obligations of Ownership. Grantor retains all responsibilities and all obligations related to the ownership, operation, upkeep, and maintenance of the Property. Grantor shall keep the Property free of any liens arising out of any work performed for, materials furnished to, or obligations incurred by Grantor.Grantor shall pay before delinquency all taxes,assessments,fees, and charges of whatever description levied on or assessed against the Property by competent authority, and shall furnish Grantee and the Service with satisfactory evidence of payment upon written request. Grantor remains solely responsible for obtaining any applicable permits and approvals required for any activity or use permitted on the Property by this Conservation Easement, and any such activity or use shall be undertaken in accordance with all applicable federal,state,local and administrative agency laws,statutes,ordinances,rules,regulations,orders and requirements. 10. Enforcement.Grantee and/or the Service have the right to enforce the terms,provisions and restrictions of this Conservation Easement. Any forbearance on behalf of Grantee or the Service to exercise its right of enforcement hereunder shall not be deemed or construed to be a waiver of either of their rights hereunder. 11. Remedies for Violation and Corrective Action. If Grantee, Grantor or the Service determines there is a violation of the terms of this Conservation Easement or that a violation is threatened, written notice of such violation and a demand for corrective action sufficient to cure the violation shall be given to the putative violator as well as to the Service.In any such instance, measures to cure the violation shall be reviewed and approved by the Service.If a violation is not cured within thirty(30)days after receipt of written notice and demand,or if the cure reasonably requires more than thirty (30) days to complete and there is failure to begin the cure within the 30-day period or to continue diligently to complete the cure,Grantee,Grantor or the Service may bring an action at law or in equity in a court of competent jurisdiction to enforce compliance with the terms of this Conservation Easement or the Conservation Instrument,to recover any damages to which Grantee, Grantor or the Service may be entitled for violation of the terms of this Conservation Easement or for any damage to the Conservation Values of the Property or for other equitable relief, including, but not limited to, the restoration of the Property to the condition in L) 1606 which it existed prior to the violation or damage. Without limiting the violator's liability, any damages recovered may be applied to the cost of undertaking any corrective action on the Property. 12. Acts Beyond Grantor's Control.Nothing contained in this Conservation Easement shall be construed to entitle Grantee or the Service to bring any action against Grantor for any injury to or change in the Property resulting from natural causes beyond Grantor's control, including, without limitation, fire, flood, storm and earth movement or from any necessary action taken by Grantor under emergency conditions to prevent, abate or mitigate significant injury to the Property or to persons resulting from such causes. 13. Hold Harmless. Grantor shall hold harmless, indemnify, and defend Grantee and its members, directors, officers, employers, agents and contractors and the heirs, personal representatives, successors, and assigns of each of them (collectively "Indemnified Parties") from and against all liabilities, penalties, costs, losses, damages, expenses, causes of action, claims, demands, orders, liens or judgments, including, without limitation, reasonable attorney's fees, arising from or in any way connected with: (a) injury to or the death of any person, or physical damage to any property, resulting from any act, omission, condition or other matter related to or occurring on or about the Property, regardless of cause,unless due to the negligence of any of the Indemnified Parties; (b) Grantor's obligations specified in this Conservation Easement; and (c) the obligations, covenants, representations, and warranties of this Conservation Easement relating to Paragraph 9 of this Conservation Easement. 14. No Hazardous Materials Liability. Grantor represents and warrants that it has no knowledge of any release or threatened release of hazardous materials in, on, under, about or affecting the Property. Without limiting the obligations of Grantor as otherwise provided in this Easement, Grantor agrees to indemnify, protect and hold harmless the Indemnified Parties, as defined in Paragraph 13,against any and all claims arising from or connected with any hazardous materials present,released in, on, from, or about the Property at any time, of any substance now or hereafter defined, listed, or otherwise classified pursuant to any federal, state, or local law, regulation, or requirement as hazardous, toxic, polluting, or otherwise contaminating to the air, water, or soil, or in any way harmful or threatening to human health or the environment, unless caused solely by any of the Indemnified Parties. 15. Assignment. Grantee will hold this Conservation Easement exclusively for conservation purposes and for the purpose set forth in Paragraph 2 of this Conservation Easement. Grantee will not assign its rights and obligations under this Conservation Easement except to another organization or entity qualified to hold such interests under the applicable state and federal laws and committed to hold this Conservation Easement exclusively for the purposes set forth herein. Grantee may not assign this Conservation Easement without written consent of Grantor and the Service. 16. Subsequent Property Transfer. Grantor agrees to either refer to this Conservation Easement or, alternatively, incorporate the terms of this Conservation Easement in any deed or other legal instrument by which Grantor divests itself of any interest in all or a portion of the Property, including, without limitation, a leasehold interest. Upon transfer of the Property, or a portion thereof, to any non-public agency (a "Transfer"), Grantor agrees to pay to Grantee at closing a transfer fee of one percent(1%)of the total sale price or consideration under a Transfer. This transfer fee shall be used for purposes consistent with Grantee's mission including but not limited to habitat restoration and legal defense. Any document of conveyance shall expressly refer to this Conservation Easement. Grantor further agrees to give Grantee and the Service 1606 written notice of the intent to transfer any interest at least thirty(30)days prior to the date of such transfer. Grantee or the Service shall have the right to prevent subsequent transfers in which prospective subsequent claimants or transferees are not given notice of the terms, covenants, conditions and restrictions of this Conservation Easement or whenever a subsequent Property transfer will result in a merger of the Conservation Easement and the Property in a single Property owner(thereby extinguishing the Conservation Easement) if no method or mechanism deemed adequate to preserve, protect and sustain the Property in perpetuity has been established. The failure of Grantor to perform any act required by this section shall not impair the validity of this Conservation Easement or limit its enforcement in any way. 17. Severability.If any provision of this Conservation Easement or the application thereof to any person or circumstances is found to be invalid, the remainder of the provisions of this Conservation Easement shall not be affected thereby as long as the purpose of the Conservation Easement is preserved. 18. Recordation. Grantor shall record this Conservation Easement in timely fashion in the Official Records of Collier County, Florida, and shall re-record it at any time Grantee may require to preserve its rights. Grantor shall pay all recording costs and taxes necessary to record this Conservation Easement in the public records. Grantor will hold Grantee harmless from any recording costs or taxes necessary to record this Conservation Easement in the public records. 19. Modifications. This Conservation Easement may be amended, altered, released or revoked only by written agreement between the Parties hereto or their heirs, assigns or successors-in-interest and with written approval of the Service. Any such modification shall be consistent with the purposes of this Conservation Easement and the Conservation Instrument and shall not affect the perpetual duration of this Conservation Easement.The Grantee shall promptly record any written modification in the public records of Collier County, Florida and thereafter promptly provide a conformed copy of the recorded modification to the Grantor and to the Service. 20. Written Notice. All notices, consents, approvals or other communications hereunder shall be in writing and delivered personally or sent by facsimile or by a recognized overnight delivery service. Notice by either of the previous methods shall be deemed given upon delivery. Notice also may be sent by United States mail, certified, return receipt requested and postage prepaid. Such notice shall be deemed given five(5) days after deposit in the United States mail. Notice shall be addressed as follows or to such other address as either Party or the Service may from time to time specify in writing: To Grantor: Collier County Board of County Commissioners 3299 Tamiami Trail East Naples,Florida 34112 Telephone number: (239)252-2957 Fax number: (239)252-6720 To Grantee: Conservation Foundation of the Gulf Coast,Inc. 400 Palmetto Avenue P.O.Box 902 Osprey,Florida 34229-0902 Telephone number: (941)918-2100 Facsimile: (941)918-2103 160 6 To the Service: Field Supervisor United States Fish and Wildlife Service South Florida Ecological Services Office 1339 20"'Street Vero Beach,Florida 32960-3559 Facsimile: (772)562-4288 21. Subordination of Liens. Grantor hereby covenants with said Grantee that Grantor is lawfully seized of said Property in fee simple; that the Property is free and clear of all encumbrances that are inconsistent with the terms of this Conservation Easement; that all mortgages and liens on the Property, if any, have been subordinated to this Conservation Easement; that Grantor has good right and lawful authority to convey this Conservation Easement; and that Grantor hereby fully warrants and defends the title to the Conservation Easement hereby conveyed against the lawful claims of all persons whomsoever. 22. Funding. Funding for the management, maintenance, and monitoring activities required to occur on the Property pursuant to this Conservation Easement and the Conservation Instrument shall come from the Pepper Ranch Preserve Conservation Bank Endowment Fund Trust, a perpetual trust,and by any other means specified in the Conservation Instrument. 23. No Merger or Release. This Conservation Easement provides specific and substantial rights to the Service as provided herein and in accordance with other agreements between the Grantor and the Service. These rights, among other things, prohibit the release or assignment of the rights, obligations and encumbrances established by this Conservation Easement in any fashion, except upon written approval of the Service. It is the intent of the Grantor, the Grantee and the Service that this Conservation Easement shall be a covenant running with title to the Property and that this Conservation Easement shall be binding upon subsequent owners of the Property. The Parties covenant and agree that this Conservation Easement may not be assigned, terminated or released in any manner or fashion without the consent and written agreement of the Service. In the event that the Grantor or any subsequent owner of the Property shall convey fee title to the Property to the Grantee or to any successor of the Grantee, the Parties expressly covenant and agree that this Conservation Easement shall not be terminated or extinguished by operation of law pursuant to the doctrine of merger or any similar or dissimilar doctrine or rule of law. 24. Management. Grantor hereby covenants that the management of the Property shall be undertaken either by Grantor directly or by another party as provided in the Conservation Instrument. If management is to be undertaken by another party, Grantor must obtain that party's consent to undertake the management and provide payment to that party in accordance with the Trust Agreement. 25. Preserving Perpetual Rights. Grantor shall insert the terms and restrictions of the Conservation Easement in any subsequent deed or other legal instrument by which Grantor divests itself of any interest in the Property. Grantor must record a notice of conservation easement once during the 30 year period beginning with the date of this Conservation Easement and each 30 year period thereafter. Grantor must record the notice and provide a copy of the recorded notice to Grantee and the Service between the 28th and 29th year of each 30 year period. The notice must satisfy the requirements of Florida Statute Sections 704.06 and 712.06. 16136 TO HAVE AND TO HOLD unto Grantee forever. The covenants, terms, conditions, restrictions, and purposes imposed with this Conservation Easement shall be binding upon Grantor and its successors in interest and shall continue as a servitude running in perpetuity with the Property. IN WITNESS WHEREOF,Grantor has hereunto set its authorized hand this day of �ca1j�,r ,20 f d. GRANTOR: Attest: BOARD OF C" OUNTY C M SSIONERS CRYSTAL K..KINZEL, CLERK COLLIER COUNTY By:, (\ -- Deputy Cl (e3 L� G :•} 21 i';';:_'r:t Andy Solij,Chairman Approved as to fbrtn and lega ty: • Date: (0 Jenny er A. Belpe t • Assistant County At t C*'"46, STATE OF FLORIDA COUNTY OF COLLIER ,L /� acknowledgedy V �,,`� The foregoinginstrument was before me this day of 0 C/�c 20 by Andy Solis, as Chairman of the Collier County Board of County Commissioners, on behalf thereof. She is personally known to me. Notary Public,State of Florida Print Name: My Commission Expires: 160 6 GRANTEE'S ACCEPTANCE Conservation Foundation of the Gulf Coast, Inc., as Grantee herein, hereby accepts and agrees to the conditions of the foregoing Conservation Easement. CONSERVATION FOUNDATION OF THE GULF COAST, INC., a Florida not-for-profit corporation.. / By: LAVI(ler‘ . �' LJ'�-- _ Title: ?ram 1 C LE u. Date: 0 //W Approved as to form and legal sufficiency: Print Name: l C WNW' t• Gvtr tent Title: 17C M elf Approval and Acceptance by Third Party: U.S. Fish and Wildlife Service Ve Be , • a Field Office , ICanna Hinman,Field Supervisor h Flnri, Fr•nIe jir• l SP ii PC ffira Date: I D 1 ? \ 1 040 1606 THIS PAGE INTENTIONALLY LEFT BLANK 160 6 EXHIBIT"A" LEGAL DESCRIPTION OF PROPERTY 1606 THIS PAGE INTENTIONALLY LEFT BLANK 1606 Stantec 3200 Bailey Lane,Suite 200,Naples,FL 34105 Legal Description Of part of Sections 22, 26, 27, 28, 33 and 35, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation North Easement) All that portion of Sections 22, 26, 27, 28, 33, and 35, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Northeast corner of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the east line of said Section 27, South 01°10'11" East 1,451.36 feet; Thence leaving said line, North 89°01'24" East 2,641.46 feet; Thence South 01°09'15" East 7.19 feet; Thence South 00°29'45" East 515.68 feet; Thence South 87°41'04"West 434.44 feet; Thence South 15°34'37"West 476.50 feet; Thence South 55°58'23" East 619.80 feet; Thence South 04°46'34" East 1,121.80 feet; Thence South 01°09'15" East 1,471.58 feet; Thence North 79°08'10" East 177.54 feet; Thence North 88°51'15" East 2,095.54 feet; Thence 530.90 feet along the arc of a circular curve concave Southwest having a radius of 336.69 feet through a central angle of 90°20'40" and being subtended by a chord which bears South 45°58'25" East 477.58 feet; Thence South 00°48'05" East 1,825.70 feet; Thence 171.61 feet along the arc of a circular curve concave East having a radius of 485,73 feet through a central angle of 20°14'33" and being subtended by a chord which bears South 10°55'22" East 170.72 feet to a point on the East line of Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along the East line of said Section 35, South 00°48'05" East 78.64 feet; Thence leaving said line, South 88°54'25"West 1,990.68 feet; Thence North 70°49'52"West 54.03 feet; Thence North 77°28'40"West 14.99 feet; Thence North 54°28'40"West 41.97 feet; Thence North 37°25'14"West 34.79 feet; Thence North 45°00'58" West 20.70 feet; Thence North 70°21'23"West 24.18 feet; Thence North 51°51'31"West 28.95 feet; Thence North 34°55'50"West 18.51 feet; Thence North 33°42'20"West 24.72 feet; Thence North 77°28'40"West 17.60 feet; Thence North 69°27'17"West 13.90 feet; Thence North 75°58'18"West 20.12 feet; Thence North 74°03'45"West 11.84 feet; Thence North 29°45'34" West 13.11 feet; Thence North 21°48'42"West 8.75 feet; Thence North 45°01'00"West 19.78 feet; 1606 Stantec Thence North 74°03'47"West 22.23 feet; Thence North 52°08'26"West 31.99 feet; Thence North 32°01'08" West 29.84 feet; Thence North 23°58'24" West 16.01 feet; Thence North 32°29'12" West 21.20 feet; Thence North 32°01'10" West 15.34 feet; Thence North 80°32'31" West 9.89 feet; Thence North 25°01'47"West 26.91 feet; Thence North 21°02'53" West 28.82 feet; Thence North 54°28'37" West 29.25 feet; Thence North 45°00'58"West 29.89 feet; Thence North 59°45'27"West 22.59 feet; Thence North 56°19'28"West 29.32 feet: Thence North 45°00'59"West 34.49 feet; Thence North 57°16'45"West 33.25 feet; Thence North 74°03'46"West 58.86 feet; Thence North 75°58'18"West 26.82 feet; Thence North 72°15'51"West 42.69 feet; Thence North 69°27'18"West 27.79 feet; Thence North 45°00'56" West 28.97 feet; Thence North 74°03'46" West 49.73 feet; Thence North 69°41'15" West 43.08 feet; Thence North 35°00'28" West 37.31 feet; Thence North 85°14'19" West 19.59 feet; Thence North 76°46'01"West 28.40 feet; Thence North 45°00'55"West 16.10 feet; Thence North 39°49'20"West 12.70 feet; Thence North 30°58'38"West 28.44 feet; Thence North 61°34'15"West 44.39 feet; Thence North 11°19'03"West 8.29 feet; Thence North 72°29'00"West 32.40 feet; Thence North 68°12'32"West 17.52 feet; Thence North 60°57'33" West 16.74 feet; Thence North 26°34'41" West 21.81 feet; Thence North 21°32'48" West 23.90 feet; Thence North 09°28'06" West 9.89 feet; Thence North 08°07'58" West 11.49 feet; Thence North 06°20'40"West 14.72 feet; Thence North 36°53'06"West 8.13 feet; Thence North 33°42'14"West 5.86 feet; Thence North 12°32'06"West 14.99 feet; Thence North 07°07'47" West 13.11 feet; Thence North 18°26'36"West 10.28 feet; Thence North 00°00'00" East 11.38 feet; Thence North 14°02'44"West 18.77 feet; Thence North 33°42'14"West 36.49 feet; Thence North 50°12'34"West 24.10 feet; Thence North 69°27'17"West 21.47 feet; Thence North 63°26'50"West 14.55 feet; Thence North 50°12'38"West 12.70 feet; Thence North 38°40'27"West 10.41 feet; 3 2 1606 Stantec Thence North 69°27'20"West 13.90 feet; Thence North 65°34'05" West 19.65 feet; Thence North 56°19'28" West 5.86 feet; Thence North 63°26'50" West 14.55 feet; Thence North 82°52'46" West 13.11 feet; Thence North 73°18'36"West 16.98 feet; Thence North 90°00'00"West 13.01 feet; Thence North 68°12'32"West 8.76 feet; Thence North 45°00'59" West 11.88 feet; Thence South 78°41'44"West 17.97 feet; Thence North 82°52'41" West 13.11 feet; Thence North 49°24'51"West 14.99 feet; Thence North 41°12'07" West 17.28 feet; Thence North 60°16'09" West 13.11 feet; Thence North 45°01'00"West 13.80 feet; Thence North 90°00'00"West 29.28 feet; Thence North 81°15'30"West 21.39 feet; Thence North 35°33'18" West 21.76 feet; Thence North 81°15'31"West 33.28 feet; Thence North 75°58'15"West 13.41 feet; Thence North 26°34'35" West 10.00 feet; Thence North 68°12'32"West 37.22 feet; Thence North 90°00'00"West 6.51 feet; Thence North 59°45'27" West 22.59 feet; Thence South 78°41'41" West 8.29 feet; Thence North 90°00'00"West 16.26 feet; Thence North 82°24'34" West 31.40 feet; Thence South 81°52'29"West 17.85 feet; Thence North 90°00'00"West 21.14 feet; Thence North 81°52'29"West 11.50 feet; Thence North 77°00'43"West 21.70 feet; Thence North 79°42'06"West 18.18 feet; Thence South 82°52'46"West 13.11 feet; Thence North 90°00'00"West 13.01 feet; Thence North 73°18'36"West 16.98 feet; Thence North 78°41'41" West 8.29 feet; Thence North 66°48'46" West 12.39 feet; Thence North 66°02'59" West 35.65 feet; Thence North 84°17'35" West 17.93 feet; Thence North 83°39'49"West 14.73 feet; Thence North 77°54'40"West 23.29 feet; Thence North 74°45'13"West 24.72 feet; Thence North 90°00'00" West 23.31 feet; Thence South 77°28'40"West 14.99 feet; Thence North 81°52'25"West 11.50 feet; Thence North 74°45'11" West 18.54 feet; Thence North 81°15'30" West 28.11 feet; Thence South 84°48'32" West 29.26 feet; Thence North 78°41'49"West 8.29 feet; Thence North 74°02'39" West 19.65 feet; Thence North 56°19'28" West 18.49 feet; 3 r, 160 6 (�l Stantec Thence South 78°41'49"West 10.85 feet; Thence North 63°26'54" West 16.62 feet; Thence South 78°41'41"West 8.42 feet; Thence North 75°58'17"West 29.80 feet; Thence North 81°52'27"West 23.00 feet; Thence North 90°00'00"West 32.53 feet; Thence North 83°39'45"West 14.73 feet; Thence North 71°34'34"West 10.29 feet; Thence North 90°00'00"West 27.65 feet; Thence South 78°41'49"West 8.29 feet; Thence North 85°36'15"West 21.21 feet; Thence North 69°27'17"West 27.79 feet; Thence North 90°00'00"West 9.76 feet; Thence North 71°34'34"West 5.14 feet; Thence North 59°03'01" West 13.55 feet; Thence North 75°58'15"West 24.91 feet; Thence North 63°26'51" West 18.18 feet; Thence North 53°08'49" West 8.13 feet; Thence North 71°34'28"West 10.29 feet; Thence North 68°12'32" West 16.84 feet; Thence North 83°39'50" West 31.72 feet; Thence North 75°58'09"West 6.71 feet; Thence North 84°48'32" West 17.96 feet; Thence North 80°32'37" West 9.89 feet; Thence North 80°32'31" West 16.82 feet; Thence South 75°58'22"West 24.81 feet; Thence North 90°00'00"West 8.13 feet; Thence South 81°52'24"West 11.50 feet; Thence North 90°00'00"West 8.13 feet; Thence South 69°27'17"West 13.90 feet; Thence South 77°28'40"West 14.99 feet; Thence South 71°34'30"West 15.43 feet; Thence South 80°32'29'West 9.89 feet; Thence South 63°26'57"West 14.55 feet; Thence South 64°59'42" West 26.92 feet; Thence South 74°03'47" West 11.84 feet; Thence South 59°03'01"West 18.96 feet; Thence South 84°17'31" West 16.35 feet; Thence South 85°36'15" West 21.21 feet; Thence North 90°00'00"West 32.53 feet; Thence North 83°39'50" West 14.73 feet; Thence North 71°34'28"West 10.29 feet; Thence North 77°28'40" West 14.99 feet; Thence North 00°00'00" East 1.63 feet; Thence North 88°23'04"West 20.02 feet; Thence South 81°52'28"West 16.75 feet; Thence South 86°11'17"West 35.61 feet; Thence South 64°48'40"West 22.25 feet; Thence South 66°48'46"West 9.02 feet; Thence South 41°12'06"West 19.64 feet; Thence South 75°58'16"West 2.54 feet; 4 1606 Stantec Thence West 16.58 feet, Thence South 69°27'16"West 16.19 feet; Thence South 74°03'47"West 22.42 feet; Thence South 78°41'46"West 6.04 feet; Thence South 69°27'15"West 10.12 feet; Thence North 90°00'00"West 18.95 feet; Thence South 45°00'58"West 5.02 feet; Thence South 63°26'51"West 7.94 feet; Thence South 66°02'58"West 11.66 feet; Thence South 80°32'34"West 7.20 feet; Thence South 66°48'46"West 9.02 feet; Thence South 68°12'35"West 6.38 feet; Thence North 90°00'00"West 4.74 feet; Thence South 63°26'51"West 1.99 feet; Thence South 73°18'34"West 21.64 feet; Thence South 80°32'34"West 7.20 feet; Thence West North 90°00'00"4.74 feet; Thence South 75°58'17"West 4.88 feet; Thence South 14°02'38"West 4.88 feet; Thence South 63°26'51"West 8.94 feet; Thence South 84°17'34"West 22.40 feet; Thence South 51°21'21"West 20.36 feet; Thence South 50°12'36"West 9.25 feet; Thence South 59°03'01"West 16.32 feet; Thence South 74°03'47"West 21.16 feet; Thence South 75°58'16"West 14.32 feet; Thence North 84°48'30"West 12.21 feet; Thence North 82°52'44" West 9.55 feet; Thence North 85°55'00"West 16.62 feet; Thence South 71°34'28" West 7,49 feet; Thence South 74°45'11"West 22.51 feet; Thence South 53°08'44"West 9.87 feet; Thence South 69°27'16"West 10.12 feet; Thence South 72°54'22"West 16.11 feet; Thence North 90°00'00"West 46.59 feet; Thence South 69°27'15"West 13.49 feet; Thence North 90°00'00"West 17.77 feet; Thence South 75°58'17"West 4.88 feet; Thence South 83°39'48"West 10.73 feet; Thence North 90°00'00"West 18.95 feet; Thence South 62°50'06"West 20.88 feet to a point on the East line of Section 34, Township 46 South, Range 28 East, Collier County, Florida; Thence along said East line, North 01°10'38"West 1,369.12 feet to the Northeast corner of said Section 34; Thence along the North line of said Section 34, in the following 2 (two) courses: 1. South 89°32'22"West 2,635.27 feet; 2. South 89°34'45"West 2,640.41 feet to the Northwest corner of said Section 34; Thence along the West line of said Section 34, South 00°27'07" East 220.66 feet; Thence leaving said line,West 207.03 feet; Thence South 88°13'20"West 31.02 feet; Thence South 84°34'04"West 32.72 feet; 5 160 6 Stantec Thence South 80°49'16"West 32.72 feet; Thence South 77°04'04" West 32.72 feet; Thence South 73°19'13" West 32.72 feet; Thence South 69°34'05"West 32.72 feet; Thence South 65°49'11"West 32.72 feet; Thence South 62°04'14"West 32.72 feet; Thence South 58°19'10"West 18.06 feet; Thence South 89°44'17" West 7.31 feet; Thence North 90°00'00" West 40.66 feet; Thence South 36°51'00"West 21.40 feet; Thence South 05°11'30"West 29.34 feet; Thence South 47°04'07" West 34.13 feet; Thence South 43°19'07" West 32.72 feet; Thence South 39°34'14"West 36.31 feet; Thence South 35°58'28"West 305.44 feet; Thence South 34°57'22" West 17.72 feet; Thence South 32°04'10" West 32.72 feet; Thence South 28°19'19" West 32.72 feet; Thence South 24°34'06"West 32.72 feet; Thence South 20°49'05" West 38.61 feet; Thence South 16°32'34" West 110.84 feet; Thence South 13°19'05" West 35.16 feet; Thence South 09°34'09"West 32.72 feet; Thence South 05°56'21"West 10.46 feet; Thence North 87°40'21" West 69.09 feet; Thence North 83°38'36"West 4.18 feet: Thence South 54°27'33"West 0.48 feet; Thence North 87°40'21" West 48.58 feet; Thence North 86°49'35" West 40.20 feet; Thence South 58°00'26"West 1.05 feet; Thence.North 87°40'21" West 463.62 feet; Thence North 50°12'30"West 12.42 feet; Thence South 59°02'48"West 13.77 feet; Thence North 87°40'21"West 40.95 feet; Thence North 45°00'00"West 13.00 feet; Thence South 75°22'16"West 15.24 feet; Thence South 75°23'29"West 15.00 feet; Thence North 87°40'21"West 61.92 feet; Thence North 74°03'52" West 4.81 feet; Thence North 69°25'46"West 11.19 feet; Thence South 71°32'28"West 13.07 feet; Thence North 87°40'21" West 149.05 feet; Thence North 02°44'46"West 22.99 feet; Thence North 02°11'52"West 34.08 feet; Thence North 01°58'56"West 4.42 feet; Thence North 02°37'38" East 522.70 feet; Thence North 09°40'05" East 197.26 feet; Thence North 04°29'02" East 174.48 feet; Thence North 10°12'57"West 135.89 feet; Thence North 50°04'16"West 100.64 feet; Thence North 77°04'03" East 29.80 feet; ��` 6 160 6 Stantec Thence North 73°19'10" East 32.72 feet; Thence North 69°34'14" East 32.72 feet; Thence North 65°49'07" East 32.72 feet; Thence North 62°04'15" East 32.72 feet; Thence North 58°19'06" East 32.72 feet; Thence North 54°34'11" East 32.72 feet; Thence North 50°49'06" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39°43'52" East 29.52 feet; Thence North 50°50'25" East 34.91 feet; Thence North 48°59'07" East 139.11 feet; Thence North 47°04'13" East 29.89 feet; Thence North 88°01'00" East 64.65 feet; Thence North 89°02'05" East 43.18 feet; Thence North 89°01'56" East 0.48 feet; Thence North 89°01'57" East 0.84 feet; Thence North 89°00'52" East 43.73 feet; Thence North 85°56'06" East 74.09 feet; Thence North 88°55'03" East 41.72 feet; Thence North 88°54'41" East 40.52 feet; Thence North 90°00'00" East 82.19 feet; Thence North 87°13'27" East 30.98 feet; Thence North 87°04'18" East 29.43 feet; Thence North 71°14'23" East 39.83 feet; Thence North 55°50'28" East 25.49 feet; Thence North 31°00'36" East 26.43 feet; Thence North 17°08'05" East 33.12 feet; Thence North 01°09'47" East 36.95 feet; Thence North 04°30'31" West 86.27 feet; Thence North 03°09'26"West 33.94 feet; Thence North 03°09'43"West 61.96 feet; Thence North 05°50'02"West 66.72 feet; Thence North 00°42'09"West 32,33 feet; Thence North 00°42'45"West 27.99 feet; Thence North 03°20'41"West 28.58 feet; Thence North 03°21'16"West 10.02 feet; Thence North 06°35'45" West 39.42 feet; Thence North 03°45'45"West 34.76 feet; Thence North 04°44'22"West 20.99 feet; Thence North 04°44'16"West 0.19 feet; Thence North 04°45'08"West 15.17 feet; Thence North 09°38'54"West 25.32 feet; Thence North 09°37'56"West 6.91 feet; Thence North 88°44'42" East 1.40 feet; Thence North 18°48'39"West 48.43 feet; Thence North 16°56'58"West 28.42 feet; Thence North 20°06'22" West 32.89 feet; Thence North 18°26'05"West 16.73 feet; Thence North 14°01'42" West 21.77 feet; Thence North 08°46'45"West 29.73 feet; 7 c,� 1 6 tJ 6 (v Stantec Thence North 06°28'51" West 26.54 feet; Thence North 04°07'04" West 31.77 feet; Thence North 02°02'13" East 43.02 feet; Thence North 04°39'28" East 46.16 feet; Thence North 02°06'26" West 23.13 feet; Thence North 02°04'56" West 17.70 feet; Thence North 01°33'45" East 24.82 feet; Thence North 01°33'12" East 30.14 feet; Thence North 01°33'30" West 110.16 feet; Thence North 08°31'23"West 45.76 feet; Thence North 04°37'44" West 46.91 feet; Thence North 06°39'43"West 58.46 feet; Thence North 08°04'49" West 32.19 feet; Thence North 04°55'41" West 52.82 feet; Thence North 05°02'40"West 34.08 feet; Thence North 14°22'43"West 30.45 feet; Thence North 24°09'36"West 31.30 feet; Thence North 26°04'41° West 39.41 feet; Thence North 24°23'05" West 28.59 feet; Thence North 26°44'17"West 27.43 feet; Thence North 09°12'13" West 28.29 feet; Thence North 05°18'48" East 24.23 feet; Thence North 18°41'30" East 1.77 feet; Thence South 85°19'19"West 31.60 feet; Thence North 83°20'11"West 64,60 feet; Thence North 80°31'58"West 25.34 feet; Thence North 58°21'36"West 12.72 feet; Thence North 53°50'30"West 43.25 feet; Thence North 32°46'22" East 34.25 feet; Thence North 10°43'16" East 24.43 feet; Thence North 05°24'31" West 23.53 feet; Thence North 42°22'14" West 25.14 feet; Thence North 69°10'27"West 16.54 feet; Thence North 64°10'08"West 25.38 feet; Thence North 36°48'47" West 14.75 feet; Thence North 30°57'15"West 12.90 feet; Thence North 53°32'30"West 24.71 feet; Thence North 42°13'19" West 21.94 feet; Thence North 33°38'37"West 21.25 feet; Thence North 45°09'00" West 24.57 feet; Thence North 62°38'50" West 37.64 feet, Thence North 66°53'50" West 28.03 feet; Thence North 78°13'51" West 18.07 feet; Thence North 67°29'34"West 13.56 feet; Thence North 62°16'37" West 17.47 feet; Thence North 54°05'21" West 20.03 feet; Thence North 57°00'48"West 21.33 feet; Thence North 73°58'56" West 21.98 feet; Thence South 87°20'46"West 16.24 feet; Thence North 90°00'00"West 19.15 feet; Thence North 76°28'09"West 18.97 feet; 8 Stantec Thence North 78°06'33" West 14.30 feet; Thence North 90°00'00"West 19.16 feet; Thence North 87°29'57"West 16.96 feet; Thence North 83°10'54"West 31.16 feet; Thence North 73°51'03"West 13.30 feet; Thence North 73°50'05" West 15.85 feet; Thence North 74°25'11"West 19.10 feet; Thence North 70°53'37" West 17.97 feet; Thence North 72°59'30" West 17.70 feet; Thence North 75°37'04" West 32.71 feet; Thence North 77°49'14" West 27.88 feet; Thence North 71°34'43" West 32.62 feet; Thence North 81°52'11"West 26.07 feet; Thence North 68°31'12"West 26.13 feet; Thence North 65°14'37"West 31.62 feet; Thence North 70°23'26"West 35.20 feet; Thence North 65°46'58" West 32.31 feet; Thence North 71°09'43" West 36.58 feet; Thence North 72°25'55" West 31.70 feet; Thence North 74°02'24"West 26.82 feet; Thence North 83°15'09" West 25.83 feet; Thence South 66°43'37"West 28.25 feet; Thence South 87°56'06"West 19.16 feet; Thence North 85°31'09"West 18.47 feet; Thence North 77°51'22" West 21.10 feet; Thence North 70°51'49"West 15.61 feet; Thence North 50°09'28"West 17.26 feet; Thence North 24°01'03" West 14.51 feet; Thence North 02°46'33" West 14.76 feet; Thence North 04°36'18" East 8.91 feet; Thence North 05°19'43" East 8.10 feet; Thence North 87°13'01" West 0.10 feet; Thence North 04°36'18" East 0.75 feet; Thence North 90°00'00"West 36.08 feet; Thence South 87°33'38"West 17.67 feet; Thence North 82°43'39" West 17.82 feet; Thence North 90°00'00"West 19.38 feet; Thence North 39°10'55" West 22.56 feet; Thence North 42°48'01" West 30.48 feet; Thence North 44°32'56" West 19.18 feet; Thence North 36°17'35"West 68.94 feet; Thence North 39°10'52"West 34.26 feet; Thence North 42°55'47"West 32.72 feet; Thence North 46°40'55"West 32.72 feet; Thence North 50°16'53"West 30.15 feet; Thence North 52°00'41"West 51.70 feet; Thence North 54°10'39"West 32.91 feet; Thence North 57°55'53"West 32.72 feet; Thence North 61°40'57"West 32.72 feet; Thence North 65°25'43"West 32.72 feet; Thence North 69°10'55" West 32.72 feet; 9 S q 160 6 (10 Stantec Thence North 72°55'48"West 32.72 feet; Thence North 76°40'52" West 32.72 feet; Thence North 80°25'47"West 15.59 feet; Thence North 03°04'25"West 7.95 feet; Thence North 00°00'00" East 39.00 feet; Thence North 11°15'18"West 25.92 feet; Thence North 04°44'36" West 36.64 feet; Thence North 06°57'39"West 30.42 feet; Thence North 07°33'25" West 22.31 feet; Thence North 10°40'06" West 23.98 feet; Thence North 29°4'7'55" West 26.78 feet; Thence North 83°50'28" West 30.34 feet; Thence North 82°10'49" West 21.57 feet; Thence North 82°24'49" West 17.09 feet; Thence North 65°29'49" West 7.65 feet; Thence North 15°16'43" West 21.14 feet; Thence North 07°50'51" West 21.58 feet; Thence North 06°51'54"West 18.57 feet; Thence North 21°11'07" West 24.46 feet; Thence North 35°08'55"West 24.31 feet; Thence North 38°07'32" West 26.22 feet; Thence North 41°49'59"West 18.78 feet; Thence North 34°26'25"West 16.98 feet; Thence North 38°35'23" West 23.58 feet; Thence North 35°34'59" West 25.36 feet; Thence North 31°32'22"West 22.51 feet; Thence North 27°34'19"West 29.79 feet; Thence North 33°16'57"West 40.64 feet; Thence North 23°50'31"West 27.39 feet; Thence North 31°32'25"West 22.51 feet; Thence North 37°10'30" West 26.83 feet; Thence North 37°21'48" West 35.23 feet; Thence North 28°32'57"West 29.31 feet; Thence North 24°30'57" West 27.18 feet; Thence North 10°16'10"West 175.15 feet; Thence North 05°25'21" East 219.23 feet; Thence North 55°23'22" East 109.78 feet; Thence North 85°20'29" East 171.74 feet; Thence North 05°55'46" West 112.19 feet; Thence North 05°55'49" West 117.14 feet; Thence North 67°07'12"West 193.77 feet; Thence North 01°38'41"West 23.52 feet; Thence North 02°42'37" West 23.13 feet; Thence North 00°39'23" East 20.58 feet; Thence North 02°44'56" East 48.49 feet; Thence North 00°00'00" East 42.76 feet; Thence North 03°47'03" East 45.03 feet; Thence North 02°23'18" East 52.36 feet; Thence North 01°56'59" East 44.22 feet; Thence North 03°15'26" East 51.65 feet; Thence North 07°56'29" East 63.99 feet; 10 160 6 Stantec Thence North 02°39'00"West 16.27 feet; Thence North 00°00'00" East 29.43 feet; Thence North 02°32'31" East 16.96 feet; Thence North 01°51'04" East 22.13 feet; Thence North 02°03'36"West 19.89 feet; Thence North 01°49'41" West 2.81 feet; Thence North 38°14'36" East 135.54 feet; Thence North 69°58'35" East 78.82 feet; Thence South 88°08'43" East 21.17 feet; Thence North 86°46'54" East 26.58 feet; Thence North 77°24'40" East 20.37 feet; Thence North 82°29'58" East 28.24 feet; Thence North 83°42'24" East 20.02 feet; Thence North 84°42'30" East 28.42 feet; Thence North 81°50'05" East 48.82 feet; Thence North 81°38'00" East 25.34 feet; Thence North 87°04'41" East 29.51 feet; Thence North 78°27'05" East 33.07 feet; Thence North 79°06'20" East 39.01 feet; Thence North 76°14'11" East 40.22 feet; Thence North 82°18'42" East 43.87 feet; Thence North 86°55'24" East 22.37 feet; Thence North 81°34'54" East 22.12 feet; Thence North 73°48'05" East 18.39 feet; Thence North 83°45'53" East 20.78 feet; Thence North 90°00'00" East 14.72 feet; Thence North 78°41'24" East 18.80 feet; Thence North 81°06'27" East 23.85 feet; Thence North 86°59'43" East 27.29 feet; Thence North 81°38'00" East 25.34 feet; Thence North 74°16'36" East 24.48 feet; Thence North 84°01'02" East 28.15 feet; Thence North 80°48'15" East 41.82 feet; Thence North 85°21'06" East 36.21 feet; Thence North 82°22'34" East 38.66 feet; Thence North 82°43'11" East 11.87 feet; Thence North 76°23'14" East 6.08 feet; Thence North 84°41'51" East 8.14 feet; Thence North 84°42'40" East 8.16 feet; Thence North 90°00'00" East 16.93 feet; Thence North 84°55'34" East 17.01 feet; Thence North 24°02'10" East 18.79 feet; Thence North 03°14'52"West 11.44 feet; Thence North 03°38'36" East 32.62 feet; Thence North 83°39'44" East 89.38 feet; Thence South 86°18'45" East 75.34 feet; Thence South 85°54'31" East 34.04 feet; Thence South 32°44'37" East 40.37 feet; Thence North 39°04'33" East 49.33 feet; Thence North 39°37'13" East 49.39 feet to a point on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida; 1606 Stantec Thence along the North line of Section 28 North 89°00'45" East 1,633.27 feet to the Northwest corner of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of Section 27, North 88°59'47" East 544.11 feet; Thence leaving said North Line, South 19°06'14" West 10.47 feet; Thence South 28°44'59"West 101.07 feet; Thence South 20°02'53" East 54.15 feet; Thence South 50°55'47" East 205.68 feet; Thence South 71°37'21" East 161,35 feet; Thence South 57°19'18" East 92.06 feet; Thence South 04°24'10"West 4.07 feet; Thence South 05°02'37"West 16.97 feet; Thence South 78°41'03" East 51.12 feet; Thence South 57°19'18" East 11.61 feet; Thence North 66°30'37" East 156.45 feet; Thence North 43°05'32" East 111.36 feet; Thence North 54°09'52" East 7.54 feet; Thence North 24°13'23" East 10.03 feet; Thence North 38°19'09" East 265.34 feet; Thence North 60°38'47" East 33.65 feet; Thence North 60°37'42" East 24.89 feet; Thence North 90°00'00" East 140.59 feet; Thence South 85°01'40" East 202.86 feet; Thence South 87°42'41" East 109.92 feet; Thence South 77°37'04" East 184.40 feet; Thence South 71°34'13" East 125.04 feet; Thence South 84°48'18" East 145.57 feet; Thence South 79°41'28" East 49.13 feet; Thence South 48°59'29" East 133.90 feet; Thence South 36°34'18" East 169.58 feet; Thence South 37°52'34" East 200.36 feet; Thence South 49°45'33" East 74.82 feet; Thence South 72°21'05" East 101.43 feet; Thence South 84°33'23" East 92.67 feet; Thence North 75°18'59" East 79.36 feet; Thence North 59°55'10" East 112.95 feet; Thence South 01°42'47" East 267.60 feet; • Thence South 05°53'55" East 161.67 feet; Thence South 40°39'18" East 83.28 feet; Thence North 55°25'24" East 257.35 feet; Thence North 76°30'04" East 140.60 feet; Thence North 85°36'12" East 214.06 feet; Thence North 33°26'12" East 295.95 feet; Thence North 08°00'17" West 159.08 feet; Thence North 03°00'15"West 107.63 feet; Thence North 14°27'48"West 106.77 feet; Thence North 19°15'20"West 160.79 feet; Thence North 16°35'28" West 249.99 feet; Thence South 67°25'28" East 132.51 feet; Thence North 70°39'09" East 127.70 feet; Thence South 00°31'14" East 102.21 feet to a point on the North line of Section 27, 12 160 6 Stantec Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of said Section 27, North 88°57'47" East 1,320.38 feet to the POINT OF BEGINNING. Containing 1,330.12 acres, more or less. LESS AND EXCEPT COMMENCING at the Northwest corner of Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of said Section 35, North 88°50'43" East 989.65 feet to the POINT OF BEGINNING; Thence continue along said North line, North 88°50'43" East 330.07 feet; Thence leaving said line South 01°04'38" East 665.87 feet; Thence South 88°51'14"West 329.78 feet; Thence North 01°06'08"West 665.77 feet to the POINT OF BEGINNING. Containing 5.04 acres, more or less. Containing 1,325.08 net acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45" East. Certificate of authorization#LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: July 6,2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 13 160 6 Stantec 3200 Bailey Lane,Suite 200,Naples,FL 34105 Legal Description Of part of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation Easement South) All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida; Thence along the South line of said Section 33, South 88°24'14"West 5,311.29 feet to the Southwest corner of Section 33; Thence along the West line of Section 33, North 00°28'34"West 223.38 feet; Thence leaving said West line, North 54°23'47" East 56.65 feet; Thence North 01°34'46" East 111.63 feet; Thence North 26°11'08" East 96.92 feet; Thence North 75°07'28" East 108.66 feet; Thence South 75°48'14" East 107.06 feet; Thence South 61°17'06" East 107.59 feet; Thence South 82°52'46" East 158.86 feet; Thence North 55°32'51" East 162.44 feet; Thence North 52°28'37" East 268.07 feet; Thence North 48°27'43" East 163.33 feet; Thence North 44°31'57" East 159.99 feet; Thence North 23°01'32" East 156.02 feet; Thence North 14°41'52" East 215.45 feet; Thence North 28°44'01" East 160.01 feet; Thence North 39°04'47" East 161.72 feet; Thence North 51°12'12" East 161.07 feet; Thence North 72°00'29" East 159.38 feet; Thence North 85°01'26" East 160.81 feet; Thence North 69°49'46" East 107.08 feet; Thence North 63°09'55" East 214.48 feet; Thence North 76°26'30" East 160.99 feet; Thence South 80°58'13" East 214.34 feet; Thence South 80°45'14" East 214.47 feet; Thence South 87°21'54" East 107.08 feet; Thence North 79°25'51" East 107.36 feet; Thence North 76°45'34" East 107.47 feet; Thence North 01°27'07" East 250.73 feet; Thence South 76°55'22" East 22.01 feet; Thence South 77°44'21" East 14.20 feet; Thence South 80°25'31" East 32.77 feet; Thence South 84°10'52" East 32.72 feet; Thence South 87°55'54" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; 160 6 Stantec Thence North 84°34'14" East 32.72 feet; Thence North 80°49'08" East 32.72 feet; Thence North 77°04'06" East 32.72 feet; Thence North 74°08'33" East 18.35 feet; Thence North 73°05'31" East 62.06 feet; Thence North 72°16'11" East 14.38 feet; Thence North 69°34'14" East 32.72 feet; Thence North 65°49'07" East 32.72 feet; Thence North 62°42'28" East 21.57 feet; Thence North 61°28'20" East 79.03 feet; Thence North 60°50'00" East 11.15 feet; Thence North 58°19'11" East 32.72 feet; Thence North 54°34'10" East 32.72 feet; Thence North 50°49'10" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 44°45'08" East 7.70 feet; Thence North 44°18'42" East 135.33 feet; Thence North 57°23'16" East 16.51 feet; Thence North 54°34'15" East 32.72 feet; Thence North 50°49'05" East 32.72 feet; Thence North 47°16'10" East 29.25 feet; Thence North 45°35'21" East 14.07 feet; Thence North 45°23'51" East 3.47 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39°34'13" East 32.72 feet; Thence North 36°05'30" East 27.94 feet; Thence North 50°59'16" East 58.75 feet; Thence North 57°41'34" East 21.79 feet; Thence North 54°34'15" East 32.72 feet; Thence North 52°28'24" East 3.68 feet; Thence North 52°16'23" East 63.02 feet; Thence North 50°36'24" East 29.04 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°20'20" East 2.88 feet; Thence South 31°06'46" East 19.07 feet; Thence South 32°25'11" East 35.96 feet; Thence South 32°59'02" East 9.91 feet; Thence South 35°25'56" East 32.72 feet; Thence South 39°10'52" East 32.72 feet; Thence South 42°48'16" East 30.48 feet; Thence South 44°32'55" East 110.53 feet; Thence South 44°39'57" East 2.24 feet; Thence South 46°40'53" East 32.72 feet; Thence South 50°25'48" East 32.72 feet; Thence South 52°59'56" East 12.05 feet; Thence South 53°41'11" East 84.51 feet; Thence South 54°52'11" East 20.68 feet; Thence South 57°55'49" East 32.72 feet; Thence South 61°40'53" East 32.72 feet; Thence South 64°39'48" East 19.31 feet; Thence South 55°05'04" East 16.97 feet; 2 1606 Stantec Thence South 57°24'39" East 23.69 feet; Thence South 58°46'15" East 56.97 feet; Thence South 59°17'05" East 9.03 feet; Thence South 61°40'59" East 32.72 feet; Thence South 65°25'44" East 32.72 feet; Thence South 69°10'50" East 32.72 feet; Thence South 72°55'55" East 32.72 feet; Thence South 74°58'35" East 3.16 feet; Thence South 75°10'04" East 121.80 feet; Thence South 76°51'48" East 29.56 feet; Thence South 80°25'44" East 32.72 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; Thence North 84°34'14" East 32.72 feet; Thence North 81°53'48" East 13.86 feet; Thence North 81°06'24" East 99.28 feet; Thence South 81°29'37" East 14.13 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; Thence North 84°34'14" East 29.06 feet to a point on the East line of aforementioned Section 33; Thence along said East line, South 00°27'07" East 1,978.48 feet to the POINT OF BEGINNING. Containing 191.77 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida, being North 89°00'45" East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: July 6, 2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 3 60 6 Gott le r County „we, Collier County U . S . Fish and Wildlife Service Conservation Bank Agreement and Exhibits A- I oy cosy CONSE,WATION o ,% 4' ( • LLIER 14, - Parks pt p\ ,II Recreation For Present and Future Generations www.coni.rvov.n.ucon..rvaroncoiner BANK AGREEMENT 1606 PEPPER RANCH PRESERVE BANK AGREEMENT This CONSERVATION BANK AGREEMENT ("Agreement") is made and entered into between the Collier County, Florida Board of County Commissioners ("Collier County", "Owner", or "Conservation Bank Owner") and the UNITED STATES FISH AND WILDLIFE SERVICE ("Service") (referenced jointly as the "Parties"). The purpose of this Agreement is to set forth the terms and conditions for the establishment of a conservation bank on certain real property to be known as the "Pepper Ranch Preserve Conservation Bank." I. AGREEMENT RECITALS A. WHEREAS, COLLIER COUNTY, a political subdivision of the State of Florida, its successors and assigns, is the owner in fee simple of certain real property located in the County of Collier, State of Florida. The property consists of approximately 1,516.84 acres of real property located at 6315 Pepper Road just west of the town of Immokalee, Florida. This is in north central Collier County, along the north shoreline of Lake Trafford within sections 22, 26, 27, 28, 33, and 35, in Township 46 south and Range 28 east. This real property (hereinafter referred to as the "Property") is more completely illustrated in Exhibit "A" and described in Exhibit`B,"both of which exhibits are attached hereto and incorporated herein. B. WHEREAS, the Service, an agency of the U.S. Department of the Interior, exercises jurisdiction with respect to the conservation, protection, restoration, enhancement, and management of fish, wildlife, native plants, and habitats pursuant to various federal laws, including, but not limited to, the Endangered Species Act of 1973, as amended, 16 U.S.C. Section 1531, et seq., all regulations promulgated pursuant to the Act ("ESA"), the Fish and Wildlife Coordination Act, 16 U.S.C. Sections 661-666c, and the Fish and Wildlife Act of 1956, 16 U.S.C. Section 742(f), et seq. C. WHEREAS, establishment of a Conservation Bank on the Property represents an excellent opportunity to conserve highly valuable biological resources. These resources constitute the "Conservation Values" protected by the Conservation Easement, attached hereto as Exhibit "F", and the Conservation Bank. The Conservation Bank will provide permanent conservation and protection for the federally-listed Florida panther (Puma concolor coryi) ("Covered Species"), including, but not limited to, all of the species' life stages and associated habitats. A general description of the biological resources on the Property, including geographic location and features, topography,vegetation,past and present land use, presence and usage by the Florida panther, other listed species, and the species' habitats, is set forth in the Management Plan attached hereto as Exhibit"D." D. WHEREAS, it is anticipated that activities, including construction and development activities ("Activities"), will occur in the Service Area established for this Conservation Bank and described in Exhibit "C," attached hereto, that will impact the Covered Species and or its habitats and require the implementation of conservation measures to offset and compensate for such impacts. Page 1 of 19 Pepper Ranch Preserve Conservation Bank Agreement 1606 E. WHEREAS, in accordance with this Agreement, the Parties desire to establish a Conservation Bank on the Property to provide for the permanent conservation and management of the Property for the benefit of the Covered Species and to be used for compensatory conservation through the sale or conveyance of Conservation Credits, as provided herein. F. WHEREAS, one of the criteria for establishment and implementation of this Conservation Bank is the recording of a Conservation Easement on the Property in accordance with Florida Statute 704.06 and this Agreement. Said Conservation Easement shall burden the Property in perpetuity for the conservation of the Covered Species and its associated habitats. G. WHEREAS, this Agreement sets forth the terms and conditions by which the Conservation Bank shall be established, implemented, and governed. II. AGREEMENT DEFINITIONS The terms used in this Agreement are defined as follows: (1) "Activity" or "Activities" means construction, alteration, or development, including but not limited to construction, development, occupation, or operation of industrial, or residential property, as well as any related or associated actions occurring within the Conservation Bank's Service Area that will impact the Covered Species and or its habitats and require the implementation of conservation measures to offset and compensate for such impacts. (2) "County Capital Projects" means County public facilities as identified in the Collier County Growth Management Plan. (3) "Conservation Bank" means the conservation bank that may be established pursuant to this Agreement as well as the parcel of land, i.e., the "Property," on which the habitats of the Covered Species will be conserved and managed in perpetuity through a Conservation Easement for the express purpose of offsetting, through the sale or conveyance of Conservation Credits, impacts to the resource values of the species occurring outside the Bank but within the Bank's defined Service Area. The terms "Conservation Bank" and "Property" may be used interchangeably in this Agreement and in the documents associated with this Agreement. (4) "Conservation Credit" means a unit of measure representing the quantification of the Covered Species' habitat conservation values on the Property and in the Conservation Bank. The method used to establish what constitutes a Conservation Credit shall be determined by the Parties and set forth in the Credit Evaluation attached hereto as Exhibit "E." Each Conservation Credit represents a unit of conservation value to the Covered Species that is available, on a project-by-project basis, to offset and serve as compensation for impacts to the species resulting from County Capital Projects occurring in the Conservation Bank's Page 2 of 19 Pepper Ranch Preserve Conservation Bank Agreement 1611 6 Service Area. Agreement by the Parties as to the number of Conservation Credits that shall be available for the Property is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (5) "Conservation Easement" means any conservation easement established in perpetuity and recorded on the Property in accordance with this Agreement and subject to and in accordance with Florida law, Florida Statute Section 704.06, and Service approval. A copy of the recorded Conservation Easement shall be appended to this Agreement as Exhibit "F" and incorporated herein. The recordation of the Conservation Easement is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (6) "Covered Species" means the federally-listed Florida panther (Puma concolor coryii), including, but not limited to, all of its life stages and associated habitats. This Agreement may be amended, however, with Service approval and in accordance with the applicable provisions of this Agreement and Federal law to include other listed species as "Covered Species." (7) "Credit Evaluation"refers to the evaluation undertaken by the Parties to formulate the value of each Conservation Credit in relation to the acreage of habitat encumbered by any Conservation Easement on the Property in accordance with this Agreement. The Credit Evaluation, which shall be in writing, is attached hereto as Exhibit "E." The Parties' completion of the Credit Evaluation is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (8) "Credit Sales Approval" means the written approval issued by the Service to a Project Proponent certifying that the purchase of conservation credits from the Conservation Bank may be used to offset and compensate for Activities occurring in the Service Area. (9) "Credit Receipt" means a complete and fully executed copy of the "Conservation Certificate" form attached hereto as Exhibit "G" that is issued to a Project Proponent by the Conservation Bank Owner upon each sale or conveyance of a Conservation Credit. A Credit Receipt may be used as evidence that Conservation Credits in the Conservation Bank have been obtained in accordance with a Credit Sales Approval to satisfy requirements for compensation for Activities in the Service Area. (10) "Endowment Deposit" means the amount the Parties determine the Owner shall deduct from the sale or conveyance of each Conservation Credit and deposit into the Endowment Fund for the purpose of perpetually endowing the management of the Conservation Bank consistent with this Agreement and the associated Conservation Easement and Management Plan. The amount of the Endowment Deposit shall be determined by the Parties using the method described in Exhibit "I" and set forth in the Management Plan and Trust Agreement. The calculation of the Deposit also shall account for inflation by incorporating inflation in the calculation of the projected Property management costs. The Endowment Deposit from a transaction of the sale or conveyance of Conservation Credits shall be deposited into the Endowment Fund within thirty (30) days of any such transaction. Page 3 of 19 Pepper Ranch Preserve Conservation Bank Agreement t,1 1606 Agreement by the Parties as to the Endowment Deposit amount is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (11) "Endowment Deposit Receipt" means the written document the Owner shall provide to the Service within thirty (30) days of each deposit into the Endowment Fund verifying that the deposit has been made. (12) "Endowment Fund" or "Trust Fund" means a dedicated investment account approved by the Service and established by the Owner as a non-wasting endowment. The Endowment Fund shall be established by the Owner before the first Conservation Credit is sold. The Fund shall consist primarily of Endowment Deposits collected from the sale or conveyance of Conservation Credits and shall strive to generate sufficient interest and/or returns to be used exclusively for the management of this Agreement and the Conservation Bank in perpetuity in accordance with this Agreement, any Conservation Easement, Resolution No. 20 - , and the Management Plan. The Endowment Fund shall be held in trust by a party approved by the Service and shall be administered in the manner set forth in this Agreement and the associated Trust Agreement, Conservation Easement, and Management Plan. The Target Amount for the Fund, which is the amount at which the Fund will be deemed fully funded, shall be determined by the Parties and set forth in the Trust Agreement and the Management Plan, which shall be Exhibits to this Agreement. The creation of the Endowment Fund is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (13) "Interim Management Account" means a dedicated interest-bearing account established by the Owner before the first Conservation Credit is sold. The Owner shall make an initial deposit to the Account in an amount equal to the total annual expenses required for the first-year maintenance of the Conservation Bank. The Account also shall be funded in an amount determined by the Parties as set forth in Exhibit "I." This Account shall be used as a contingency to fund performance of the required management actions on the Conservation Bank Property until the Endowment Fund has accrued its Target Amount. Once the Target Amount for the Endowment Fund has been met, the Interim Management Account may be terminated, and all funds in the Account transferred to the Endowment Fund. Notwithstanding the foregoing, the Owner may retain any interest that accrued on the Interim Management Account prior to its termination. The creation of the Interim Management Account, which includes the initial funding of the Account, is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (14) "Interim Management Period" means the period of time prior to full funding of the Endowment Fund in the Target Amount, during which the Owner shall be responsible for all costs and any management obligations that are to be performed on the Property in accordance with this Agreement and any associated Conservation Easement, Management Plan, and Management Agreement. (15) "Management Agreement" means a written agreement between the Conservation Bank Owner and a party that is approved by the Service for the purpose of implementing the Page 4 of 19 Pepper Ranch Preserve Conservation Bank Agreement iou 6 Management Plan in accordance with this Agreement. (16) "Management Plan" means the plan approved by the Parties governing management activities to be performed in perpetuity on the Conservation Bank Property in accordance with this Agreement and the associated Conservation Easement. The Management Plan, which shall be implemented and funded in accordance with this Agreement, is attached hereto as Exhibit "D." The development of a Management Plan is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (17) "Owner" or"Conservation Bank Owner"means the possessor of legal title to the Property comprising the Conservation Bank established pursuant to this Agreement and any of the Owner's successors or assigns. The Owner shall be responsible for establishing and ensuring operation of the Bank in accordance with this Agreement, the associated Conservation Easement and Management Plan, and any Management Agreement entered into between the Owner and another party. (18) "Pepper Ranch Preserve Conservation Bank Endowment Fund Trust Agreement" or "Trust Agreement" means the written agreement entered into by the Owner, Trustee of the Endowment Fund Trust and the Service establishing the Endowment Trust Fund. The Trust Agreement shall provide that the Endowment Fund shall be used exclusively to manage and maintain the Property in perpetuity in accordance with this Agreement and any associated Conservation Easement, Management Plan, and Management Agreement. The form and content of the Trust Agreement shall be approved by the Service prior to signature of the document. Upon Service approval and signature by the parties, the Trust Agreement shall be appended to this Agreement as Exhibit "H." An executed Trust Agreement is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (19) "Property"means the real property that will comprise the Conservation Bank and that will be subject to the Conservation Easement associated with this Agreement. The Property is illustrated and described in Exhibits "A" and "B" to this Agreement. The terms "Property" and "Conservation Bank" may be used interchangeably in this Agreement and in the documents associated with this Agreement. (20) "Project Proponent" or"Purchaser"means any individual or entity that purchases Conservation Credits from the Conservation Bank to compensate for and offset impacts occurring to the Covered Species and its habitats due to County Capital Projects within the Conservation Bank's Service Area. (21) "Service Area" means the geographic area described on the map and in the narrative description set forth in Exhibit "C" in which the Conservation Bank is authorized to provide appropriate conservation benefits for the Covered Species and where impacts to the Covered Species from activities can be offset and compensated for by the purchase of Conservation Credits in the Conservation Bank. Agreement by the Parties on the area to be defined as the "Service Area" is a condition for the establishment of the Conservation Bank contemplated by this Agreement. Page 5 of 19 Pepper Ranch Preserve Conservation Bank Agreement 160 6 (22) "Target Amount" means the amount the Parties determine, concurrent with calculation of the Endowment Deposit, to be the amount at which the Endowment Fund shall be deemed fully funded, as set forth and explained in Exhibits "D" and "I," attached hereto. Agreement by the Parties on the "Target Amount" is a condition for the establishment of the Conservation Bank contemplated by this Agreement. The Service will be informed in writing when the Target Amount has been reached. (23) "Target Date" means the date by which the Parties anticipate the Endowment Fund will be deemed fully funded, as set forth in Exhibit "I" attached hereto. Agreement by the Parties on a "Target Date" is a condition for the establishment of the Conservation Bank contemplated by this Agreement. (24) "Trustee's Certification" means a written declaration signed by the trustee or trustees holding the Endowment Fund wherein the trustee or trustees shall aver that the Endowment Fund will be utilized solely for conservation purposes consistent with this Agreement and any associated Conservation Easement, Management Plan, and Management Agreement. The Certification shall be signed by the Trustee and appended to this Agreement as Exhibit "H" after approval as to form and content by the Service. The execution of a Trustee's Certification by each of the designated trustees is a condition for the establishment of the Conservation Bank contemplated by this Agreement. III.TERMS AND CONDITIONS OF AGREEMENT NOW, THEREFORE, in consideration of the foregoing Agreement Recitals and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged,the Parties agree as follows: 1.0. CONSERVATION BANK EVALUATION AND ACCEPTANCE 1.1. Representatives of the Service have inspected and evaluated the Property for purposes of determining its biological/habitat values in connection with the sale of Conservation Credits. Having found that the Property contains biological/habitat values that benefit the Florida panther and its habitats as well as other wildlife resources, including other sensitive, threatened, and endangered species and their habitats, the Service acknowledges that, upon the establishment of the Conservation Bank and subject to any limitations provided in this Agreement, the biological/habitat values of the Property are sufficient to support the sale and conveyance of Conservation Credits as contemplated by this Agreement. 1.2. Notwithstanding anything to the contrary in this Agreement, if, subsequent to the date of this Agreement but prior to the establishment of the Conservation Bank, the Service re-evaluates the Property and determines that portions of the Property have been damaged after the effective date of this Agreement such that (1) the effect of such damage has been to so impair the biological/habitat value as to no longer be of conservation benefit to the Covered Species, and(2) the Owner has not restored biological/habitat value to such damaged Property or provided the Service with evidence that biological/habitat value will be restored, Page 6 of 19 Pepper Ranch Preserve Conservation Bank Agreement 1606 then the Service may, at its discretion, reduce the number of Conservation Credits allocated to the Conservation Bank in proportion to the damaged area or terminate this Agreement if the Service determines that biological/habitat values on the Property have been so impaired as to render the Property unsuitable for use as a Conservation Bank or where the Owner has failed to restore the biological/habitat value in accordance with the Service-approved plan referred to earlier in this paragraph. 1.3. This Agreement is subject to the Cattle Lease between Collier County and Lake Trafford LLLP, dated May 21, 2014, and any cattle grazing leases that may exist on the property in the future. 2.0. ESTABLISHMENT AND DEVELOPMENT OF CONSERVATION BANK 2.1. The Conservation Bank shall be deemed established when each of the conditions in Article II of this Agreement, as well as all of the following,has occurred: (a) The Owner provides the Service with general and site location maps and a title report, legal description, and legal parcel map for the Property describing the Owner's interest in the Property and documenting any encumbrances (other than monetary encumbrances, which must be subordinated or removed), easements, restrictions, and matters affecting the Property. (b) The Owner provides the Service with a Phase I Environmental Site `.• Assessment of the Property. The content and sufficiency of the Assessment shall be subject to the Service's approval. The approved Assessment shall be appended to this Agreement as Exhibit"J"and incorporated herein. (c) The Owner provides the Service with a Property Assessment that identifies the number of acres on the Property that the Owner warrants may be burdened by Conservation Easement(s) for conservation purposes in accordance with this Agreement. A copy of the Property Assessment shall be appended to this Agreement as Exhibit "K," and incorporated herein. (d) The Service provides the Owner with a Property Assessment Acknowledgment. A signed and dated copy of the Property Assessment shall constitute the Property Assessment Acknowledgment. A copy of the Property Assessment Acknowledgment shall be appended to this Agreement as Exhibit"K,"and incorporated herein. (e) The Parties prepare a Management Plan in accordance with this Agreement, and the Owner satisfies any criteria and conditions that may be required by the Service prior to the sale or conveyance of Conservation Credits pursuant to this Agreement including the submittal of the baseline report and a finalized reporting schedule to the Service. The approved Management Plan shall be appended to this Agreement as Exhibit "D" and incorporated herein. t Page 7 of 19 Le' Pepper Ranch Preserve Conservation Bank Agreement 1606 -RN (f) The Owner records a Conservation Easement or Easements in the County in which the Property is located covering the Property or portion of the Property that the Service has determined constitutes a biologically sustainable unit for the conservation purposes contemplated by this Agreement. Prior to any such recording, however, the Service shall approve the form of the Conservation Easement as well as the entity that will hold the easement. Each Easement shall contain, among other things, a provision granting to the Service a third party right of enforcement. An executed copy of the Conservation Easement(s) shall be appended to this Agreement as Exhibit"F." (g) The Owner establishes and deposit funds into an Interim Management Account in an amount the Parties agree is sufficient to fund the Conservation Bank during the Interim Management Period as described in Exhibit"I." (h) The Owner shall enter into a Trust Agreement with a trustee or trustees approved by the Service wherein the trustee or trustees agree to oversee the establishment of an Endowment Fund by the Owner, and to administer the Endowment Fund, which Endowment Fund shall be used exclusively for the management of the Conservation Bank in perpetuity in accordance with this Agreement, any Conservation Easement and the Management Plan. Contemporaneous with the signing of the Trust Agreement by the parties, the trustee or trustees also shall execute a Declaration of Trust. (i) The Owner shall establish an Endowment Fund that shall be held in trust by a Service approved trustee or trustees in accordance with the terms and conditions of this Agreement, the Trust Agreement and any associated Conservation Easement and Management Plan. 2.2. The Owner shall provide the Service with a copy of all Conservation Easements recorded on the Property along with a legal parcel map and description of the Property or portion of the Property to be covered by the Conservation Easement. Each Conservation Easement shall be appended to this Agreement as Exhibit"F" and incorporated herein. 2.3. The Property subject to this Agreement may be expanded in accordance with and by amendment to this Agreement upon written approval of the Parties. Any such expansion shall be described in a general and site location map, title report, legal description, and legal parcel map and placed under a Conservation Easement, all of which documents shall be incorporated as part of Exhibits"A"and"B"to this Agreement. 2.4. The Owner shall pay any and all taxes, charges and costs associated with the Property, including, but not limited to, those incurred in obtaining a valid title report in establishing the Conservation Bank, in recording any Conservation Easement and in selling and conveying any Conservation Credit. 2.5. The Service shall issue the Owner a letter of certification when all the requirements of Section 2.1 are satisfactorily completed and all conditions have been met for the establishment of the Conservation Bank. Page 8 of 19 /'� Pepper Ranch Preserve Conservation Bank Agreement 1 4�ti _ _ 160 6 3.0. CONSERVATION CREDITS 3.1. Upon establishment of the Conservation Bank in accordance with Section 2.0 of this Agreement, the Owner may sell and convey Conservation Credits to any Project Proponent that furnishes a Credit Sales Approval issued by the Service authorizing use of Conservation Credits from the Conservation Bank as compensation for Activities within the Service Area on a project-by-project basis consistent with this Agreement. The Owner shall have the exclusive right to determine the price for any and all Conservation Credits. 3.2. The value of each Conservation Credit in relation to the acreage of the Property subject to a Conservation Easement shall be determined in accordance with the Credit Evaluation set forth in Exhibit"E"to this Agreement. 3.3. Upon a Project Proponent's purchase of Conservation Credits from the Conservation Bank, the Owner shall issue a Credit Receipt to the purchaser and provide the Service with a copy of the Credit Receipt within thirty(30) days of the issuance. 3.4. Upon each sale or conveyance of a Conservation Credit by the Owner, the requisite Endowment Deposit shall be deposited into the Endowment Fund in accordance with this Agreement. The Owner shall provide the Service with a copy of the Endowment Deposit receipt for each such Endowment Deposit as provided in Section 4.0 of this Agreement. 3.5. Upon approval by the Parties, the total number of available Conservation Credits may be increased by expansion or restoration of the Property in accordance with and by amendment to this Agreement and modifications and addenda to the associated Agreement exhibits related to the matters addressed herein. 4.0.ENDOWMENT DEPOSITS AND ENDOWMENT FUND 4.1. As a condition of establishment of this Conservation Bank, the Owner shall establish an Endowment Fund to be funded primarily from Endowment Deposits collected from the sale or conveyance of Conservation Credits and held in trust in accordance with this Agreement and the Trust Agreement. The Owner shall ensure that any trustee of the Fund and/or manager of the Property shall utilize the Endowment Fund consistent and in accordance with this Agreement, the Trust Agreement, the Management Plan, and any Conservation Easement. 4.2. The Owner shall deposit into the Endowment Fund the appropriate Endowment Deposit in accordance with this Agreement. The Endowment Deposit from a transaction of the sale or conveyance of Conservation Credits shall be deposited into the Endowment Fund within thirty (30) days of any such transaction. The calculation of the Endowment Deposit shall account for inflation by incorporating inflation in the calculation of the projected Property management costs. 4.3. The Owner shall provide the Service with the Endowment Deposit receipt as well Page9of19 Pepper Ranch Preserve Conservation Bank Agreement •..),*0 16136 as the Credit Receipt from each sale or conveyance of Conservation Credits within thirty(30) days of any such transaction. The Owner or the Endowment Fund trustee may employ the services of a company to manage the sale of Conservation Credits and/or to deduct and deposit Endowment Deposits subject to and in accordance with the terms and conditions of this Agreement. 4.4. In calculating the Endowment Deposit, the Parties shall establish a Target Date for full funding of the Endowment Fund in the Target Amount. The Target Amount shall be determined concurrent with calculation of the Endowment Deposit and shall be set forth in Exhibit "I" to this Agreement. In the event the Target Amount is not achieved by the Target Date, within thirty(30) days thereafter, the Owner shall deposit into the Endowment Fund the difference between the amount in the Endowment Fund and the Target Amount. The Owner shall ensure that the Target Amount is available upon transfer, assignment or termination of this Agreement. The Target Amount may be revised if the total number of Conservation Credits in the Conservation Bank is increased in accordance with this Agreement. 4.5. As a condition of establishment of this Conservation Bank and before full funding of the Endowment Fund at the Target Amount by the Target Date, the Owner shall establish a dedicated, interest-bearing Interim Management Account in an amount determined by the Parties as set forth in Exhibit "I." This Account shall serve as a contingency fund to manage the Property that may not be expended except as agreed to by the Parties and that must be replenished if expended. Upon achievement of the Target Amount, the Interim Management Account may be terminated and all funds (excepting interest retained by the Owner) shall be transferred to the Endowment Fund. 4.6. Prior to full funding of the Endowment Fund in the Target Amount, the Owner shall be responsible for all costs and any management obligations that the Parties agree are to be performed during the Interim Management Period in accordance with this Agreement, any Conservation Easement, and the Management Plan. During the Interim Management Period, if the Parties agree that the Interim Management Account may be expended, the Interim Management Account shall be replenished by the Owner before the Account is transferred to the Endowment Fund for management of the Conservation Bank. 4.7. The Owner shall notify the Service within thirty (30) days of full funding of the Endowment Fund at the Target Amount. The Endowment Fund shall be held and managed for conservation purposes consistent and in accordance with this Agreement, any Conservation Easement, and the Management Plan. The accrued interest and earnings from the Endowment Fund shall be used exclusively to fund and defray costs and expenses reasonably incurred for the management of this Agreement and the Conservation Bank, including labor costs, contracts, equipment, materials, and signage, in accordance with this Agreement and any associated Conservation Easement, Management Plan, and Management Agreement. Once the Endowment Fund reaches the Target Amount, all funds collected from the sale or conveyance of Conservation Credits may be retained by the Owner. 4.8. Funds from the Endowment Fund, other than interest and earnings, may not be Page l0 of 19 Pepper Ranch Preserve Conservation Bank Agreement 14 G' l6U 6 expended unless a written request for approval is submitted to the Service detailing the reasons for the request, and the Service approves such request in writing. In determining whether to grant such a request, the Service shall consider whether the request is in furtherance of a conservation purpose contemplated by this Agreement. The Service's written approval of any such request may include provisions requiring reimbursement of the expended amounts to the Endowment Fund within a prescribed time period. 4.9. Upon transfer, assignment, or termination of this Agreement, any funds in the Interim Management Account and/or the Endowment Fund shall continue to be expended in a manner consistent and in accordance with the Agreement. 5.0. CONSERVATION BANK DATABASE 5.1. A Conservation Bank database or ledger shall be established and maintained by the Owner for the purpose of tracking funds from the sale and conveyance of Conservation Credits. The database or ledger shall include a numerical accounting of all Conservation Credits available, sold or conveyed, the balance of Conservation Credits remaining, and the aggregate of funds collected, deposited, and accrued in the Endowment Fund as follows: (a) For each individual sale or conveyance of any Conservation Credit, the database shall state the number and type of Conservation Credit sold or conveyed, the name, address, County, and telephone number of the entity purchasing and receiving any Conservation Credit and the Activity, including the project name and Service file number for the project, if available, for which any Conservation Credit was sold or conveyed. (b) Within thirty (30) days of the sale or conveyance of any Conservation Credit, the Owner shall provide the Service with (1) the Credit Receipt and an Endowment Deposit receipt, (2) an updated accounting of all funds in and all Endowment Deposits collected and deposited into the Endowment Fund, and (3) an updated accounting of all Conservation Credits sold or conveyed as of the date of sale or conveyance. (c) The Owner shall provide the database or ledger to the Service upon the Service's request and on an annual basis by no later than February 15th, beginning in the calendar year following execution of this Agreement. (d) The Owner shall be responsible for satisfying all of the requirements set forth in this Section until such time as there are no available Conservation Credits remaining for sale or conveyance in the Conservation Bank. 6.0. MANAGEMENT OF CONSERVATION BANK 6.1. The Owner, its successors, or assigns shall ensure that the Conservation Bank is managed and maintained consistent and in accordance with this Agreement, any Conservation Easement, and the Management Plan. The Owner, its successors or assigns may transfer management responsibilities to a manager approved by the Service on the condition that the Page 11 of 19 Pepper Ranch Preserve Conservation Bank Agreement 1606 Owner enter into a Management Agreement, which shall be subject to Service approval. 6.2. As a condition of establishment of this Conservation Bank, the Owner and the Service shall agree upon a Management Plan for the Property, which shall be prepared by the Owner in consultation with the Service. The Management Plan shall describe biological resources occurring on the Property and shall provide for the implementation and prioritization of specific management measures and tasks for conservation purposes contemplated by this Agreement, including,but not limited to: (a) a general description of biological resources, including geographic location and features, topography, vegetation, past and present land use, species, Covered Species, and habitats occurring on the Property; (b) specific measures for ongoing management of the Property and biological resources as well as measures for Property management should unforeseen or changed circumstances occur such as fire, flood, or listing of a new species; (c) specific measures for regular and ongoing monitoring of the Property to be conducted as approved by the Service and the Owner; (d) requirements for submitting reports on vegetation and wildlife monitoring; and (e) funding for the management activities. 6.3. Upon the request of any Party to this Agreement or any party to a Management Agreement, the Parties shall meet and confer on proposed revisions to the Management Plan to better preserve the habitat and conservation values of the Property. Any proposed revisions or changes to the Management Plan shall be subject to Service approval and be consistent with the terms and conditions of the Conservation Easement, and, if approved, shall be appended to the Management Plan that is an exhibit to this Agreement. The Conservation Easement holder shall be notified upon a modification of change to the Management Plan. 6.4. Except as may be provided in the Conservation Easement, the Owner and/or any Management Agreement manager shall take the necessary efforts to prevent third party use of the Property in any manner that is not in accordance with this Agreement and any associated Conservation Easement and Management Plan, including, but not limited to, restriction of public access to the Property. 6.5. Representatives of the Service shall have a right to enter the Property at any time after giving twenty-four (24) hours prior notice to the Owner or to any Management Agreement manager. 6.6. The Owner and/or any Management Agreement manager shall ensure that an accounting and management report is provided to the Service and the Conservation Easement Page 12 of 19 Pepper Ranch Preserve Conservation Bank Agreement 16E1 13 holder upon request and on an annual basis until the Target Date or the Endowment Fund is fully funded then every five (5) years thereafter by no later than February 15th, beginning in the calendar year following execution of this Agreement, which shall include the following: (a) An accounting of all funds expended in the management of the Property during the previous year; (b) A general description of the status of the Property; (c) The results of any vegetation and wildlife monitoring or studies conducted on the Property; (d) A description of all management actions taken on the Property along with a description of any problems encountered in managing the Property; and (e) A description of management actions that will be undertaken in accordance with this Agreement and any associated Conservation Easement and Management Plan in the coming year. 6.7. Upon transfer or assignment of this Agreement or any Management Agreement, all books and records maintained in accordance with this Agreement and all rights and responsibilities contained herein shall be transferred or assigned with this Agreement. Thereafter, all such books and records shall be maintained and all rights and responsibilities performed consistent and in accordance with this Agreement and any associated Conservation Easement, and Management Plan. The Conservation Easement holder shall be notified upon transfer or assignment of this Agreement or any Management Agreement. 7.0. OWNER'S COVENANTS 7.1. The Owner hereby agrees and covenants for so long as this Agreement is in effect, that: (a) The Owner shall not discharge or release upon the Property or permit others to discharge or release upon the Property any material or substance deemed hazardous or toxic under any federal, state, or local environmental law with the exception of materials used to control exotic and nuisance pests provided that they are applied in accordance with the federally approved label on such materials; (b) The Owner shall not create any encumbrance to the title of the Property other than those set forth in Exhibit "B" and accounted for in the Property Assessment. The Owner further agrees not to execute, renew, or extend any lien, license or similar interest without the prior written consent of the Service; (c) The Owner shall not construct any structure upon the Property or engage in any activity, use or alteration of the Property, including, but not limited to, mineral Page 13 of 19 Pepper Ranch Preserve Conservation Bank Agreement 0 1606 exploration, excavating, draining, dredging, that is not consistent and in accordance with this Agreement and any associated Conservation Easement and Management Plan; (d) The Owner shall ensure that the Property is maintained to ensure its suitability as a Conservation Bank consistent and in accordance with this Agreement and any associated Conservation Easement and Management Plan; and (e) The Owner shall be responsible for controlling public access to the Property as set forth herein and in any associated Conservation Easement and Management Plan. 8.0. COOPERATION OF THE SERVICE 8.1. The Service shall cooperate with the Owner and any approved Management Agreement manager in the implementation of this Agreement. Such cooperation shall include: (a) Informing prospective Collier County Government Conservation Credit purchasers when Conservation Credits may be used as compensation for Activities within the Service Area; (b) Acknowledging that the Conservation Bank is approved by the Service and including the Conservation Bank on a list maintained by the Service of approved conservation banks and making such list available to prospective Collier County Government Conservation Credit purchasers. Conservation Credits available through this Conservation Bank will be available only to Collier County government; and (c) Confirming to prospective Collier County Government Conservation Credit purchasers, when appropriate, that the purchase of required numbers of Conservation Credits from the Conservation Bank may serve as compensation for impacts to the Covered Species resulting from Activities in the Service Area; and (d) Considering and acting on matters requiring Service review and/or approval. 9.0. TRANSFER,ASSIGNMENT, TERMINATION OF AGREEMENT 9.1. The Owner shall have the right to convey or transfer the Property prior to establishment of the Conservation Bank contemplated by the Agreement subject to written concurrence by the Service. If such transfer is made without the prior written concurrence of the Service, such transfer shall result in the immediate termination of this Agreement. 9.2. Upon establishment of the Conservation Bank pursuant to this Agreement, any transfer or assignment of any portion of or interest in the Conservation Bank shall be made only with the prior written concurrence of the Service. Any transfer or assignment shall be Page 14 of 19 Pepper Ranch Preserve Conservation Bank Agreement 160 6 subject to the requirement that the successor or assignee assume all obligations set forth in this Agreement and have sufficient financial capacity to carry out any unfunded obligations of this Agreement. Transfer or assignment of this Agreement to an entity approved in writing by the Service shall also be subject to the requirement that any funds in an Interim Management Account and/or the Endowment Fund shall continue to be expended in a manner consistent and in accordance with this Agreement and any associated Conservation Easement and Management Plan. 9.3. The Service may terminate this Agreement if each of the following has occurred: (i) the Owner has breached one or more the Owner Covenants or terms and conditions set forth in this Agreement; (ii) the Owner has received written notice of such breach from the Service; and (iii) the Owner has failed to cure such breach within thirty (30) days after receiving such notice. If, however, in the Service's judgment, a breach is curable but cannot be cured within the thirty (30) day period, the Service shall not terminate this Agreement so long as the Owner has commenced to cure such breach and is diligently pursuing such cure to completion. Nothing in this paragraph is intended or shall be construed to limit the equitable remedies (including specific performance and injunctive relief) or remedies at law that are available to the Service in the event of a threatened or actual breach of this Agreement. If this Agreement is terminated, funds in any Interim Management Account and/or Endowment Fund associated with this Agreement shall continue to be expended in a manner consistent and in accordance with the conservation purposes for which they were established and with this Agreement, Florida Statute 704.06, and any associated Conservation Easement and Management Plan. It is further agreed that, notwithstanding termination of this Agreement, any Conservation Easement shall continue in perpetuity as a covenant running with the land. The Conservation Easement holder shall be notified upon a termination of this Agreement. 9.4. Upon written concurrence of the Service, this Agreement may be terminated following the sale or conveyance of all available Conservation Credits and upon satisfaction of all substantive terms and conditions of this Agreement other than ongoing management obligations, such as maintenance and monitoring as set forth in the associated Management Plan, and funding obligations. Even if there is a termination of this Agreement, however, it is agreed that any Interim Management Account and/or Endowment Fund associated with this Agreement shall continue to be expended in a manner consistent and in accordance with the conservation purposes for which they were established and with this Agreement, Florida Statute 704.06, and any associated Conservation Easement and Management Plan. 10.0.REMEDIES AND ENFORCEMENT OF AGREEMENT 10.1. The Parties shall each have all of the remedies available in equity (including specific performance and injunctive relief) and at law to enforce the terms of this Agreement and to seek remedies for any breach or violation thereof. Nothing in this Agreement shall be deemed to limit the Service's jurisdiction over endangered, threatened, and sensitive species and biological resources or to restrict the ability of the Service to seek civil or criminal penalties or otherwise fully discharge its responsibilities under applicable law, including, but not limited to, the ESA. Page 15 of 19 Pepper Ranch Preserve Conservation Bank Agreement CA 1606 10.2. The Parties agree to work together in good faith to resolve disputes arising from this Agreement; however, no Party shall be precluded from seeking any available remedy in equity or at law. In no event shall a Party's participation in formal or informal dispute resolution processes constitute a waiver or estoppel of the Party's right to seek resolution through administrative proceedings or in a court of law or equity. Except where an aggrieved party has initiated administrative proceedings or filed suit in federal court, the Parties may elect to employ an informal dispute resolution process whereby: (a) The aggrieved Party shall notify the other Party in writing of the provision of the Agreement that is believed to have been violated, the basis for such belief, and the remedies the aggrieved Party proposes to correct the alleged violation; (b) The Party alleged to be in violation shall have thirty(30) days or such other time as may be agreed upon by the Parties to respond to such notice. During this time, the responding Party may seek clarification of the initial notice and shall use its best efforts to provide any responsive information; and (c) Within thirty (30) days after a response is provided or due, representatives of the Parties shall confer and negotiate in good faith toward a resolution satisfactory to each Party or shall establish a specific process and timetable to seek such solution. 11.0. ENTIRE AGREEMENT 11.1. This Agreement constitutes the entire agreement of the Parties, and no other agreement, statement, or promise made by the Parties or by or to any employee, officer, or agent of the Parties that is not contained in this Agreement shall be binding or valid. 11.2. This Agreement is not subject to amendment or modification except by written consent of the Parties. Any attempted modification not in compliance with this requirement shall be void. Any amendment or modification to this Agreement shall be included in an addendum or as an Exhibit to this Agreement and shall refer to the specific provisions modified or deleted. 11.3. All Exhibits referred to in this Agreement, including but not limited to those that are attached hereto, are incorporated herein by reference. 11.4. All obligations to manage the Conservation Bank, including the obligation to fund such management, in perpetuity survive any termination of this Agreement. 12.0. SUCCESSORS AND ASSIGNS 12.1. This Agreement and each of its covenants and conditions shall be binding and shall inure to the benefit of the Parties and their respective successors and assigns. Page 16 of 19 Pepper Ranch Preserve Conservation Bank Agreement 161] 6 12.2. The Owner may transfer or assign its rights and obligations under this Agreement consistent with applicable Service regulations, the terms of this Agreement, and with the prior written approval of the Service. 13.0. NOTICE 13.1. Any notice, demand or request (collectively referred to as "notice") permitted or required by this Agreement shall be delivered personally, sent by facsimile or sent by a recognized overnight delivery service. Notice by either of the previously mentioned methods shall be deemed given upon delivery. Notice also may be sent by United States mail, certified, return receipt requested and postage prepaid. Such notice shall be deemed given five (5) days after deposit in the United States mail. Notice shall be addressed as follows or to such other address as either Party may from time to time specify in writing: To the Owner: Collier County Conservation Collier Program 15000 Livingston Road Naples, FL 34109 Facsimile: 239-252-6720 To the Service: Attention: Field Supervisor United States Fish and Wildlife Service South Florida Ecological Services Office 1339 20th Street Vero Beach, Florida 32960-3559 Facsimile: 772-562-4288 14.0. AVAILABILITY OF FUNDS 14.1. Implementation of this Agreement by the Service is subject to the requirements of the Anti-Deficiency Act, 31 U.S.C. Section 1341, and the availability of appropriated funds. Nothing in this Agreement shall be construed to require the obligation, appropriation, or expenditure of any money from the United States Treasury. The Service is not required under this Agreement to expend any appropriated funds unless and until an authorized official affirmatively acts to commit in writing to such expenditures. 15.0. ELECTED OFFICIALS 15.1. No member or delegate to Congress shall be entitled to any share or part of this Agreement or to any benefit that may arise from it. Page 17 of 19 Pepper Ranch Preserve Conservation Bank Agreement CAO 1606 16.0. NO PARTNERSHIPS 16.1. This Agreement shall not make or be deemed to make any Party to this Agreement an agent for or the partner of any other Party. 17.0. GOVERNING LAW 17.1. This Agreement shall be governed by and construed in accordance with the Federal Endangered Species Act, 16 U.S.C. Section 1531, et seq., and all regulations promulgated pursuant to the Act ("ESA"), the Fish and Wildlife Coordination Act, 16 U.S.C. Sections 661-666c, and the Fish and Wildlife Act of 1956, 16 U.S.C. Section 742(f), et seq., and other applicable laws and regulations. Nothing in this Agreement is intended to limit the authority of the Service to seek penalties or otherwise fulfill its responsibilities under the ESA or as an agency of the Federal government. 18.0. COUNTERPARTS 18.1. This Agreement may be executed in identical counterparts, and each counterpart shall be deemed to be an original document. All executed counterparts together shall constitute one and the same document, and any counterpart signature pages may be detached and assembled to form a single original document. 19.0 TIME IS OF THE ESSENCE 19.1. Time is of the essence to the terms and conditions of this Agreement. AGREEMENT EXHIBITS The following Exhibits are attachments incorporated in this Conservation Bank Agreement: Exhibit A—General Location Map and Site Location Map for Property Exhibit B—Title Report, Legal Description and Legal Parcel Map for Property Exhibit C—Service Area Exhibit D—Management Plan Exhibit E—Credit Evaluation Exhibit F—Conservation Easement Exhibit G—Credit Receipt Form and Credit Ledger Exhibit H—Trust Agreement and Trustee's Certification Exhibit I—Endowment Deposit, Target Amount, Target Date, Interim Management Account Exhibit J—Phase I and II Environmental Site Assessments Exhibit K—Property Assessment and Property Assessment Acknowledgement PM Page 18 of 19 Pepper Ranch Preserve Conservation Bank Agreement 160 6 IN WITNESS WHEREOF, THE PARTIES HERETO have executed this Pepper Ranch Preserve Conservation Bank Agreement as of the date last signed below. PEPPER RANCH PRESERVE CONSERVATION BANK *M J Attest: BOARD 0 COUNTY CO► M LIONERS OF CRYSTAL K. KINZFL CLERK COLLIER ' OUNTY ‘A r By: �� Attest to Cnairman's ;pep ty A_DY S , CHAI •N signature �oved as to form lega11f1 Je er . Belpedio Assistant County Att UNITED STATES FIS AND WILDLIFE SERVICE Date: I O Z`�I 'LbI % Title: Roxanna Hinzman.Field Supervisor / / South Florida Ecological Services Office Page 19 of 19 Pepper Ranch Preserve Conservation Bank Agreement CA lou 0 THIS PAGE INTENTIONALLY LEFT BLANK • f . Mast; rismtniH i xo5 - •:116 .9;-..,.y7q," i, dl.14 ? 1 6 0 THIS PAGE INTENTIONALLY LEFT BLANK 1606 0 6 „._., EXHIBIT A EXHIBIT A 1606 Exhibit A General Location Map and Site Location Map for Property 1 6 0 6 THIS PAGE INTENTIONALLY LEFT BLANK Arm r killni 1p_ r ■ t Vit. : e € £ t �<',� Legend G� n Pepper Ranch Preserve Property Boundary Collier County Major Roads fl S a E Lake Trafford Road . Lake Trafford i Data Source: SCHEDA Project Location Map -Collier Conservation Program Imagery Source: ECOLOGICAL ANNIMMIllemompi -2010 Microsoft N ASSOCIATES Pepper Ranch Panther Conservation Bank Prospectus www scheda corn Collier County,Florida App3er03rrp0:aa0raetdo r0r n4lrw1r4y.3eaa0.yanaem,evaarpryttnoaan3nrytKnna.rnagenaa wmdstorrd ortrc:caeroaatrntnee• p limmommENINI 2 3 Miles Coordinate System m NAD 1983 FloridaState Plane East atx mtru.uaonry rnnr unrmamr. 0 160 6 Legend ® Pepper Ranch Preserve Property Boundary Panther Conservation Bank Limits Stewardship Sending Area (SSA#7) g LAKE TRAFFORD SCHEDA Data Source: ECOLOGICAL Conservation Bank Boundary Map _Collier consevationProgram Imagery Source: ASSOCIATES -2010 Microsoft Pepper Ranch Panther Conservation Bank Prospectus N www.scheda.com Collier County,Florida nu aata warm T map a auppnetl a NMENIMIMIMI wtM1out wa anry.Thk product M1as not been AI praparetl for legal, engn nfonma°r u Coordinate System: Feet NAD 1983 Florida 0 2,500 5,000 7,500 State Plane East EXHIBIT B 1606 6 Exhibit B Title Report, Legal Description and Legal Parcel Map for Property 16136 THIS PAGE INTENTIONALLY LEFT BLANK 1606 _ stewart title COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, a Texas Corporation (the "Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the Land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company. All liability and obligation under this Commitment shall cease and terminate six (6) months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by an authorized officer of the Company or an agent of the Company. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its — duly authorized officers on the Effective Date shown in Schedule A. Countersigned by: GUA LOVUL.dAteditidOiLd ti aroe Matt Morris re;a: `1 E Authorized Countersignature President and CEO ._ crw /Z': Stewart Title Company *** 4910 North Tamiami Trail, Suite 120 f , 1/ / Naples, FL 34103 Denise C-rraux Secretary For purposes of this form the"Stewart Title"logo featured above is the represented logo for the underwriter,Stewart Title Guaranty Company. 2006-2009 American Land Title Association. All rights reserved. � Copyright 9 AMERICAN The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. rAN> Irir All other uses are prohibited. Reprinted under license from the American Land Title Association. ASS".'MON FNo.:01206-64594 94 ALTA Commitment for Title Insurance(6/17/06)WITH FLORIDA MODIFICATIONS -, ,.. 160 6 CONDITIONS 1. The term mortgage,when used herein, shall include deed of trust,trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or(b) to eliminate exceptions shown in Schedule B, or(c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company whether or not based on negligence arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued will contain the following arbitration clause: Unless prohibited by applicable law, arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association may be demanded if agreed to by both the Company and the Insured at the time of the controversy or claim. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, and service of the Company in connection with its issuance or the breach of a policy provision or other obligation. Arbitration pursuant to this policy and under the Rules in effect on the date the demand for arbitration is made or, at the option of the Insured, the Rules in effect at Date of Policy shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permit a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtain from the Company upon request. STEWART TITLE GUARANTY COMPANY All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston,Texas 77252. Copyright 2006-2009 American Land Title Association. All rights reserved. ailli AMERICAN The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. LAND Hill All other uses are prohibited. Reprinted under license from the American Land Title Association. A1,04.101,, File No.:01206-64594 f ALTA Commitment for Title Insurance(6/17/06)WITH FLORIDA MODIFICATIONS 16Db SCHEDULE A COMMITMENT 1. Effective Date: January 17, 2018 at 8:00 A.M. 2. Policy or Policies to be issued: Proposed Amount of Insurance: a. ALTA Owner's Policy (6/17/06)with Florida Modifications To Be Agreed Upon Proposed Insured: TBD Premium: b. ALTA Loan Policy (6/17/06)with Florida Modifications Proposed Insured: Premium: 3. The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4. Title to the Fee Simple estate or interest in the land is at the Effective Date vested in: Collier County, a political subdivision of the State of Florida, by virtue of that certain conveyance recorded in Official Records Book 4425, Page 3280, of the public records of Collier County, Florida; and, by virtue of that certain conveyance recorded in Official Records Book 4425, Page 3298, of the Public Records of Collier County, Florida. 5. The land referred to in this Commitment is described as follows: A parcel of land lying in the East Half(E1/2) of the East Half(E1/2) of the Southwest Quarter(SW1/4) of the Southeast Quarter(SE1/4) of Section 22, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: Commence at the Southeast corner of Section 22, Township 46 South, Range 28 East, Collier County, Florida; thence run S 88°57'47"W, along the South line of the Southeast Quarter(SE1/4) of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described; thence continue S 88°57'47 W, along the south line of the Southeast Quarter(SE1/4) of said Section 22, for a distance of 330.09 feet; thence run N 00°31'18"W for a distance of 1342.51 feet; thence run N 88°58'31" E for a distance of 330.12 feet; thence run S 00°31'14" E, for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres, more or less. AND A parcel of land lying in the Southeast Quarter(SE1/4) of the Southwest Quarter(SW1/4) and the West Half(W1/2) of the Southwest Quarter(SW1/4) of the Southeast Quarter(SE1/4) of Section 22, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: Commence at the Southeast corner of Section 22, Township 46 South, Range 28 East, Collier County, Florida; thence run S 88°57'47"W, along the south line of the Southeast Quarter(SE1/4) of said Section 22 for a distance of 1980.56 to the Point of Beginning of the parcel of land herein described; thence continue S 88°57'47"W, along the south line of the Southeast Quarter(SE1/4) of said Section 22, for a distance of 660.19 feet to the South Quarter corner of said Section 22; thence run S 88°59'47"W along the south line of the southwest quarter of said Section 22, for a distance Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association. All rights reserved. "".°.` The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. An5t Rit Av All other uses are prohibited. Reprinted under license from the American Land Title Association. tAASSOCIATION Nu MIA 2283A-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 1 1606 of 1321.80 feet; thence run N 00°38'44"W for a distance of 1342.51 feet; thence run N 88°59'17" E, for a distance of 1324.63 feet; thence run N 88°58'31" E, for a distance of 660.24 feet; thence run S 00°31'22" E for a distance of 1342.58 feet to the Point of Beginning; containing 61.13 acres, more or less. AND The Southeast Quarter(SE1/4)of the Southwest Quarter(SW1/4) of Section 26, Township 46 South, Range 28 East, Collier County. Florida; containing 40.38 acres more or less. AND All of Section 28, Township 46 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less. AND The Northwest Quarter(NW1/4) of the Northeast Quarter(NE1/4) of the Northwest Quarter(NW1/4) of Section 35, Township 46 South, Range 28 East, Collier County, Florida; containing 10.09 acres more or less. AND A parcel of land located in a portion of Section 26, Township 46 South, Range 28 East. Collier County, Florida, being more particularly described as follows: The West Half(W1/2) of Section 26, Township 46 South, Range 28 East, Collier County, Florida, less the North 1452.35 feet thereof and less the Southeast Quarter(SE1/4) of the Southwest Quarter(SW1/4) of said Section 26, and less that parcel of land, as described and recorded in Official Records Book 2585 at Page 2735 through 2737, owned by South Florida Water Management District with Tax Folio Number 00052640007; containing 185.91 acres, more or less. AND All of Section 27, Township 46 South, Range 28 East, Collier County, Florida; containing 643.59 acres more or less. AND All of Section 33, Township 46 South, Range 28 East, Collier County, Florida; containing 706.33 acres more or less. AND The East Half(E1/2) of the East Half(E1/2) of the Northwest Quarter(NW1/4); and the Northeast Quarter(NE1/4), less the East 30 feet and the Northerly 30 feet for public road right-of-way per dedication thereof recorded in Plat Book 12, Page 67 (known as Pepper Road), Section 35, Township 46 South, Range 28 East, Public Records of Collier County, Florida, less 2.29 acres in the Northeast Quarter(NE1/4) described in Deed recorded in Official Records Book 1834, Page 216; also less the real property described in Quit Claim Deed recorded in Official Records Book 49, Page 4; and in Official Records Book 280, Page 480; and in Official Records Book 282, Page 283; and in Official Records Book 289, Page 910; all of the Public Records of Collier County, Florida; AND The Southwest Quarter(SW1/4) of the Northwest Quarter(NW1/4); and the West Half(W1/2) of the Southeast Quarter(SE1/4) of the Northwest Quarter(NW1/4); and the Southwest Quarter(SW1/4) of the Northeast Quarter (NE1/4) of the Northwest Quarter(NW1/4); and the South Half(S1/2) of the Northwest Quarter(NW1/4) of the Northwest Quarter(NW1/4); and the Northwest Quarter(NW1/4) of the Northwest Quarter(NW1/4) of the Northwest Quarter(NW1/4); and the West Half(W1/2) of the Northeast Quarter(NE1/4) of the Northwest Quarter(NW1/4)of the Northwest Quarter(NW1/4)of Section 35, Township 46 South, Range 28 East, Collier County, Florida; containing 208.83 acres, more or less. Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMERICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. t nN n tt t tE .1,soe.i+neta 2283A-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 2 16136 For Company Reference Purposes Only According to insured representation or vesting instrument(s), the street address of the property is: XXXX Pepper Rd., Naples, FL 34142 County: Collier PIN/Tax#: The Company does not represent or insure the above address is accurate. END OF SCHEDULE A LOC4latodA-Cetuitok.0 Authorized Countersignature Stewart Title Guaranty Company issusmn Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMERICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. Lnu aWO(kAtION 2283A-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 3 „, 6D 6 SCHEDULE B-I COMMITMENT Requirements: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. 1. Special Warranty Deed from corporate record title owner to proposed insured owner. 2. Obtain for file a Corporate Resolution showing the authority of appropriate officers of a corporation to execute conveyance instrument(s) and attesting that the property to be conveyed is not all or substantially all of the assets of the corporation. 3. Obtain for file a statement from the Secretary of State's office in the State of corporation's charter that corporation is in good standing with names of current officers and showing actual date of incorporation to be prior to date of acquisition of subject property. 4. The name or names of the proposed insured under the policy must be furnished and this commitment is subject to such further exceptions and/or requirements as may then be deemed necessary. 5. Closing Media to ascertain that there are no outstanding assessments due to City of Naples and Collier County. 6. Proof satisfactory to the Company that all improvements on subject property have been completed more than 90 days. 7. Obtain for file a Non-Foreign Affidavit and Solicitation for seller's taxpayer identification number, in compliance with I.R.S. Code 1445 and 6045(e) requirements. 8. Obtain tax proration agreement from record title owner and proposed insured for payment of 2018 Property taxes. NOTE:A Judgment Search has been done and there are no outstanding judgments or Tax Liens recorded against proposed insured owner as of the date of this commitment. B. Affidavit from the seller and borrower stating: 1. That there are no matters pending against them that could give rise to a lien that would attach to the subject property between the effective date of the Commitment and the recording of instruments giving rise to the interest to be insured. 2. That the affiants have not executed and will not execute any instruments that would adversely affect the title to the subject property or the lien of any mortgage to be insured pursuant to the Commitment. 3. A sample form of this affidavit is available upon request. C. The closing funds pertaining to the transaction must be disbursed by or at the direction of the insuror or its agent. D. An updated title examination, commencing as of the effective date of this Commitment, which shall be performed Copyright 2006-2009 American Land Title Association. All rights reserved. 1111111101M111111 --� The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMERICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. t o HILL Axax i..tIieu 2283BI-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 1 16136 at or shortly prior to the closing of the transaction, should not reveal any title defects or other adverse matters appearing should be disposed of prior to closing to the satisfaction of the insuror or its agent. mown -+, Copyright 2006-2009 American Land Title Association. All rights reserved. AMERICAN The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. LAND TtYLE ASSOCIATION 228381-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 2 } 160 6 SCHEDULE B-Il COMMITMENT Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Standard Exceptions: a. Rights or claims of parties in possession not shown by the public records. b. Easements, or claims of easements, not shown by the public records. c. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises. d. Any lien, or right to a lien, for services, labor, or material hereto or hereafter furnished, imposed by law and not shown by the public records. e. Any adverse ownership claim by the State of Florida by right of sovereignty to any portion of the lands insured hereunder, including submerged, filled, and artificially exposed lands and lands accreted to such lands. Special Exceptions: 3. Taxes for the year 2018 and subsequent years,which are not yet due and payable. 4. Any lien arising under Chapter 159, Florida Statutes, in favor of any city, town, village or port authority for unpaid service charges for service by any water system, sewer system or gas system servicing the lands described herein. 5. Easement in favor of"Trafford Oaks", a Partnership, contained in instrument recorded in Official Records Book 907, Page 1383, of the Public Records of Collier County, Florida. 6. Easement in favor of Turner Corporation, contained in instrument recorded in Official Records Book 1219, Page 1113, of the Public Records of Collier County, Florida. 7. Resolution recorded in Official Records Book 4089, page 3509, of the Public Records of Collier County, Florida. 8. Stewardship Easement Agreement recorded in Official Records Book 4089, Page 3837, of the Public Records of Collier County, Florida. 9. Stewardship Sending Area Memorandum recorded in Official Records Book 4089,page 3511, of the Public Records of Collier County, Florida. 10. All matters shown on the Plat of Pepper Road Right of Way recorded in Plat Book 12, Page 2670, of the Public Records of Collier County, Florida. 11. Easement in favor of Collier County contained in the instrument recorded in Official Records Book 49, Page 147, of the Public Records of Collier County, Florida. 12. Easement for boat landing in favor of the State of Florida contained in the instrument recorded in Official Records Book 157, Page 437, of the Public Records of Collier County, Florida. 13. Lease Agreement for dead pine stumps and top wood recorded in Official Records Book 170, Page 731, of the Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMERICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. I NNI) 2283811-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 1 160 6 Public Records of Collier County, Florida, along with Quit Claim of Rights as recorded in Official Records Book 371, page 403, of the Public Records of Collier County, Florida. 14. Easement in favor of Turner Corporation contained in instrument recorded in Official Records Book 1219, Page 1118, of the Public Records of Collier County, Florida. 15. Subject to mineral, oil, gas and casinghead gas reservation in Warranty Deed from Turner Corporation to Rex Properties, Inc., recorded in Official Records Book 1219, page 1107, et seq., of the Public Records of Collier County, Florida. 16. Surface Agreement recorded in Official Records Book 1191, page 1114 (as released for some lands in Official Records Book 4394, page 578), of the Public Records of Collier County, Florida. 17. Oil, Gas & Mineral Lease recorded in Official Records Book 1062, Page 1114, (as released for some lands in Official Records Book 3557, page 3585), of the Public Records of Collier County, Florida, as assigned and amended. 18. Oil, Gas& Mineral Lease recorded in Official Records Book 1062, page 1117 (as released for some lands in Official Records Book 3557, page 3585), of the Public Records of Collier County, Florida, as assigned and amended. 19. Access Easement recorded in Official Records Book 4425, Page 3258, of the Public Records of Collier County, Florida. 20. Access Easement recorded in Official Records Book 4425. Page 3263, of the Public Records of Collier County, Florida. 21. Access Easement recorded in Official Records Book 4425, Page 3302, of the Public Records of Collier County, Florida. 22. Unrecorded Lease Agreement between Lake Trafford Ranch, LLLP (Lessee) and Collier County (Lessor) dated February 28, 2009. 23. Oil, gas and mineral reservations, together with the right of entry, in Exhibit"C"the"Reserved Mineral Estate" and the terms and conditions related thereto, reservation all rights, benefits, revenues and entitlements as to leases described in Exhibit"D" and also the retention of Stewardship Sending Area Credits, all as set forth and contained in Warranty Deed from Lake Trafford Ranch, LLLP, a Florida limited liability limited partnership to Collier County, a political subdivision of the State of Florida recorded 02/06/2009 in Official Records Book 4425, Page 3280, of the Public Records of Collier County, Florida. 24. Access Easement granted to Florida Department of Environmental Protection, as more fully set forth in the document recorded in Official Records Book 4687, Page 1389, of the Public Records of Collier County, Florida. 25. Declaration of Restrictive Covenants by Collier County and the Florida Department of Environmental Protection recorded in Official Records Book 4694, Page 2608, of the Public Records of Collier County, Florida. 26. Right of Entry granted to Florida Department of Environmental Protection, as more fully set forth in the document recorded in Official Records Book 4855, Page 901, of the Public Records of Collier County, Florida. 27. Right of Entry granted to Southwest Florida Research and Education Center, University of Florida Institute of Food and Agricultural Sciences, as more fully set forth in the document recorded in Official Records Book 5173, Page 2077, of the Public Records of Collier County, Florida. 28. Rights of tenants under any unrecorded leases. Stewart Title Guaranty Company r• ••. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. nME XICnN All other uses are prohibited. Reprinted under license from the American Land Title Association. LAND wit L[ 2283611-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 2 1606 29. This policy does not insure any portion of the insured parcels lying waterward of the ordinary high water mark of Lake Trafford. 30. Riparian and littoral rights are not insured under this policy. 31. Any adverse ownership claim by the State of Florida by right of sovereignty to any portion of the lands insured hereunder, including submerged, filled and artificially exposed lands accreted to such lands. 32. NOTE: The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00052360002, show a gross amount of$0.00. 33. NOTE: The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00053000002, show a gross amount of$0.00. 34. NOTE: The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00052960004, show a gross amount of$0.00. 35. NOTE: The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00053200006, show a gross amount of$0.00. 36. NOTE: The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00053840000, show a gross amount of$0.00. Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AM/RICAN All other uses are prohibited. Reprinted under license from the American Land Ttle Association. I w I wit [. A1111ff TION 2283BI1-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 3 0 1606 Stantec 3200 Bailey Lane,Suite 200, Naples, FL 34105 Legal Description Of part of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation Easement South) All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida; Thence along the South line of said Section 33, South 88°24'14"West 5,311.29 feet to the Southwest corner of Section 33; Thence along the West line of Section 33, North 00°28'34"West 223.38 feet; Thence leaving said West line, North 54°23'47" East 56.65 feet; Thence North 01°34'46" East 111.63 feet; Thence North 26°11'08" East 96.92 feet; Thence North 75°07'28" East 108.66 feet; Thence South 75°48'14" East 107.06 feet; Thence South 61°17'06" East 107.59 feet; Thence South 82°52'46" East 158.86 feet; Thence North 55°32'51" East 162.44 feet; Thence North 52°28'37" East 268.07 feet; Thence North 48°27'43" East 163.33 feet; Thence North 44°31'57" East 159.99 feet; Thence North 23°01'32" East 156.02 feet; Thence North 14°41'52" East 215.45 feet; Thence North 28°44'01" East 160.01 feet; Thence North 39°04'47" East 161.72 feet; Thence North 51°12'12" East 161.07 feet; Thence North 72°00'29" East 159.38 feet; Thence North 85°01'26" East 160.81 feet; Thence North 69°49'46" East 107.08 feet; Thence North 63°09'55" East 214.48 feet; Thence North 76°26'30" East 160.99 feet; Thence South 80°58'13" East 214.34 feet; Thence South 80°45'14" East 214.47 feet; Thence South 87°21'54" East 107.08 feet; Thence North 79°25'51" East 107.36 feet; Thence North 76°45'34" East 107.47 feet; Thence North 01°27'07" East 250.73 feet; Thence South 76°55'22" East 22.01 feet; Thence South 77°44'21" East 14.20 feet; Thence South 80°25'31" East 32.77 feet; Thence South 84°10'52" East 32.72 feet; Thence South 87°55'54" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; 1606 6 Stantec Thence North 84°34'14" East 32.72 feet; Thence North 80°49'08" East 32.72 feet; Thence North 77°04'06" East 32.72 feet; Thence North 74°08'33" East 18.35 feet; Thence North 73°05'31" East 62.06 feet; Thence North 72°16'11" East 14.38 feet; Thence North 69°34'14" East 32.72 feet; Thence North 65°49'07" East 32.72 feet; Thence North 62°42'28" East 21.57 feet; Thence North 61°28'20" East 79.03 feet; Thence North 60°50'00" East 11.15 feet; Thence North 58°19'11" East 32.72 feet; Thence North 54°34'10" East 32.72 feet; Thence North 50°49'10" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 44°45'08" East 7.70 feet; Thence North 44°18'42" East 135.33 feet; Thence North 57°23'16" East 16.51 feet; Thence North 54°34'15" East 32.72 feet; Thence North 50°49'05" East 32.72 feet; Thence North 47°16'10" East 29.25 feet; Thence North 45°35'21" East 14.07 feet; Thence North 45°23'51" East 3.47 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39°34'13" East 32.72 feet; Thence North 36°05'30" East 27.94 feet; Thence North 50°59'16" East 58.75 feet; Thence North 57°41'34" East 21.79 feet; Thence North 54°34'15" East 32.72 feet; Thence North 52°28'24" East 3.68 feet; Thence North 52°16'23" East 63.02 feet; Thence North 50°36'24" East 29.04 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°20'20" East 2.88 feet; Thence South 31°06'46" East 19.07 feet; Thence South 32°25'11" East 35.96 feet; Thence South 32°59'02" East 9.91 feet; Thence South 35°25'56" East 32.72 feet; Thence South 39°10'52" East 32.72 feet; Thence South 42°48'16" East 30.48 feet; Thence South 44°32'55" East 110.53 feet; Thence South 44°39'57" East 2.24 feet; Thence South 46°40'53" East 32.72 feet; Thence South 50°25'48" East 32.72 feet; Thence South 52°59'56" East 12.05 feet; Thence South 53°41'11" East 84.51 feet; Thence South 54°52'11" East 20.68 feet; Thence South 57°55'49" East 32.72 feet; Thence South 61°40'53" East 32.72 feet; Thence South 64°39'48" East 19.31 feet; Thence South 55°05'04" East 16.97 feet; 2 1606 Stantec Thence South 57°24'39" East 23.69 feet; Thence South 58°46'15" East 56.97 feet; Thence South 59°17'05" East 9.03 feet; Thence South 61°40'59" East 32.72 feet; Thence South 65°25'44" East 32.72 feet; Thence South 69°10'50" East 32.72 feet; Thence South 72°55'55" East 32.72 feet; Thence South 74°58'35" East 3.16 feet; Thence South 75°10'04" East 121.80 feet; Thence South 76°51'48" East 29.56 feet; Thence South 80°25'44" East 32.72 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; Thence North 84°34'14" East 32.72 feet; Thence North 81°53'48" East 13.86 feet; Thence North 81°06'24" East 99.28 feet; Thence South 81°29'37" East 14.13 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; Thence North 84°34'14" East 29.06 feet to a point on the East line of aforementioned Section 33; Thence along said East line, South 00°27'07" East 1,978.48 feet to the POINT OF BEGINNING. Containing 191.77 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida, being North 89°00'45" East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors - lir By: July 6, 2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 3 1606 Stantec 3200 Bailey Lane,Suite 200, Naples, FL 34105 Legal Description Of part of Sections 22, 26, 27, 28, and 33, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation North Easement) All that portion of Sections 22, 26, 27, 28, and 33, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Northeast corner of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the east line of said Section 27, South 01°10'11" East 1,451.36 feet; Thence leaving said line, North 89°01'24" East 2,641.46 feet; Thence South 01°09'15" East 7.19 feet; Thence South 00°29'45" East 515.68 feet; Thence South 87°41'04"West 434.44 feet; Thence South 15°34'37"West 476.50 feet; Thence South 55°58'23" East 619.80 feet; Thence South 04°46'34" East 1,121.80 feet; Thence South 01°09'15" East 1,412.02 feet to a point on the South line of Section 26, Township 46 South, Range 28 East, Collier County, Florida; Thence along said South line South 88°50'43"West 2,640.55 feet to the Northwest corner of Section 34, Township 46 South, Range 28 East, Collier County, Florida, Thence along the North line of said Section 34, in the following 2 (two) courses: 1. South 89°32'22"West 2,635.27 feet; 2. South 89°34'45"West 2,640.41 feet to the Northwest corner of said Section 34; Thence along the West line of said Section 34, South 00°27'07" East 220.66 feet; Thence leaving said line, West 207.03 feet; Thence South 88°13'20" West 31.02 feet; Thence South 84°34'04"West 32.72 feet; Thence South 80°49'16"West 32.72 feet; Thence South 77°04'04" West 32.72 feet; Thence South 73°19'13" West 32.72 feet; Thence South 69°34'05"West 32.72 feet; Thence South 65°49'11" West 32.72 feet; Thence South 62°04'14" West 32.72 feet; Thence South 58°19'10"West 18.06 feet; Thence South 89°44'17"West 7.31 feet; Thence North 90°00'00" West 40.66 feet; Thence South 36°51'00"West 21.40 feet; Thence South 05°11'30"West 29.34 feet; Thence South 47°04'07" West 34.13 feet; Thence South 43°19'07" West 32.72 feet; Thence South 39°34'14"West 36.31 feet; Thence South 35°58'28"West 305.44 feet; Thence South 34°57'22"West 17.72 feet; Thence South 32°04'10" West 32.72 feet; Thence South 28°19'19"West 32.72 feet; dJ 1606 Stantec Thence South 24°34'06"West 32.72 feet; Thence South 20°49'05" West 38.61 feet; Thence South 16°32'34"West 110.84 feet; Thence South 13°19'05" West 35.16 feet; Thence South 09°34'09" West 32.72 feet; Thence South 05°56'21"West 10.46 feet; Thence North 87°40'21" West 69.09 feet; Thence North 83°38'36" West 4.18 feet; Thence South 54°27'33"West 0.48 feet; Thence North 87°40'21" West 48.58 feet; Thence North 86°49'35" West 40.20 feet; Thence South 58°00'26" West 1.05 feet; Thence North 87°40'21"West 463.62 feet; Thence North 50°12'30" West 12.42 feet; Thence South 59°02'48"West 13.77 feet; Thence North 87°40'21" West 40.95 feet; Thence North 45°00'00" West 13.00 feet; Thence South 75°22'16"West 15.24 feet; Thence South 75°23'29"West 15.00 feet; Thence North 87°40'21" West 61.92 feet; Thence North 74°03'52" West 4.81 feet; Thence North 69°25'46" West 11.19 feet; Thence South 71°32'28"West 13.07 feet; Thence North 87°40'21" West 149.05 feet; Thence North 02°44'46" West 22.99 feet; Thence North 02°11'52" West 34.08 feet; Thence North 01°58'56"West 4.42 feet; Thence North 02°37'38" East 522.70 feet; Thence North 09°40'05" East 197.26 feet; Thence North 04°29'02" East 174.48 feet; Thence North 10°12'57" West 135.89 feet; Thence North 50°04'16" West 100.64 feet; Thence North 77°04'03" East 29.80 feet; Thence North 73°19'10" East 32.72 feet; Thence North 69°34'14" East 32.72 feet; Thence North 65°49'07" East 32.72 feet; Thence North 62°04'15" East 32.72 feet; Thence North 58°19'06" East 32.72 feet; Thence North 54°34'11" East 32.72 feet; Thence North 50°49'06" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39°43'52" East 29.52 feet; Thence North 50°50'25" East 34.91 feet; Thence North 48°59'07" East 139.11 feet; Thence North 47°04'13" East 29.89 feet; Thence North 88°01'00" East 64.65 feet; Thence North 89°02'05" East 43.18 feet; Thence North 89°01'56" East 0.48 feet; Thence North 89°01'57" East 0.84 feet; Thence North 89°00'52" East 43.73 feet; 2 160 6 Stantec Thence North 85°56'06" East 74.09 feet; Thence North 88°55'03" East 41.72 feet; Thence North 88°54'41" East 40.52 feet; Thence North 90°00'00" East 82.19 feet; Thence North 87°13'27" East 30.98 feet; Thence North 87°04'18" East 29.43 feet; Thence North 71°14'23" East 39.83 feet; Thence North 55°50'28" East 25.49 feet; Thence North 31°00'36" East 26.43 feet; Thence North 17°08'05" East 33.12 feet; Thence North 01°09'47" East 36.95 feet; Thence North 04°30'31" West 86.27 feet; Thence North 03°09'26" West 33.94 feet; Thence North 03°09'43" West 61.96 feet; Thence North 05°50'02"West 66.72 feet; Thence North 00°42'09" West 32.33 feet; Thence North 00°42'45" West 27.99 feet; Thence North 03°20'41" West 28.58 feet; Thence North 03°21'16" West 10.02 feet; Thence North 06°35'45" West 39.42 feet; Thence North 03°45'45" West 34.76 feet; Thence North 04°44'22" West 20.99 feet; Thence North 04°44'16"West 0.19 feet; Thence North 04°45'08" West 15.17 feet; Thence North 09°38'54" West 25.32 feet; Thence North 09°37'56" West 6.91 feet; Thence North 88°44'42" East 1.40 feet; Thence North 18°48'39" West 48.43 feet; Thence North 16°56'58" West 28.42 feet; Thence North 20°06'22" West 32.89 feet; Thence North 18°26'05" West 16.73 feet; Thence North 14°01'42" West 21.77 feet; Thence North 08°46'45" West 29.73 feet; Thence North 06°28'51"West 26.54 feet; Thence North 04°07'04" West 31.77 feet; Thence North 02°02'13" East 43.02 feet; Thence North 04°39'28" East 46.16 feet; Thence North 02°06'26"West 23.13 feet; Thence North 02°04'56" West 17.70 feet; Thence North 01°33'45" East 24.82 feet; Thence North 01°33'12" East 30.14 feet; Thence North 01°33'30" West 110.16 feet; Thence North 08°31'23" West 45.76 feet; Thence North 04°37'44" West 46.91 feet; Thence North 06°39'43" West 58.46 feet; Thence North 08°04'49" West 32.19 feet; Thence North 04°55'41" West 52.82 feet; Thence North 05°02'40" West 34.08 feet; Thence North 14°22'43" West 30.45 feet; Thence North 24°09'36" West 31.30 feet; Thence North 26°04'41" West 39.41 feet; 3 o . 1606 cs Stantec Thence North 24°23'05" West 28.59 feet; Thence North 26°44'17" West 27.43 feet; Thence North 09°12'13" West 28.29 feet; Thence North 05°18'48" East 24.23 feet; Thence North 18°41'30" East 1.77 feet; Thence South 85°19'19" West 31.60 feet; Thence North 83°20'11" West 64.60 feet; Thence North 80°31'58" West 25.34 feet; Thence North 58°21'36" West 12.72 feet; Thence North 53°50'30" West 43.25 feet; Thence North 32°46'22" East 34.25 feet; Thence North 10°43'16" East 24.43 feet; Thence North 05°24'31" West 23.53 feet; Thence North 42°22'14" West 25.14 feet; Thence North 69°10'27"West 16.54 feet; Thence North 64°10'08" West 25.38 feet; Thence North 36°48'47"West 14.75 feet; Thence North 30°57'15" West 12.90 feet; Thence North 53°32'30" West 24.71 feet; Thence North 42°13'19" West 21.94 feet; Thence North 33°38'37" West 21.25 feet; Thence North 45°09'00" West 24.57 feet; Thence North 62°38'50" West 37.64 feet; Thence North 66°53'50" West 28.03 feet; Thence North 78°13'51" West 18.07 feet; Thence North 67°29'34" West 13.56 feet; Thence North 62°16'37" West 17.47 feet; Thence North 54°05'21" West 20.03 feet; Thence North 57°00'48" West 21.33 feet; Thence North 73°58'56" West 21.98 feet; Thence South 87°20'46" West 16.24 feet; Thence North 90°00'00" West 19.15 feet; Thence North 76°28'09" West 18.97 feet; Thence North 78°06'33" West 14.30 feet; Thence North 90°00'00"West 19.16 feet; Thence North 87°29'57"West 16.96 feet; Thence North 83°10'54" West 31.16 feet; Thence North 73°51'03" West 13.30 feet; Thence North 73°50'05" West 15.85 feet; Thence North 74°25'11" West 19.10 feet; Thence North 70°53'37"West 17.97 feet; Thence North 72°59'30" West 17.70 feet; Thence North 75°37'04" West 32.71 feet; Thence North 77°49'14"West 27.88 feet; Thence North 71°34'43" West 32.62 feet; Thence North 81°52'11" West 26.07 feet; Thence North 68°31'12" West 26.13 feet; Thence North 65°14'37" West 31.62 feet; Thence North 70°23'26" West 35.20 feet; Thence North 65°46'58" West 32.31 feet; Thence North 71°09'43" West 36.58 feet; 4 �.k 1 6 D 6 X Stantec Thence North 72°25'55" West 31.70 feet; Thence North 74°02'24"West 26.82 feet; Thence North 83°15'09" West 25.83 feet; Thence South 66°43'37"West 28.25 feet; Thence South 87°56'06"West 19.16 feet; Thence North 85°31'09" West 18.47 feet; Thence North 77°51'22" West 21.10 feet; Thence North 70°51'49" West 15.61 feet; Thence North 50°09'28" West 17.26 feet; Thence North 24°01'03" West 14.51 feet; Thence North 02°46'33" West 14.76 feet; Thence North 04°36'18" East 8.91 feet; Thence North 05°19'43" East 8.10 feet; Thence North 87°13'01" West 0.10 feet; Thence North 04°36'18" East 0.75 feet; Thence North 90°00'00" West 36.08 feet; Thence South 87°33'38" West 17.67 feet; Thence North 82°43'39" West 17.82 feet; Thence North 90°00'00" West 19.38 feet; Thence North 39°10'55"West 22.56 feet; Thence North 42°48'01" West 30.48 feet; Thence North 44°32'56" West 19.18 feet; Thence North 36°17'35" West 68.94 feet; Thence North 39°10'52" West 34.26 feet; Thence North 42°55'47" West 32.72 feet; Thence North 46°40'55" West 32.72 feet; Thence North 50°16'53" West 30.15 feet; Thence North 52°00'41" West 51.70 feet; Thence North 54°10'39" West 32.91 feet; Thence North 57°55'53" West 32.72 feet; Thence North 61°40'57" West 32.72 feet; Thence North 65°25'43"West 32.72 feet; Thence North 69°10'55" West 32.72 feet; Thence North 72°55'48" West 32.72 feet; Thence North 76°40'52" West 32.72 feet; Thence North 80°25'47" West 15.59 feet; Thence North 03°04'25" West 7.95 feet; Thence North 00°00'00" East 39.00 feet; Thence North 11°15'18"West 25.92 feet; Thence North 04°44'36" West 36.64 feet; Thence North 06°57'39"West 30.42 feet; Thence North 07°33'25" West 22.31 feet; Thence North 10°40'06" West 23.98 feet; Thence North 29°47'55" West 26.78 feet; Thence North 83°50'28" West 30.34 feet; Thence North 82°10'49" West 21.57 feet; Thence North 82°24'49" West 17.09 feet; Thence North 65°29'49" West 7.65 feet; Thence North 15°16'43" West 21.14 feet; Thence North 07°50'51" West 21.58 feet; Thence North 06°51'54" West 18.57 feet; 5 1606 Stantec Thence North 21°11'07" West 24.46 feet; Thence North 35°08'55" West 24.31 feet; Thence North 38°07'32" West 26.22 feet; Thence North 41°49'59" West 18.78 feet; Thence North 34°26'25" West 16.98 feet; Thence North 38°35'23" West 23.58 feet; Thence North 35°34'59" West 25.36 feet; Thence North 31°32'22" West 22.51 feet; Thence North 27°34'19" West 29.79 feet; Thence North 33°16'57" West 40.64 feet; Thence North 23°50'31" West 27.39 feet; Thence North 31°32'25" West 22.51 feet; Thence North 37°10'30" West 26.83 feet; Thence North 37°21'48"West 35.23 feet; Thence North 28°32'57" West 29.31 feet; Thence North 24°30'57" West 27.18 feet; Thence North 10°16'10"West 175.15 feet; Thence North 05°25'21" East 219.23 feet; Thence North 55°23'22" East 109.78 feet; Thence North 85°20'29" East 171.74 feet; Thence North 05°55'46" West 112.19 feet; Thence North 05°55'49" West 117.14 feet; Thence North 67°07'12" West 193.77 feet; Thence North 01°38'41" West 23.52 feet; Thence North 02°42'37"West 23.13 feet; Thence North 00°39'23" East 20.58 feet; Thence North 02°44'56" East 48.49 feet; Thence North 00°00'00" East 42.76 feet; Thence North 03°47'03" East 45.03 feet; Thence North 02°23'18" East 52.36 feet; Thence North 01°56'59" East 44.22 feet; Thence North 03°15'26" East 51.65 feet; Thence North 07°56'29" East 63.99 feet; Thence North 02°39'00" West 16.27 feet; Thence North 00°00'00" East 29.43 feet; Thence North 02°32'31" East 16.96 feet; Thence North 01°51'04" East 22.13 feet; Thence North 02°03'36"West 19.89 feet; Thence North 01°49'41" West 2.81 feet; Thence North 38°14'36" East 135.54 feet; Thence North 69°58'35" East 78.82 feet; Thence South 88°08'43" East 21.17 feet; Thence North 86°46'54" East 26.58 feet; Thence North 77°24'40" East 20.37 feet; Thence North 82°29'58" East 28.24 feet; Thence North 83°42'24" East 20.02 feet; Thence North 84°42'30" East 28.42 feet; Thence North 81°50'05" East 48.82 feet; Thence North 81°38'00" East 25.34 feet; Thence North 87°04'41" East 29.51 feet; Thence North 78°27'05" East 33.07 feet; 6 0 1606 Stantec Thence North 79°06'20" East 39.01 feet; Thence North 76°14'11" East 40.22 feet; Thence North 82°18'42" East 43.87 feet; Thence North 86°55'24" East 22.37 feet; Thence North 81°34'54" East 22.12 feet; Thence North 73°48'05" East 18.39 feet; Thence North 83°45'53" East 20.78 feet; Thence North 90°00'00" East 14.72 feet; Thence North 78°41'24" East 18.80 feet; Thence North 81°06'27" East 23.85 feet; Thence North 86°59'43" East 27.29 feet; Thence North 81°38'00" East 25.34 feet; Thence North 74°16'36" East 24.48 feet; Thence North 84°01'02" East 28.15 feet; Thence North 80°48'15" East 41.82 feet; Thence North 85°21'06" East 36.21 feet; Thence North 82°22'34" East 38.66 feet; Thence North 82°43'11" East 11.87 feet; Thence North 76°23'14" East 6.08 feet; Thence North 84°41'51" East 8.14 feet; Thence North 84°42'40" East 8.16 feet; Thence North 90°00'00" East 16.93 feet; Thence North 84°55'34" East 17.01 feet; Thence North 24°02'10" East 18.79 feet; Thence North 03°14'52" West 11.44 feet; Thence North 03°38'36" East 32.62 feet; Thence North 83°39'44" East 89.38 feet; Thence South 86°18'45" East 75.34 feet; Thence South 85°54'31" East 34.04 feet; Thence South 32°44'37" East 40.37 feet; Thence North 39°04'33" East 49.33 feet; Thence North 39°37'13" East 49.39 feet to a point on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of Section 28 North 89°00'45" East 1,633.27 feet to the Northwest corner of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of Section 27, North 88°59'47" East 544.11 feet; Thence leaving said North Line, South 19°06'14" West 10.47 feet; Thence South 28°44'59"West 101.07 feet; Thence South 20°02'53" East 54.15 feet; Thence South 50°55'47" East 205.68 feet; Thence South 71°37'21" East 161.35 feet; Thence South 57°19'18" East 92.06 feet; Thence South 04°24'10" West 4.07 feet; Thence South 05°02'37"West 16.97 feet; Thence South 78°41'03" East 51.12 feet; Thence South 57°19'18" East 11.61 feet; Thence North 66°30'37" East 156.45 feet; Thence North 43°05'32" East 111.36 feet; Thence North 54°09'52" East 7.54 feet; Thence North 24°13'23" East 10.03 feet; S 7 1 6 0 6 Stantec Thence North 38°19'09" East 265.34 feet; Thence North 60°38'47" East 33.65 feet; Thence North 60°37'42" East 24.89 feet; Thence North 90°00'00" East 140.59 feet; Thence South 85°01'40" East 202.86 feet; Thence South 87°42'41" East 109.92 feet; Thence South 77°37'04" East 184.40 feet; Thence South 71°34'13" East 125.04 feet; Thence South 84°48'18" East 145.57 feet; Thence South 79°41'28" East 49.13 feet; Thence South 48°59'29" East 133.90 feet; Thence South 36°34'18" East 169.58 feet; Thence South 37°52'34" East 200.36 feet; Thence South 49°45'33" East 74.82 feet; Thence South 72°21'05" East 101.43 feet; Thence South 84°33'23" East 92.67 feet; Thence North 75°18'59" East 79.36 feet; Thence North 59°55'10" East 112.95 feet; Thence South 01°42'47" East 267.60 feet; Thence South 05°53'55" East 161.67 feet; Thence South 40°39'18" East 83.28 feet; Thence North 55°25'24" East 257.35 feet; Thence North 76°30'04" East 140.60 feet; Thence North 85°36'12" East 214.06 feet; Thence North 33°26'12" East 295.95 feet; Thence North 08°00'17" West 159.08 feet; Thence North 03°00'15"West 107.63 feet; Thence North 14°27'48" West 106.77 feet; Thence North 19°15'20" West 160.79 feet; Thence North 16°35'28"West 249.99 feet; Thence South 67°25'28" East 132.51 feet; Thence North 70°39'09" East 127.70 feet; Thence South 00°31'14" East 102.21 feet to a point on the North line of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of said Section 27, North 88°57'47" East 1,320.38 feet to the POINT OF BEGINNING. Containing 1,106.25 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45" East. Certificate of authorization#LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors 8 Q 1606 Stantec ePw By: November 16, 2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 160 6 Stantec 3200 Bailey Lane,Suite 200,Naples,FL 34105 Legal Description Of part of Section 35, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation Southeast Easement) All that portion of Section 35, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Northwest corner of Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of said Section 35, North 88°50'43" East 990.20 feet; Thence leaving said North line South 01°06'08" East 665.61 feet; Thence North 88°51'14" East 329.78 feet; Thence North 01°04'38" West 665.66 feet to a point on the North line of said Section 35; Thence along said North line, North 88°50'43" East 1,320.28 feet; Thence leaving said North line, South 01°09'15" East 59.56 feet; Thence North 79°08'10" East 177.54 feet; Thence North 88°51'15" East 2,095.54 feet; Thence 530.90 feet along the arc of a circular curve concave Southwest having a radius of 336.69 feet through a central angle of 90°20'40" and being subtended by a chord which bears South 45°58'25" East 477.58 feet; Thence South 00°48'05" East 1,825.70 feet; Thence 171.61 feet along the arc of a circular curve concave East having a radius of 485.73 feet through a central angle of 20°14'33" and being subtended by a chord which bears South 10°55'22" East 170.72 feet to a point on the East line of Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along the East line of said Section 35, South 00°48'05" East 78.64 feet; Thence leaving said line, South 88°54'25"West 1,990.68 feet; Thence North 70°49'52" West 54.03 feet; Thence North 77°28'40" West 14.99 feet; Thence North 54°28'40" West 41.97 feet; Thence North 37°25'14" West 34.79 feet; Thence North 45°00'58" West 20.70 feet; Thence North 70°21'23"West 24.18 feet; Thence North 51°51'31" West 28.95 feet; Thence North 34°55'50"West 18.51 feet; Thence North 33°42'20" West 24.72 feet; Thence North 77°28'40" West 17.60 feet; Thence North 69°27'17" West 13.90 feet; Thence North 75°58'18"West 20.12 feet; Thence North 74°03'45" West 11.84 feet; Thence North 29°45'34" West 13.11 feet; Thence North 21°48'42"West 8.75 feet; Thence North 45°01'00" West 19.78 feet; Thence North 74°03'47" West 22.23 feet; Thence North 52°08'26" West 31.99 feet; 1606 7•-t\ Stantec Thence North 32°01'08"West 29.84 feet; Thence North 23°58'24"West 16.01 feet; Thence North 32°29'12"West 21.20 feet; Thence North 32°01'10" West 15.34 feet; Thence North 80°32'31" West 9.89 feet; Thence North 25°01'47"West 26.91 feet; Thence North 21°02'53"West 28.82 feet; Thence North 54°28'37" West 29.25 feet; Thence North 45°00'58"West 29.89 feet; Thence North 59°45'27" West 22.59 feet; Thence North 56°19'28" West 29.32 feet; Thence North 45°00'59" West 34.49 feet; Thence North 57°16'45" West 33.25 feet; Thence North 74°03'46" West 58.86 feet; Thence North 75°58'18" West 26.82 feet; Thence North 72°15'51" West 42.69 feet; Thence North 69°27'18" West 27.79 feet; Thence North 45°00'56" West 28.97 feet; Thence North 74°03'46" West 49.73 feet; Thence North 69°41'15"West 43.08 feet; Thence North 35°00'28" West 37.31 feet; Thence North 85°14'19" West 19.59 feet; Thence North 76°46'01" West 28.40 feet; Thence North 45°00'55" West 16.10 feet; Thence North 39°49'20" West 12.70 feet; Thence North 30°58'38"West 28.44 feet; Thence North 61°34'15" West 44.39 feet; Thence North 11°19'03" West 8.29 feet; Thence North 72°29'00" West 32.40 feet; Thence North 68°12'32" West 17.52 feet; Thence North 60°57'33" West 16.74 feet; Thence North 26°34'41"West 21.81 feet; Thence North 21°32'48" West 23.90 feet; Thence North 09°28'06" West 9.89 feet; Thence North 08°07'58" West 11.49 feet; Thence North 06°20'40" West 14.72 feet; Thence North 36°53'06"West 8.13 feet; Thence North 33°42'14" West 5.86 feet; Thence North 12°32'06"West 14.99 feet; Thence North 07°07'47"West 13.11 feet; Thence North 18°26'36" West 10.28 feet; Thence North 00°00'00" East 11.38 feet; Thence North 14°02'44" West 18.77 feet; Thence North 33°42'14" West 36.49 feet; Thence North 50°12'34" West 24.10 feet; Thence North 69°27'17" West 21.47 feet; Thence North 63°26'50" West 14.55 feet; Thence North 50°12'38" West 12.70 feet; Thence North 38°40'27" West 10.41 feet; Thence North 69°27'20" West 13.90 feet; Thence North 65°34'05" West 19.65 feet; 6 " 2 1606 Stantec Thence North 56°19'28" West 5.86 feet; Thence North 63°26'50" West 14.55 feet; Thence North 82°52'46" West 13.11 feet; Thence North 73°18'36" West 16.98 feet; Thence North 90°00'00" West 13.01 feet; Thence North 68°12'32"West 8.76 feet; Thence North 45°00'59" West 11.88 feet; Thence South 78°41'44" West 17.97 feet; Thence North 82°52'41"West 13.11 feet; Thence North 49°24'51" West 14.99 feet; Thence North 41°12'07" West 17.28 feet; Thence North 60°16'09"West 13.11 feet; Thence North 45°01'00" West 13.80 feet; Thence North 90°00'00"West 29.28 feet; Thence North 81°15'30" West 21.39 feet; Thence North 35°33'18"West 21.76 feet; Thence North 81°15'31" West 33.28 feet; Thence North 75°58'15" West 13.41 feet; Thence North 26°34'35" West 10.00 feet; Thence North 68°12'32"West 37.22 feet; Thence North 90°00'00" West 6.51 feet; Thence North 59°45'27" West 22.59 feet; Thence South 78°41'41"West 8.29 feet; Thence North 90°00'00" West 16.26 feet; Thence North 82°24'34" West 31.40 feet; Thence South 81°52'29"West 17.85 feet; Thence North 90°00'00"West 21.14 feet; Thence North 81°52'29" West 11.50 feet; Thence North 77°00'43"West 21.70 feet; Thence North 79°42'06" West 18.18 feet; Thence South 82°52'46"West 13.11 feet; Thence North 90°00'00"West 13.01 feet; Thence North 73°18'36" West 16.98 feet; Thence North 78°41'41" West 8.29 feet; Thence North 66°48'46" West 12.39 feet; Thence North 66°02'59" West 35.65 feet; Thence North 84°17'35" West 17.93 feet; Thence North 83°39'49" West 14.73 feet; Thence North 77°54'40" West 23.29 feet; Thence North 74°45'13" West 24.72 feet; Thence North 90°00'00"West 23.31 feet; Thence South 77°28'40"West 14.99 feet; Thence North 81°52'25" West 11.50 feet; Thence North 74°45'11" West 18.54 feet; Thence North 81°15'30" West 28.11 feet; Thence South 84°48'32" West 29.26 feet; Thence North 78°41'49" West 8.29 feet; Thence North 74°02'39" West 19.65 feet; Thence North 56°19'28" West 18.49 feet; Thence South 78°41'49"West 10.85 feet; Thence North 63°26'54" West 16.62 feet; 3 0 • • 1606 Stantec Thence South 78°41'41"West 8.42 feet; Thence North 75°58'17"West 29.80 feet; Thence North 81°52'27" West 23.00 feet; Thence North 90°00'00"West 32.53 feet; Thence North 83°39'45" West 14.73 feet; Thence North 71°34'34"West 10.29 feet; Thence North 90°00'00" West 27.65 feet; Thence South 78°41'49"West 8.29 feet; Thence North 85°36'15" West 21.21 feet; Thence North 69°27'17"West 27.79 feet; Thence North 90°00'00"West 9.76 feet; Thence North 71°34'34" West 5.14 feet; Thence North 59°03'01" West 13.55 feet; Thence North 75°58'15"West 24.91 feet; Thence North 63°26'51" West 18.18 feet; Thence North 53°08'49" West 8.13 feet; Thence North 71°34'28" West 10.29 feet; Thence North 68°12'32" West 16.84 feet; Thence North 83°39'50" West 31.72 feet; Thence North 75°58'09" West 6.71 feet; Thence North 84°48'32" West 17.96 feet; Thence North 80°32'37" West 9.89 feet; Thence North 80°32'31" West 16.82 feet; Thence South 75°58'22" West 24.81 feet; Thence North 90°00'00"West 8.13 feet; Thence South 81°52'24" West 11.50 feet; Thence North 90°00'00" West 8.13 feet; Thence South 69°27'17" West 13.90 feet; Thence South 77°28'40"West 14.99 feet; Thence South 71°34'30"West 15.43 feet; Thence South 80°32'29" West 9.89 feet; Thence South 63°26'57"West 14.55 feet; Thence South 64°59'42"West 26.92 feet; Thence South 74°03'47"West 11.84 feet; Thence South 59°03'01"West 18.96 feet; Thence South 84°17'31"West 16.35 feet; Thence South 85°36'15" West 21.21 feet; Thence North 90°00'00" West 32.53 feet; Thence North 83°39'50" West 14.73 feet; Thence North 71°34'28" West 10.29 feet; Thence North 77°28'40" West 14.99 feet; Thence North 00°00'00" East 1.63 feet; Thence North 88°23'04" West 20.02 feet; Thence South 81°52'28" West 16.75 feet; Thence South 86°11'17"West 35.61 feet; Thence South 64°48'40"West 22.25 feet; Thence South 66°48'46"West 9.02 feet; Thence South 41°12'06" West 19.64 feet; Thence South 75°58'16"West 2.54 feet; Thence North 90°00'00" West 16.58 feet; Thence South 69°27'16"West 16.19 feet; �� 4 160 6 Stantec Thence South 74°03'47" West 22.42 feet; Thence South 78°41'46" West 6.04 feet; Thence South 69°27'15"West 10.12 feet; Thence North 90°00'00"West 18.95 feet; Thence South 45°00'58" West 5.02 feet; Thence South 63°26'51" West 7.94 feet; Thence South 66°02'58"West 11.66 feet; Thence South 80°32'34"West 7.20 feet; Thence South 66°48'46" West 9.02 feet; Thence South 68°12'35"West 6.38 feet; Thence North 90°00'00" West 4.74 feet; Thence South 63°26'51"West 1.99 feet; Thence South 73°18'34"West 21.64 feet; Thence South 80°32'34" West 7.20 feet; Thence West North 90°00'00" 4.74 feet; Thence South 75°58'17" West 4.88 feet; Thence South 14°02'38"West 4.88 feet; Thence South 63°26'51"West 8.94 feet; Thence South 84°17'34" West 22.40 feet; Thence South 51°21'21"West 20.36 feet; Thence South 50°12'36"West 9.25 feet; Thence South 59°03'01"West 16.32 feet; Thence South 74°03'47" West 21.16 feet; Thence South 75°58'16"West 14.32 feet; Thence North 84°48'30" West 12.21 feet; Thence North 82°52'44" West 9.55 feet; Thence North 85°55'00" West 16.62 feet; Thence South 71°34'28"West 7.49 feet; Thence South 74°45'11" West 22.51 feet; Thence South 53°08'44"West 9.87 feet; Thence South 69°27'16" West 10.12 feet; Thence South 72°54'22"West 16.11 feet; Thence North 90°00'00" West 46.59 feet; Thence South 69°27'15"West 13.49 feet; Thence North 90°00'00" West 17.77 feet; Thence South 75°58'17" West 4.88 feet; Thence South 83°39'48"West 10.73 feet; Thence North 90°00'00" West 18.95 feet; Thence South 62°50'06"West 20.88 feet to a point on the West line of aforementioned Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along said West line, North 01°10'38"West 1,369.12 feet to the Northwest corner of said Section 35 also being the POINT OF BEGINNING. Containing 218.82 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45" East. 5 1 60 6 CS) Stantec Certificate of authorization#LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: November 16, 2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 Na 6 i6O6 0 z _.V O_ O1 CO0 Ull W f --1 Z F K f 5 Z C N O O N V V N 1 T N O _ _ E O O O x 0 O+ l 0OiO gi p4N _ p O z, O 7 U A W N N 00 J T U P W Nm O 0 T O 00 m m C Z _ V O ZvyUWNZaNZ NJZ N V N O UO W N ' .7, N N e N i N uN N c! WCz' C > no - OO o Oo A 0 W m N -. 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O ywy, C A Z .°' Zo 381 =gym ZmAAm r'i ODOS-O-1 rW� -D-Im• W Z 6ZoZZ 00 N., N W DO Z Z W0 in N u' 0 m n EXHIBIT C Exhibit C Service Area THIS PAGE INTENTIONALLY LEFT BLANK 1 II CHARLOTTE 1 GLADES j/ I I / I --- ----- •__.1•Z.._. —_ Legend EDPepper Ranch Preserve Property Boundary Pepper Ranch Preserve Conservation Bank Service Area •I PALMBEACH • LEE HENDRY I ., I eT fir , I m ! ait , E% 2 • IV lii„il I "# , ., <, 5 1 /// ,,,/// 'a rte..7, 0, ,.k! . __ / 1 g V E 1 COLLIER BROWARD E ti ,. ti t 11S:r t ti 'v..i. DADS Ii — I Q ?t MONROE I Data Source: 4 SCHEDA Service Area Map -Collier Conservation Program ECOLOGICAL Imagery Source: ASSOCIATES 2010 Microsoft /.."'N www.scheda.com Ranch Panther Conservation Bank Prospectus N www.scheda.com Collier County,Florida m a.m warm mr m•v.�.auD01i•tl a a. ...nom w.R•�y.ma v.oa�m ns vreve..e m,�g•i. .�gme.avg. of �er Coordinate System: liM=IMI Feet �.�n m.vnm=n a•e.o�«e.m NAD 1983 Florida •xensm ub usenliq mme mrormen°^ 0 50,000 100,000 150,000 State Plane East 0 THIS PAGE INTENTIONALLY LEFT BLANK 9 EXHIBIT D t t 1613 6 to-k, Exhibit D Management Plan 1606 THIS PAGE INTENTIONALLY LEFT BLANK 0 160 6 Pepper Ranch Preserve Conservation Bank Habitat Management Plan 0 1 6 0 6 TABLE OF CONTENTS 1.0 Introduction 1 1.1 Biological Goals 1 1.2 Objectives 1 1.3 Strategy 2 1.4 Project Area Applicability for Mitigation 2 2.0 Site Description 2 3.0 Physical Setting 6 3.1 Soils 7 3.2 Vegetative Communities 7 3.2.1 Uplands 10 3.2.2 Wetlands 12 4.0 Biological Resources 13 4.1 Listed Wildlife Species 13 4.2 Listed Plant Species 13 5.0 Species to be Addressed — Panther 15 5.1 Panther Habitat Requirements 16 5.2 Site Habitat Available 16 5.3 Credits Criteria 17 5.4 Service Area 20 6.0 Land Protection 20 6.1 Initial Restoration and Interim management 20 6.2 Long-term Management 21 6.3 Management Trust 21 7.0 Target Natural Community 22 7.1.1 Initial Invasive Species Removal 22 7.1.2 Mowing for Wildlife Benefits 23 7.1.3 Exotic/Invasive Plants 23 7.1.4 Prescribed Fire Planning 23 7.2 Hydrology 24 7.3 Enhancement 25 1 6 0 6 7.4 Success Criteria 25 7.5 Maintenance 25 7.6 Monitoring 25 7.6.1 Vegetation Monitoring 26 7.6.2 Wildlife Utilization Monitoring 27 8.0 Control of Public Access and activities 28 8.1 Hunting 29 8.2 South Public Access Area 30 8.3 North Public Access Area 31 8.4 Visitation Summary 32 9.0 Outside Entity Uses 33 ii 0 1606 TABLES Table 1 Soil Types Within Proposed Pepper Ranch Preserve Conservation Bank Table 2 Existing Field-Verified Land Use/Land Cover Within the Proposed Pepper Ranch Preserve Conservation Bank Table 3 Protected Wildlife Species Observed and With Potential Occurrence Within Pepper Ranch Preserve Table 4 Listed Floral Species Observed Within Pepper Ranch Preserve Table 5 Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank Table 6 Proposed Pepper Ranch Conservation Bank Interim Management Period Annual Cost Estimates Table 7 Monitoring Reporting Schedule Summary Table 8 Pepper Ranch Preserve 2013-2014 Public Visitation Summary FIGURES Figure 1 Florida Panther Focus Area Map Figure 2 Adjacent Conservation Lands Map Figure 3 Project Location Map Figure 4 Conservation Bank Boundary Map Figure 5 Cattle Dipping Vat Remediation Area Figure 6 Soils Map Figure 7 Land Use/Land Cover Map Figure 8 Protected Species Map Figure 9 Service Area Map Figure 10 Vegetation Monitoring Transect Location Map Figure 11 Conceptual Site Plan for Pepper Ranch Preserve Figure 12 Pepper Ranch Preserve Easement and Overlay Map iii 160 6 APPENDICES Appendix 1 Prescribed Grazing Plan Appendix 2 USFWS-Approved Pesticide Treatments Appendix 3 Pepper Ranch Preserve Cattle Lease Appendix 4 Pepper Ranch Preserve Final Management Plan iv 0 1606 „ft. 1.0 INTRODUCTION The Collier County Board of County Commissioners (County) has acquired the Pepper Ranch Preserve for conservation purposes and proposes to use the property to offset impacts to the Florida panther (Puma concolor coryi) (panther) from Collier County government public projects. The proposed Pepper Ranch Preserve Conservation Bank (Bank) will be managed for conservation, protection, and restoration of natural resources (collectively, the "Conservation Values") and for passive and compatible public outdoor recreation. 1.1 BIOLOGICAL GOALS The biological goals of the Bank are to (1) protect, manage and restore the native habitats on site for the benefit of the Florida panther, and (2) monitor management and passive recreation activities as they affect the Conservation Values (including the Florida panther, native vegetation, and wildlife) to ensure that all activities are consistent with protecting the Conservation Values. 1.2 OBJECTIVES The Bank will be managed for Florida panther and panther prey species use by: 1. maintaining upland, invasive, exotic vegetation at a manageable level (less than 5%); 2. maintaining pasture through cattle rotation, mowing, and burning; 3. maintaining forested land through prescribed fire regime; and 4. conducting scheduled, controlled hunts for feral hogs, deer and turkey. The value and integrity of the Preserve will be maintained by: 1. fencing and/or marking the property boundaries with conservation land signs; 2. gating the property to reduce uncontrolled access; 3. regulating public access through reservations and check-ins at the Visitor Center 4. limiting public access to Fridays, Saturdays, and Sundays - October through June; 5. limiting public access to designated trail systems; 6. having a Collier County Parks and Recreation Park Ranger present during public hours of operation; 7. housing a Florida Fish and Wildlife Conservation Commission (FWC) or Collier County Sheriff Office (CCSO) Officer within the preserve property; 1 S 160 6 8. conducting routine law enforcement patrols. 1.3 STRATEGY The Bank was selected and designed to provide conservation value to the panther and other threatened and endangered species in Collier County, and to provide passive recreational opportunities to local citizens. An active management plan is proposed to restore native communities where feasible through re-introduction of fire and control of invasive plants. Sufficient funds will be set aside to maintain these ecological improvements in perpetuity. Additionally, a conservation easement over the Bank property (Exhibit F of the Conservation Instrument) has been granted to Conservation Foundation of the Gulf Coast to ensure preservation in-perpetuity. 1.4 PROJECT AREA APPLICABILITY FOR MITIGATION The entire Bank is located within the Primary Zone of the U.S. Fish and Wildlife Service (Service) panther focus area (USFWS 2007) (Figure 1). The property is surrounded by conservation lands and Lake Trafford, and contains habitat suitable for the panther (Figure 2). Panthers are routinely photographed within the ranch via motion sensor camera. The photo below of a female panther with and two juvenile offspring was captured at Pepper Ranch Preserve on April 10, 2016. J. '( 1 • / '� ' s4, _' 0 55°F 167 TOMZCAM 10 APR 2016 08:11 am 2.0 SITE DESCRIPTION The 2,511.9 acre Pepper Ranch Preserve is located at 6315 Pepper Road just west of the town of Immokalee, Florida, along the north shoreline of Lake Trafford within 2 0 1606 Sections 22, 26, 27, 28, 33, and 35, Township 46 South, and Range 28 East (Figure 3). The preserve is within the rural area of Collier County that is governed by the Rural Lands Stewardship Area (RLSA) Overlay Program, an incentive based land use overlay system designed to encourage smart growth patterns. A portion of Pepper Ranch Preserve (approximately 985.4 acres) was designated as Stewardship Sending Area (SSA) - 7 by the previous owners. An SSA generates credits to property owners which can be used to entitle Stewardship Receiving Areas (SRA)s. SRAs are often self- contained planned urban developments within the RLSA. The SSA Program establishes a method for protecting and conserving the most valuable environmental land within the RLSA, including large connected wetland systems and significant areas of habitat for listed species. The 1,516.84 acre Bank will not include any of the lands already designated and protected under SSA-7 (Figure 4). The bulk of the Bank (1,297.84 acres) is RLSA designated "open". "Open" lands are lands within the RLSA that are generally of a lower natural resource quality than lands identified as Stewardship Sending Areas. The remaining 219.0 acres, located in the southeast corner of the Bank, adjacent to Lake Trafford, are outside of the RLSA and are zoned Agricultural with a Mobile Home Overlay. This 219.0 acre portion is also designated as a Recreational Tourist Subdistrict on the Immokalee Future Land Use Map. Pepper Ranch Preserve is bordered by South Florida Water Management District (District) Corkscrew Regional Ecosystem Watershed (CREW) lands to the north and west. These lands are designated as conservation areas and were acquired by the District with funds from the Save our Rivers Program. District CREW lands are mandated to be managed in an environmentally acceptable manner and restored to their natural state. Habitat management such as control of exotic species and prescribed burning may be conducted. Cattle ranching borders the preserve to the south; individual, residential homes border it to the south and east; Lake Trafford borders it to the south; unimproved RLSA "open" land borders it to the to the north and east; and the Lake Trafford dredge material impoundment area borders it to the east. The property has a variety of vegetative communities consisting of improved pastureland, former cultivated areas, bottomland forest, upland mixed forest, strand swamp, slough, pine flatwoods, and depression marsh. The presence of protected wildlife such as the Florida panther and Audubon's crested caracara (Polyborus plancus audubonii) has been confirmed on site; therefore, protecting, managing and restoring native habitats would provide benefits to this rare species as well as to others. Historically, the property was used for row crop and sod farming, cabbage palm harvesting, hunting, and cattle grazing. Currently, its uses include: limited hunting, hiking, biking, horseback riding, camping, and cattle grazing. Lake Trafford Road and Pepper Road existed in 1940. The majority of the preserve was natural at that time with the exception of one agricultural field. Additional agricultural activities occurred between 3 1606 1963 and 1980. Prior to 1995, the only additional development within the preserve included three oil fields on the western edge of the property; two of which are still active today. None of these oil fields are within the boundary of the Bank. The District retained Ayres and Associates to conduct a Phase I / II Environmental Site Assessment in August 1995. The objective of the Phase I / Phase II Environmental Assessment was to identify areas that may potentially impact soil and/or groundwater quality and to conduct soil and groundwater sampling within areas previously identified by the District as areas of environmental concern. In the report, Ayres noted the following as areas of environmental concern: 1. Three active oil production wells 2. Two hunting camp areas 3. Two former pesticide staging areas, and 4. An abandoned cattle dipping vat and associated maintenance area As a result of their Phase II activities, Ayres Associates recommended that additional environmental testing be conducted at the cattle dipping vat and the three oil well sites in order to determine the vertical and horizontal extent of contamination. No further assessment at the two pesticide staging areas and the cattle-dipping vat maintenance area was recommended. Solid waste within the two hunting camp areas documented by the 1995 Ayres report was removed by the time Collier County acquired the property. In May 2008, Collier County hired Environmental Consulting and Technology, Inc. (ECT) to perform a Phase I Environmental Site Assessment at Pepper Ranch. The purpose of the Assessment was to identify recognized environmental conditions (RECs). In reference to its assessment, ERC used the American Society for Testing and Materials, definition of the term REC, which is, the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or the material threat of a release of any hazardous substance or petroleum products into structures on the property or into the ground, ground water, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. ECT identified 3 RECs within Pepper Ranch - the former cattle- dipping vat, a 500-gallon above ground storage tank, and the 3 oil production wells — and recommended a Phase II Environmental Site Assessment at each REC to determine the presence of contamination. As a result, the 500-gallon AST and associated contaminated soil were removed from site, and further environmental testing was contracted for the former cattle-dipping vat and the 3 oil production wells. 4 0 1 60 6 The previous owners of the ranch agreed to hire HSA Engineers and Scientists to conduct a Phase II Environmental Site Assessment of the cattle dipping vat area prior to Collier County's acquisition of the preserve. The assessment identified the degree and extent of soil and groundwater contamination caused by the vat. As part of the County sale's agreement for the ranch, the sellers agreed to remediate the contamination caused by the vat. All contaminated soil was removed and replaced with clean fill. Quarterly groundwater testing for 1 year after soil remediation activities showed that the impacted groundwater plume associated with the cattle vat was stable and was not migrating. On July 1, 2011, the Florida Department of Environmental Protection issued a Conditional Site Rehabilitation Completion Order (SRCO) to Collier County which released the County from any further obligation to conduct site rehabilitation at the contaminated site. The SRCO is "Conditional" because the remediation site contains Alternate Cleanup Target Levels (ACTL's) of groundwater contamination. Sites with groundwater at ACTL's are only considered acceptable in conjunction with appropriate engineering and institutional controls that guarantee no groundwater will be used from within the sites. As a result, a barbed wire fence (engineering control) restricts physical access to the portion of the site where contaminated soil was replaced with clean fill, and a Declaration of Restrictive Covenant recorded over that portion of the site that encompasses the impacted groundwater plume (institutional control) restricts legal access to the drilling of groundwater wells within the remediation site. Panther habitat unit credits will not be sought from Collier County within the 0.8 acre Cattle Dipping Vat Soil Remediation Area (Figure 5). Collier County hired ECT to conduct a Phase II Environmental Site Assessment of the oil wells. During this assessment, chloride contamination of groundwater was found. As a result, the previous owners of the ranch agreed to hire ECT to complete a Limited Site Assessment Report for chloride contamination of groundwater around each of the 3 well sites. The analysis of groundwater from deep wells near each oil well revealed that concentrations of chlorides (290 mg/L) at 1 well site were slightly above the Groundwater Cleanup Target Level (GCTL) of 250 mg/L based on the Secondary Public Drinking Water Standard as specified in Rule 62-777, Table I. Florida Administrative Code. A deep water well far removed from the area of the oil fields revealed a chloride concentration of 51 mg/L, well below the GCTL. Even though the remaining chloride in the groundwater near the oil wells exceeds the GCTL, ECT did not believe it would be economical or prudent to undertake any kind of remediation until such time that all oil and gas production at the facility has ceased, the production wells have been plugged and abandoned, and site restoration is being performed. They also did not recommend that any type of cleanup or further assessment be undertaken on the part of the property owner concerning contamination resulting from the oil and gas operations on the property. ECT did recommend, and Collier County did implement, the following: an 5 1606 opinion should be obtained from FDEP indicating that the oil operator is responsible for the ultimate cleanup of any contamination and the property owner will not be held liable; the oil operator should monitor the permanent monitoring wells annually to ascertain whether contaminant levels are rising, are stable, or are declining; the oil operator should implement enhanced procedures for containment of future spills; and the oil operator should provide a copy of the current Spill Prevention, Control, and Countermeasures Plan to the property owner. Pepper Ranch Preserve is within an area of historical and archaeological significance. One prehistoric and archaeological site has been discovered within the preserve near Lake Trafford and the Visitor Center is considered an historic structure. Other historical and archaeological sites are most likely present on the property. In November 2014, during the cooler months, the County will contract a qualified archaeological firm to conduct a Phase 1 Cultural Resource Survey within the entire Bank area. The County holds title to Pepper Ranch Preserve and the Conservation Collier Program manages the property. The primary objective of the Conservation Collier Program, as stated in the program ordinance (2002-63, as amended) is to acquire, preserve, restore and maintain vital and significant threatened natural lands, forest, upland, and wetland communities located in Collier County, for the benefit of present and future generations. Management of all existing native habitats within Pepper Ranch Preserve through invasive, exotic plant removal and prescribed fire is a requirement under the program ordinance. The Land Owner is: Collier County Board of County Commissioners 3299 Tamiami Trail East, Suite 303 Naples, Florida 34112-5746 (239) 252-8097 The Land Manager is: Collier County Board of County Commissioners Conservation Collier Program 3300 Santa Barbara Blvd. Naples, Florida 34116 (239) 252-2957 Contact: Melissa Hennig Melissa.Henniq@colliercountyfl.gov 3.0 PHYSICAL SETTING The Pepper Ranch Preserve is located in the CREW. CREW is a 60,000-acre watershed spanning Lee and Collier Counties (Figure 2). CREW's 5,000-acre marsh is 6 0 160 6 the headwater for the entire watershed and is located northwest of Pepper Ranch Preserve. Historically the property was primarily pine flatwoods, swamp forests, and prairie (Davis 1967). 3.1 SOILS According to the National Resource Conservation Service (NRCS) soil survey, the property is comprised of eight major soil types (Figure 6). Table 1 reflects soil types and acreage within the Bank. Table 1. Soil Types Within Proposed Pepper Ranch Preserve Conservation Bank Soil ID Description Hydric(Y/N) Area (acres) 6 Riviera, Copeland Fine Sand Y 172.23 14 Pineda Fine Sand Y 13.33 16 Oldsmar Fine Sand N 441.97 18 Riviera Fine Sand Y 1.59 20 Ft. Drum and Malabar N 69.53 22 Chobee, Winder and Gator Soils Y 132.96 37 Tuscawilla Fine Sands N 529.94 43 Winder, Riviera, Chobee Soils, depressional Y 155.29 Total 1,516.84 3.2 VEGETATIVE COMMUNITIES The site is comprised of many different habitat types and land uses according to the Florida Land Use, Cover and Forms Classification System (FLUCFCS) as shown on Figure 7. Table 2 summarizes the FLUCFCS within the Bank in a pre-restoration condition. The table also provides a brief description of each FLUCFCS code. 7 Table 2. Pre-Existing Field-Verified Land Use/Land Cover Modified/Enhanced FLUCFCS Designations Within the Proposed Pepper Ranch Preserve Conservation Bank FLUCFCS FLUCFCS Percent Category Code FLUCFCS Description Area (acres) Cover(%) 0s n- D Ci m 180 Campground 11.86 0.8% T cc 5 O CO w cc D H O o 0 211 Improved pasture 549.67 36.2% N EE Q 3109 Upland prairie, disturbed 3.73 0.2% z o 310E1 Upland prairie, exotics 5-24% 35.11 2.3% o w cD z 310E2 Upland prairie, exotics 25-49% 4.01 0.3% Q 3209 Upland shrub, disturbed 3.56 0.2% 411 Pine flatwoods 149.89 9.9% 4119 Pine flatwoods, disturbed 40.80 2.7% 4119E1 Pine flatwoods, disturbed, exotics 5-24% 3.39 0.2% 4119E2 Pine flatwoods, disturbed, exotics 25-49% 1.24 0.1% H 4119E4 Pine flatwoods, exotics 75-100% 3.69 0.2% w O 422 Brazilian pepper, non-hydric 0.40 0.0% u_ O 427E1 Oak, exotics 5-24% 1.57 0.1% z 428E1 Cabbage palm, exotics 5-24% 1.14 0.1% a 0 428E3 Cabbage palm, exotics 50-74% 3.29 0.2% 0 0 • 434 Oak, slash pine, cabbage palm 180.35 11.9% 4349 Oak, slash pine, cabbage palm, disturbed 0.002 0.0% 4349E1 Oak, slash pine, cabbage palm, disturbed, exotics 5-24% 68.73 4.5% 4349E2 Oak, slash pine, cabbage palm, disturbed, exotics 25-49% 8.86 0.6% 437 Australian pine 1.16 0.1% 8 0 . 4 160 6 Table 2. Pre-Existing Field-Verified Land Use/Land Cover Modified/Enhanced FLUCFCS Designations Within the Proposed Pepper Ranch Preserve Conservation Bank, continued FLUCFCS FLUCFCS FLUCFCS Description Area (acres) Percent Category Code Cover(%) 512 Ditches 24.92 1.6% Ci W • l- c) Q "' 512E4 Ditches, exotics 75-100% 0.66 0.0% 6151 Red maple swamp 76.47 5.0% 6152 Pop ash swamp 2.69 0.2% 6162 Pond apple depression 0.71 0.0% 6169E1 Pond apple, laurel oak, cabbage palm, disturbed, exotics 5- 0.83 0.1% 6189 Willow/shrub wetland, disturbed 5.44 0.4% 6192 Brazilian pepper, hydric 0.84 0.1% 621 Cypress 0.72 0.0% 630 Wetland forested mix 23.81 1.6% 630E1 Wetland forested mix, exotics 5-24% 1.80 0.1% w 631 Shrub wetland 4.38 0.3% o Z 6319E1 Shrub wetland, disturbed, exotics 5-24% 4.72 0.3% 1- 6319E2 Shrub wetland, disturbed, exotics 25-49% 0.09 0.0% 0 631E1 Shrub wetland, exotics 5-24% 1.35 0.1% 0 C° 641 Freshwater marsh 29.55 1.9% 6419 Freshwater marsh, disturbed 27.21 1.8% 6419E1 Freshwater marsh, disturbed, exotics 5-24% 70.00 4.6% 6419E2 Freshwater marsh, disturbed, exotics 25-49% 26.19 1.7% 6419E3 Freshwater marsh, disturbed, exotics 50-74% 3.46 0.2% 641E1 Freshwater marsh, exotics 5-24% 83.40 5.5% 641E2 Freshwater marsh, exotics 25-49% 17.26 1.1% 641E3 Freshwater marsh, exotics 50-74% 1.27 0.1% 643 Wet prairie 2.10 0.1% 6439E2 Wet prairie, disturbed, exotics 25-49% 7.50 0.5% Lu 700 Cattle Dipping Vat Remediation Area 1.02 0.1% Q• 0 742 Borrow pond 0.78 0.1% m g 0 743 Spoil 1.24 0.1% 0 or 743E4 Spoil, exotics 75-100% 8.16 0.5% co o can 2 w 8145 Shell road, graded and drained 14.31 0.9% O Z O J °O H 0 8146 Primitive trail 1.51 0.1% TOTAL 1,516.84 100.0% 9 160 6 Johnson Engineering prepared a Land Management Plan (LMP) for Collier County in 2010. In the fall of 2009, their ecologists mapped the vegetation communities and other land uses found on the Pepper Ranch Preserve using modified/enhanced FLUCFCS designations. There are 27 distinct plant communities/land uses within the Bank. Some of these land uses are further described as disturbed and/or by the level of invasive exotic plants they exhibit. The number 9 qualifier in the FLUCFCS code represents a disturbance in the plant community, generally due to a hydrologic impairment; in some cases, the disturbance is from a cleared understory. The letter E qualifier represents the level of invasive exotic vegetation present by percent cover. The most prevalent land use/land covers within the Bank are Improved Pasture (FLUCFCS Series 211-36.2%); Freshwater Marsh (FLUCFCS Series 641-17.0%); Oak, Slash Pine, Cabbage Palm Forest (FLUCFCS Series 43417.0%); Pine Flatwoods (FLUCFCS Series 411-13.1%); Red maple swamp (FLUCFCS Series 6151-5.0%); Upland prairie (FLUCFCS Series 310- 2.8%); and Wetland forested mixed (FLUCFCS Series 630-1.7%). These categories account for approximately 92.8% of the land use/land cover within the Bank. 3.2.1 Uplands Improved Pasture (FLUCFCS series 211) 549.7 acres The most common community within the Bank is Improved Pasture (36.2%). The majority of the pasture exhibits upland grass and forbs species dominated by bahiagrass (Paspalum notatum) with a mixture of the following species: limpograss (Hemarthria altissima), common ragweed (Ambrosia artemisiifolia), dogfennel (Eupatorium capillifolium), smutgrass (Sporobolus indicus) bushy bluestem (Andropogon glomeratus var. hirsutior), tick-trefoil (Desmodium sp.), capeweed (Phyla nodiflora), creeping woodsorrel (Oxalis corniculata), rabbitbells (Crotalaria rotundifolia), flatsedges (Cyperus sp.), torpedo grass (Panicum repens), purple thistle (Cirsium horridulum), knotroot foxtail (Setaria parviflora), big carpetgrass (Axonopus furcatus), woodland false buttonweed (Spermacoce assurgens), and crabgrass (Digitaria sp.). Most of the pastures at Pepper Ranch Preserve are demarcated with large Brazilian pepper (Schinus terebinthifolius) associated with ditch/berm and fence lines. In the far western portion of the preserve there is hydric pasture that exhibits more wetland species than other pasture areas and the underlying soils are hydric. There is a midcanopy in the hydric pasture of pop ash (Fraxinus caroliniana), Brazilian pepper, and Carolina willow (Salix caroliniana). The herbaceous layer consists of southeastern sunflower (Helianthus agrestis), torpedo grass, bushy bluestem, spadeleaf (Centella asiatica), Virginia buttonweed (Diodia virginiana), blue mistflower (Conoclinium coelestinum), musky mint (Hyptis alata), and southern beaksedge (Rhynchospora microcarpa). 10 1606 Oak, Slash Pine, Cabbage Palm (FLUCFCS series 434) 257.9 acres This upland mixed forest community comprises approximately 17% of the Bank, the largest acreage of which is located primarily in the southwestern portion of the preserve but also occurs throughout the preserve in smaller acreages. This plant community is characterized by live oaks and laurel oaks (Quercus laurifolia) (both hardwood species), south Florida slash pine (Pinus Elliottii), cabbage palms (Sabal palmetto), and some cypress (Taxodium sp.) and strangler fig (Ficus aurea). Together, they generally form a closed canopy. The midcanopy and understory are similar to the upland mixed forest as described above. The midcanopy includes myrsine (Myrsine cubana), dahoon holly (Ilex cassine), and wax myrtle (Myrica cerifera). The plant species found in the understory are mainly native species including blue maidencane (Amphicarpum muhlenbergianum), foxtail grass, carpet grasses, slender flattop goldenrod (Euthamia caroliniana), musky mint, chocolate weed (Melochia corchorifolia), swamp fern (Blechnum serrulatum), capeweed, wild coffee, and varying densities of the invasive exotic torpedo grass. In the disturbed portions of this community Brazilian pepper comprises up to 24% of the midcanopy otherwise it is present at less than 5% coverage. In the herbaceous layer of the disturbed areas of this community there are significant levels (26-50% coverage) of caesarweed (Urena lobata) and some (1-5% coverage) dogfennel. Pine Flatwoods (FLUCFCS series 411) 199.0 acres The pine flatwoods community comprises approximately 13.1% of the Pepper Ranch Preserve Conservation Bank. This plant community is located predominately in the central and eastern portions of the preserve. The flatwoods at Pepper Ranch are characterized by a south Florida slash pine dominate canopy with some live oak (Quercus virginiana), wax myrtle and saw palmetto in the lower strata, and a myriad of herbs and forbs forming the ground cover, such as: swamp fern, muscadine (Vitis rotundifolia), American beautyberry (Callicarpa americana), tall elephant's foot, greenbrier (Smilax sp.), caesarweed, and tick-trefoil. Upland Prairie (FLUCFCS series 310) 42.9 acres The dry prairie community is located primarily in the extreme southwest portion of the preserve. Portions of this community exhibit no canopy, but where a canopy is present it is at less than 10% coverage and is made up of south Florida slash pine and cabbage palm. The shrub layer appears to have been cleared and now consists mainly of saw palmetto and wax myrtle. The understory is dominated by bahiagrass; other grasses and herbs present include: blue maidencane, torpedo grass, knotroot foxtail, big carpetgrass, chocolate weed, tall elephant's foot (Elephantopus elatus), tick-trefoil, musky mint, netted pawpaw (Asimina reticulata), slender flattop goldenrod, wire grass (Aristida stricta), and a variety of sedges. This community located in the eastern part of 11 1606 the preserve exhibit less native plant diversity, which has been replaced by cogongrass (Imperata cylindrica), smutgrass, Peruvian primrose willow, caesarweed, and Brazilian pepper. The disturbance to the portions of this community located in the southwestern part of the preserve appears to be due to a cleared shrub layer. 3.2.2 Wetlands Red Maple Swamp (FLUCFCS series 6151) 76.5 acres This community appears in association with Lake Trafford along the southeastern perimeter of Pepper Ranch Preserve. This natural community covers 5.0% of the Bank. It is characterized by a low-lying, closed-canopy forest of tall, straight trees with an open understory and ground cover of ferns, herbs, and grasses. Red maple (Acer rubrum) is the dominate canopy tree, some buttonbush (Cephalanthus oxidentalis) exists in the midcanopy and sawgrass (Cladium jamaicense), alligator flag (Thalia geniculata), swamp fern, and cinnamon fern (Osmunda cinnamomea) are the dominant species in the understory. Freshwater Marsh (FLUCFCS series 641) 258.3 acres Freshwater marsh comprises approximately 17% of the Bank. These wetlands are present throughout the preserve but are most prevalent in the central portion of the preserve and eastward to the property boundary. Native plant species found within this plant community included maidencane (Panicum hemitomon), Southeastern sunflower, blue maidencane, American cupscale, pickerelweed, alligator flag, swamp fern, sawgrass, narrowfruit horned beaksedge (Rhyncospera inundata), southern beaksedge, pale meadowbeauty (Rhexia mariana), bulltongue arrowhead (Sagittaria lancifolia), musky mint, Virginia buttonweed, buttonbush, lemon bacopa (Bacopa caroliniana), spikerushes (Eleocharis spp.), American white waterlily (Nymphaea odorata), broomsedge bluestem (Andropogon virginicus), sand cordgrass (Spartina bakeri), redtop panicum (Panicum rigidulum), and corkwood (Stillingia aquatica). The nuisance and invasive exotic plant species observed in this community include torpedo grass, dog fennel, caesarweed, Southern crabgrass (Digitaria ciliaris), tropical soda apple (Solanum viarum), alligatorweed (Alternanthera philoxeroides), Brazilian pepper, melaleuca (Melaleuca quinquenervia), Peruvian primrose willow, and valamuerto (Senna pendula var. glabrata). Wetland Forested Mix (FLUCFCS series 630) 25.6 acres This community appears in association with Lake Trafford along the southern perimeter of the Bank. Wetland Forested Mix is characterized as a low-lying, closed-canopy forest of tall, straight trees with either a dense shrubby understory and little ground cover, or an open understory and ground cover of ferns, herbs, and grasses. At Pepper Ranch 12 1606 Preserve the latter is most often observed, with red maple (Acer rubrum) as the dominate canopy tree, some buttonbush (Cephalanthus oxidentalis) in the midcanopy and sawgrass (Cladium jamaicense), alligator flag (Thalia geniculata), swamp fern, and cinnamon fern (Osmunda cinnamomea) in the understory. Pockets within the Wetland Forested Mix contain dominant canopy cover of either red maple, pop ash, pond apple (Annona glabra), or sub-canopy of Carolina willow. 4.0 BIOLOGICAL RESOURCES The ranch is home to many species of native wildlife, including those listed as threatened, endangered, or of special concern by the Service and/or FWC. The Bank is located within the Primary Zone of the panther focus area (Figure 1). Panther sightings, telemetry points and abundance of prey species all indicate that panthers are present (Figure 8). Many other native wildlife species have also been documented on the ranch, including numerous species of threatened and endangered birds. The ranch provides connectivity for wildlife between the Corkscrew wetlands, Lake Trafford wetlands and the Camp Keais Strand, extending south into the Florida Panther National Wildlife Refuge, Fakahatchee Strand Preserve State Park and Everglades National Park (Figure 2). 4.1 LISTED WILDLIFE SPECIES Table 3 indicates listed wildlife species documented for Pepper Ranch Preserve protected by the Service and FWC and the species protection status. Listed wildlife species that have been observed at Pepper Ranch Preserve to date include: Audubon's crested caracara, bald eagle (Haliaeetus leucocephalus), Florida sandhill crane (Grus canadensis pratensis), limpkin (Aramus guarauna), little blue heron (Egretta caerulea), roseate spoonbill (Ajaia ajaja), tricolored heron (Egretta tricolor), snowy egret (Egretta thula), white ibis (Eudocimus albus), wood stork (Mycteria americana), Big Cypress fox squirrel (Sciurus niger avicennia), Florida black bear, panther, and gopher tortoise (Gopherus polyphemus). Figure 8 reflects sightings of listed wildlife within the preserve according to database records. 4.2 LISTED PLANT SPECIES There are 14 plant species at Pepper Ranch Preserve that are listed by the Florida Department of Agriculture and Consumer Services (FDACS): three as endangered, eight as threatened, and three as commercially exploited (Table 4). One additional species, reddish wild pine (Tillandsia x smalliana) is listed in Table 4 because it is a hybrid between two endangered species but is not itself listed by the FDACS. Two additional plant species found at Pepper Ranch Preserve are designated as critically imperiled in South Florida (SF1) by the Institute for Regional Conservation (IRC). IRC is a not-for-profit organization dedicated to the protection, restoration, and long-term 13 1606 management of biodiversity on a regional basis, and to the prevention of regional extinctions of rare plants, animals, and natural communities. This designation refers to the extreme rarity (five or fewer occurrences, or fewer than 1,000 individuals) of a species, or its extreme vulnerability to extinction due to some natural or human factor. Table 3. Protected Wildlife Species Observed and With Potential Occurrence Within Pepper Ranch Preserve Protection Status Common Name Scientific Name USFWS FWC Amphibians gopher frog Rana capito - SSC Avifauna Audubon's crested caracara Polyborus plancus audubonii T FT bald eagle Haliaeetus leucocephalus * * Southeastern American Falco sparverius paulus - T kestrel Everglade snail kite Rostrhamus sociabilis plumbeus E FE Florida grasshopper sparrow Ammodramus savannarum floridanum E FE Florida sandhill crane Grus canadensis pratensis - T Florida scrub jay Aphelocoma coerulescens T FT Florida burrowing owl Athene cunicularia floridana - SSC limpkin Aramus guarauna - SSC little blue heron Egretta caerulea - SSC roseate spoonbill Ajaia ajaja - SSC snowy egret Egretta thula - SSC tricolored heron Egretta tricolor - SSC white ibis Eudocimus albus - SSC wood stork Mycteria americana E FE Mammals Big Cypress fox squirrel Sciurus niger avicennia - T Florida black bear Ursus americanus floridanus - ** Florida bonneted bat Eumops floridanus E FE Florida mouse Podomys floridanus - SSC Florida panther Puma concolor coryi E FE Reptiles Eastern indigo snake Drymarchon corals couperi T FT Florida pine snake Pituophis melanoleucus mugitus - SSC gopher tortoise Gopherus polyphemus - T Legend: Field verified suitable habitat for all species was observed within or adjacent to the project corridor. CA=Consultation Area;META=NGgratory Bird Treaty Act;CFA=Core Foraging Area USFWS=United States Fish and Wildlife Service FWC=Florida Fish and Wildlife Conservation Commission E=Endangered T=Threatened SSC=Species of Special Concern FE=Federally-designated Endangered FT =Federally-designated Threatened *=Protected under the Bald and Golden Eagle Protection Act(BGEPA)(16 U.S.C.668-668d),as amended,the Migratory Bird Treaty Act(META)(16 U.S.C.703-712),and Chapter 68A-16.002,F.S. =Protected under the Bear Management Ran Source:USFWS,FWC 14 • 1 6 0 6 Table 4. Listed Floral Species Observed Within Pepper Ranch Preserve Common Name Scientific Name Status Cardinal airplant Tillandsia fasciculata var. E densispica Giant airplant Tillandsia utriculata E Meadow jointvetch Aeschynomene pratensis E Catesby's Lily Lil/um catesbaei T Everglades palm Acoelorraphe wrightii T Leatherleaf airplant Tillandsia variabilis T Long strap fern Campyloneurum phyllitidis T Needleroot airplant orchid Harrisella porrecta T Northern needleleaf Tillandsia balbisiana T Simpson's stopper Myrcianthes fragrans T Twisted airplant Tillandsia flexuosa T Florida butterfly orchid Encyclia tampensis CE Royal fern Osmunda regalis var. spectabilis CE Cinnamon fern Osmunda cinnamomea CE Oak mistletoe Phoradendron leucarpum SF1 Quillwort arrowhead Sagittaria isoetiformis SF1 Reddish wild pine (native Tillandsia x smalliana hybrid) E Endangered,T:Threatened,CE Commercially Exploited(as designated by FDACS) SF1:Critically imperiled in South Florida(as designated by IRC) *Not listed by the FDACS however a hybrid of two endangered species. 5.0 SPECIES TO BE ADDRESSED— PANTHER The panther will be addressed by this Habitat Management Plan. If agreed to by the Service, the County reserves the right to add the wood stork, Audubon's crested caracara and/or bonneted bat (Eumops floridanus) to the covered species in the future if conditions on the Bank property are consistent with Service policy for wood stork, crested caracara, and/or bonneted bat compensation when the policy is completed. A Florida panther Conservation Bank on a portion of Pepper Ranch Preserve (excluding SSA 7) would create an inter-departmental partnership for the County. The panther habitat units (PHUs) generated by preserving and restoring altered communities at the preserve would be utilized for offsetting the panther impacts from Collier County government construction projects while providing the funding necessary to restore the preserve. 15 1606 5.1 PANTHER HABITAT REQUIREMENTS Panthers use the mosaic of habitats available to them as resting and denning sites, hunting grounds, and travel routes. These habitats include cypress swamps, hardwood hammocks, pine flatwoods, seasonally flooded prairies, freshwater marshes, and some agricultural lands. The cover habitats in south Florida used most often by the panther include: hardwood swamps, tree islands or hammocks, and pine flatwoods with dense palmetto. These cover areas are important for denning and rearing of young. Dense understory vegetation comprised of saw palmetto provides some of the most important resting and denning cover for panthers (Maehr 1990). Panthers sometimes utilize non-forested cover types, including areas disturbed by humans (Belden et al. 1988, Maehr et al. 1991, Comiskey et al. 2002). Forest patches of all sizes appear to be important components of the landscapes inhabited by panthers, not just the larger forest patches. Panther habitat selection is related to prey availability (Janis and Clark 1999, Dees et al. 2001) and, consequently, prey habitat use. White-tailed deer (Odocoileus virginianus) and hogs (Sus scrofa) constitute 67% of the panther diet. Exotics [hog and armadillo (Dasypus novemcinctus)] account for almost half of the panther diet. Hardwood hammocks and other forest cover types are important habitat for white-tailed deer and other panther prey (Harlow and Jones 1965, Belden et al. 1988, Maehr 1990, Maehr et al. 1991, Maehr 1992, Comiskey et al. 1994, Dees et al. 2001). Periodic understory brushfires (Dees et al. 2001) as well as increased amounts of edge (Miller 1993) may enhance deer use of hardwood hammocks, pine, and other forest cover types. Marshes, rangeland, and low-intensity agricultural areas support prey populations of deer and hogs (Comiskey et al. 2002, Beier et al. 2003, Comiskey et al. 2004, Beier et al. 2006). 5.2 SITE HABITAT AVAILABLE The entire 1,516.84-acre Bank is located in the Panther Focus Area Primary Zone north of 1-75. Panthers living north of 1-75 weigh more, produce more kittens, and raise more young than do panthers to the south (USFWS 2006). Telemetry data from FWC, remote motion-sensor camera captures, and direct panther observations demonstrate panther frequently use the Pepper Ranch Preserve and adjacent CREW lands (Figure 8). Approximately 434.7 acres of the Bank consist of pine forest, hardwood-pine forest, cypress swamp, or hardwood swamp - all preferred habitats of the panther. Approximately 585.7 acres of the Bank consist of improved pasture and wetlands that are suitable habitat for prey populations of deer and hogs. Another 145.8 acres of the Bank consist of native upland and wetland habitats with varying densities of exotic plant coverage, which still provide some suitable habitat for both panther and prey species. Barren/disturbed lands and exotic nuisance plants comprise 297.2 acres of the Bank 16 E90 1606 and are considered low value habitat. Finally, urban lands and water account for the remaining 53.6 acres of the Bank. 5.3 CREDITS CRITERIA Based on recent publications (Cox et al. 2006, Kautz et al. 2006, Land et al. 2008) and the Service Panther Habitat Assessment Methodology (September 2012) values were assigned to the habitats. The proposed panther credit follows the PHUs assigned to each habitat type on-site (Table 5). Although all disturbed native habitats within the Bank will be restored, Collier County will not seek additional credit for this restoration because management of all existing native habitats within Pepper Ranch Preserve is already a requirement under the Conservation Collier Ordinance. Disturbed native habitats identified by the number 9 in the FLUCCS series have been given a credit score of 3. Thus, 8,669.0 PHUs, the number of credits associated with Pepper Ranch habitats in a "pre-restoration" condition, will be released upon Bank certification. Collier County reserves the right to request additional credit if pasture or wetland hydrological enhancement is undertaken, or alternatively Collier County may seek outside grant funding to complete the pasture or wetland hydrological restoration. No additional panther credit will be requested if restoration is completed using grant funds. If restoration is funded, Collier County will work closely with the Florida Fish and Wildlife Conservation Commission to ensure that the restoration design does not adversely affect the Florida panther. Proposed hydrological enhancement will focus on restoring historic hydro-periods and sheet flow. Restoration is expected to expand the extent of isolated wetlands and cause water to be held on the preserve longer during the wet season. Both of which should benefit panther prey species. Total credits available versus credits sold will be tracked by date, buyer and impact area. Credits will be tracked by using the US Army Corps of Engineers RIBITS System that is currently in place for wetland mitigation banks. The County will request withdrawals through the RIBITS system and the Service will approve them electronically. The County will obtain guidance from the Service on how to implement this process and will participate immediately upon bank certification. The County will also keep a credit ledger that contains the same information as the RIBITS system along with the name and contact information of the credit purchaser. The sample credit ledger provided in Exhibit G of the Pepper Ranch Preserve Bank Agreement will be updated as needed to include all information to be provided in the RIBITS system. RIBITS will not contain detailed contact information associated with each credit withdrawal, so the County is also required to keep a credit ledger that contains the same information as RIBITS along with the name and contact information of the credit purchaser. The County's ledger will be provided to the Service before February 15 each year until all credits are sold. In addition, a credit receipt form documenting each credit sale will be provided to the Service annually with the ledger. 17 1606 Table 5. Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank FLUCFCS USFWS USFWS Habitat Type FLUCFCS Description Area) Assigned PHU's Code (acres)acres PHU Value Pine forest 411 Pine flatwoods 149.89 9.5 1,423.95 Hardwood-Pine 434 Oak,slash pine,cabbage palm 180.35 93 1,677.26 Cypress swamp 621 Cypress 0.72 9.2 6.64 630 Wefland forested mix 23.81 9 214.31' 6151 Red maple swamp 76.47 9 688.26 Hardwood swamp 6152 Pop ash swamp 2.69 9 24.21 6162 Pond apple depression 0.71 9 6.41 Shrub swamp/brush 631 Shrub wetland 4.38 5.5 24.07 Improved pasture 211 Improved pasture 549.67 52 2358.28 641 Freshwater marsh 29.55 4.7 138.90 Marsh/Wet Prairie 643 Wet prairie 2.10 4.7 9.85 743 Spoil 1.24 3 3.72 3109 Upland prairie,disturbed 3.73 3 11.19 3209 Upland shrub,disturbed 3.56 3 10.69 4119 Pine flatwoods,distrubed 40.80 3 122.39 4349 Oak,slash pine,cabbage palm,disturbed 0.002 3 0.01 6189 Willow/shrub wetland,distrubed 5.44 3 16.31 P - L fit,„` 6419 Frestter marsh disturbed 2721 3 81.64 8146 Primitive trail 1.51 3 4.53 4119E1 Pine flatwoods,disturbed,exotics 5-24% 3.39 3 10.18 4349E1 Oak,slash pine,cabbage palm,disturbed,exotics 5- 68.73 3 206.19 24% Barren/Disturbed Lands 6169E1 Pond apple,laurel oak,cabbage palm,disturbed, 0.83 3 2.49 exotics 5-24% 6319E1 Shrub wetland,disturbed,exotics 5-24% 4.72 3 14.17 6419E1 Freshwater marsh,disturbed,exotics 5-24% 70.00 3 210.00 4119E2 Pine flatwoods,disturbed,exotics 25-49% 1.24 3 3.71 Oak,slash pine,cabbage palm,disturbed,exotics 25- 4349E2 49% 8.86 3 26.57 6319E2 Shrub wetland,disturbed,exotics 25-49% 0.09 3 0.26 6419E2 Freshwater marsh,disturbed,exotics 25-49% 26.19 3 78.57 6439E2 Wet prairie,disturbed,exotics 25-49% 7.50 3 22.50 6419E3 Freshwater marsh,disturbed,exotics 50-74% 3.46 3 10.37 743E4 Spoil,exotics 75-100% 8.16 3 24.47 4119E4 Pine flatwoods,disturbed,exotics 75-100% 3.69 3 11.06 18 16116 ,.......% Table 5. Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank, continued FLUCFCS Area USFWS USFWS Habitat Type Code FLUCFCS Description Assigned PHU's (acres) PHU Value 422 Brazilian pepper,non-hydric 0.40 3 1.20 6192 Brazilian pepper,hydric 0.84 3 2.53 Exotic/Nuisance Plants 437 Australian pine 1.16 3 3.47 428E1 Cabbage palm,exotics 5-24% 1.14 3 3.41 428E3 Cabbage palm,exotics 50-74% 3.29 3 9.86 180 Campground 11.86 0 Urban 700 Cattle Dipping Vat Remediation Area 1.02 0 8145 Shell road,graded and drained 14.31 0 - 512 Ditches 24.92 0 - Water 512E4 Ditches,exotics 75-100% 0.66 0 - 742 Borrow pond 0.78 0 - Dry prairie with 14.5% 310E1 Upland prairie,exotics 5-24% 35.11 6.3/3 204.42 exotic plant coverage Dry prairie with 37% 310E2 Upland prairie,exotics 25-49% 4 01 6.3/3 20.36 exotic plant coverage Hardwood Forest with , 14.5%exotic plant 427E1 Oaks,exotics 5-24% 1.57 9/3 12.73 coverage Hardwood Swamp with 14.5%exotic plant 630E1 Wetland forested mix,exotics 5-24% 1.80 9/3 14.61 coverage Shrub swamp/brush with 14.5%exotic plant 631E1 Shrub wetland,exotics 5-24% 1.35 5.5/3 6.91 coverage Marsh/Wet Prairie with I 14.5%exotic plant 641E1 Freshwater marsh.exotics 5-24% 83.40 4.7/3 371.43 coverage Marsh/Wet Prairie with 37%exotic plant 641 E2 Freshwater marsh,exotics 25-49% 17.26 4.7/3 70.27 coverage Marsh/Wet Prairie with 62%exotic plant 641 E3 Freshwater marsh,exotics 50-74% 1.27 4.7/3 4.62 coverage TOTAL 1,516.84 8,669.0 19 ,` 160 6 5.4 SERVICE AREA The Service Area for panther impacts and PHU credits will be Collier County (Figure 9). Credits will only be utilized for Collier County government public projects. 6.0 LAND PROTECTION Pepper Ranch Preserve was acquired February 6, 2009 for $32,525,080. The County holds title to the Pepper Ranch Preserve and the Conservation Collier Program manages the property. The primary objective of the Conservation Collier Program, as stated in the program ordinance (2002-63, as amended) is to acquire, preserve, restore and maintain vital and significant threatened natural lands, forest, upland and wetland communities located in Collier County, for the benefit of present and future generations. A conservation easement over the Pepper Ranch Preserve has also been granted to Conservation Foundation of the Gulf Coast (Foundation) as a third party to the agreement (Exhibit F of the Conservation Instrument). The Foundation will visit the Bank at least one time per year. During the visit, the Foundation will drive the main lime rock road and the northeast trail to look for activities prohibited by the conservation easement. The Foundation will document any prohibited activities in writing and with photographs. The Foundation will also make note of observed management activities or observed evidence of management activities. Additional photographs of the site or comments about the quality of the site may be included, but are not required. The site visit is intended to take no more than one day and serves as a check for prohibited activities on the site. Following the site visit, the Foundation will send the Service and County a brief summary report indicating its findings within 30 days of the site visit. The report should include the date and time of the site visit, the names of staff involved, descriptions and photos of any prohibited activities, and any other information that was collected during the site visit. 6.1 INITIAL RESTORATION AND INTERIM MANAGEMENT The County will be responsible for: (1) initial, upland, invasive, exotic plant maintenance (2) initial fire break creation, (3) burn plans and prescribed burns, (4) posting, (5) vegetation monitoring, and (6) wildlife monitoring. The County's cattle lessee shall maintain any necessary internal fencing required to implement the Prescribed Grazing Plan (Appendix 1). The annual operating cost for each year during the interim management period (2019- 2020) has been estimated and is outlined below in Table 6. 20 } 160 6 Table 6: Proposed Pepper Ranch Conservation Bank Interim Management Period Annual Cost Estimates ACTIVITY FY19 FY20 Boundary fencing $ 20,000 Wildlife surveys - staff time $ 2,000 $ 2,000 Wildlife surreys - equipment $ 400 Fire break creation Mowing $ 20,000 $ 10,000 Exotics plants $ 29,400 $ 18,400 Con.Collier general staff time $ 16,300 $ 16,300 Clerk's fee $ 7,600 $ 7,600 OBVM Monitoring - contracted $ 95,600 OBVM Monitoring - staff time $ 4,000 $ 4,000 $ 195,300 $ 58,300 Funds for management during the interim period through credit sell out ($253,600) will be budgeted annually in a separate and distinct Pepper Ranch Preserve Conservation Bank Interim Management Account within the Pepper Ranch Preserve Conservation Endowment Fund specifically dedicated for the management of the Bank through perpetuity. 6.2 LONG-TERM MANAGEMENT The County will be responsible for annual burn plans and prescribed burns; invasive, exotic plant maintenance; and mowing after initial restoration and interim maintenance is complete. 6.3 MANAGEMENT TRUST Collier County will establish the Pepper Ranch Preserve Conservation Endowment Fund Trust (the "Trust") for management of the Bank. A separate endowment fund within the Trust will be utilized to manage the Bank in perpetuity. The endowment fund will be non-wasting, providing for the annual operating cost from the interest only. Based on an average annual cost of $78,800, it is estimated that a fund value of $3,940,000 will be needed. The fund value was determined by dividing the average annual cost by a 2% capitalization rate. For each credit sold $454.49 will be placed in the endowment fund. The cost per credit that will be deposited into the endowment fund was determined by dividing the fund value by the total number of credits. 21 _._. 0 1606 Average cost per five years Staff time ($16,300/year) $81,500 Boundary fencing ($5,000/year) $25,000 Prescribed fire prep ($18,600/year) $93,000 Exotic plant maintenance ($25,000/year) $125,000 Clerk's fee ($7,600/year) $38,000 Staff time— Plant and Wildlife Monitoring ($6,000/year) $30,000 Wildlife surveys equipment ($300/year) $1,500 Five year total $394,000 Average cost per year $78,800 With a 2 percent capitalization rate, $3,940,000 ($78,800/0.02) is needed for the endowment fund. For each credit sold $454.49 ($3,940,000 divided by 8,669.0 PHUs) will be deposited in the endowment fund. Collier County will fully fund the endowment fund ($3,940,000) on October 1, 2020, if the fund is not fully funded through credit sales. The Trust will be invested in a manner consistent with the Investment Policy as set forth in the Pepper Ranch Preserve Conservation Bank Endowment Fund Trust Agreement between the Collier County Board of County Commissioners and the Clerk of the Circuit Court of Collier County. 7.0 TARGET NATURAL COMMUNITY All native habitats within the Pepper Ranch Preserve will be restored and managed for wildlife. Under this Habitat Management Plan, the pasture land within the Bank will remain pasture, and will be managed in accordance with the Prescribed Grazing Plan (Appendix 1). Any future restoration of the pasture land will be considered at a future date and any additional PHUs proposed at that time. 7.1.1 Initial Invasive Species Removal The County will be responsible for invasive, exotic plant maintenance in perpetuity after initial removal. A County contractor will target Category I and II nonnative plant species as identified on the Exotic Pest Plant Council's biennially updated list of Florida's Most Invasive Species (http://www.fleppc.org/). Treatments (basal and/or foliar) will be twice a year for the first two years after initial treatment. After the first two years of maintenance treatments, invasive plants will be basal or foliar-treated annually and will not be allowed to make up more than one percent cover. Because the pasture land is actively grazed and torpedo grass is a good food source for the cattle, torpedograss 22 0 160 6 (Panicum repens) will only be treated if its coverage expands past its current extent. Time-zero monitoring will assess the baseline overall percent cover by torpedo grass in each marsh within the Bank. All pesticide treatments will be consistent with Service - approved pesticide treatments (Appendix 2). 7.1.2 Mowing for Wildlife Benefits Openings may be mowed every two to three years to maintain their structural integrity. Mowing is considered an alternative to prescribed burns when weather conditions or other constraints prohibit fire application. It will be avoided during the spring to protect ground-nesting birds. Mowing can provide similar benefits as grazing and fire by suppressing woody plant growth, and by encouraging grasses and low-growing herbs to produce new growth. Mowing improves brood habitat conditions for wild turkeys by reducing dense understory vegetation in hardwood hammocks, and invasion of woody plants in grassy fields. Mowing benefits rabbits (Sylvilagus floridanus) by providing a supply of growing forage. Smooth cuts are not required when mowing to improve wildlife habitat conditions. Mowing height is also generally not important, although a higher cut in early spring may leave important nesting cover for bobwhite quail (Colinus virginianus). 7.1.3 Exotic/Invasive Plants The County targets Category I and II non-native plant species as identified on the Exotic Pest Plant Council's biennially updated list of Florida's Most Invasive Species (http://www.fleppc.org/). Invasive exotic plant control measures at Pepper Ranch Preserve will include a combination of herbicide application, prescribed fire, and physical removal. Selection of control measures will be dependent upon species type, environmental factors, and natural communities impacted. Private contractors will conduct exotic plant control activities in cooperation with the County. After five years of intense maintenance, treatments at Pepper Ranch Preserve will be scheduled so that the entire preserve is covered annually. Areas of treatment will be scheduled based on groundwater conditions, time since last treatment, severity of infestation, public use, and consistency with other management operations. All treatments will follow herbicide Best Management Practices (BMPs) and use the best available science. 7.1.4 Prescribed Fire Planning A fire management plan will be developed for each management area within the preserve. Each plan will include a description of location and natural community types, fire history, fire management objectives and constraints, and a burn prescription. The County will base all fire management plans on ecological research and professional experience. Fire frequency schedules for each natural community will consider recommendations provided in The Natural Communities of Florida (FNAI, 1990). To mimic historic fire conditions, the County will emphasize growing or lightning season 23 0 1 6 6 burns (April-August) where possible, though weather conditions and smoke sensitive areas may make the timing difficult. Natural firebreaks will be utilized where possible to promote historic fire patterns, avoid soil disturbance, and reduce hydrologic flow disruption created by fire lines. Listed species life requirements and welfare will be elements of prescribed fire planning. Application of fire, with appropriately timed herbicide treatments, will be used as a tool for control of invasive plants. Burns will be executed using proven safety measures as defined by the Prescribed Burning Act of 1990, 590.026 Florida Statute. This legislation and associated administrative rules outlines accepted forestry burn practices and is administered through Florida Forest Service (FFS). The County will utilize its own employees and will utilize other cooperating agency staff— District, FFS, Lee County, the CREW Land and Water Trust, and FWC to conduct burns at the preserve. All County staff will complete the state certified burn course to ensure fire safety and burning efficiency. Prescribed fire and mowing will be used to maintain the property in the appropriate successional state for wildlife. Prescribed fire will be applied within the preserve at appropriate fire intervals for each natural community and will generally follow these guidelines: • wet prairies — annual (1-2 year cycle) or frequent (3-7 year cycle); • dry prairie—frequent(1-4 year cycle); • pine flatwoods —frequent(2-4 year cycle); • freshwater marshes — more frequent around the periphery (3-7 year cycle) and becoming more occasional toward the center(8-25 year cycle); • cypress/pine/cabbage palm — transitional community from moist upland to hydric sites — occasional (8-25 year cycle); • cypress — occasional around the periphery (8-25 year cycle) and rare in the deepest peat towards the center of the strand/dome (26-100 year cycle); • slough — occasional (8-25 year cycle) or rare (26-100 year cycle); • oak/slash pine/ cabbage palm — occasional or rare; if oak and palm dominated on drier sites tolerate occasional light ground fires, but more diverse hammocks rarely burn; • upland mixed forest — rare or no fire; densely closed canopy limits air movement and light penetration, making high humidity relatively constant. 7.2 HYDROLOGY No changes to drainage patterns are currently proposed to further restore the natural communities. However, the County may seek to restore the hydrology at a later date. 24 160 6 The prairie areas within the site will remain in pasture grasses under this plan. Any restoration to the prairie that might include changes in hydrology will be considered at a future date and any additional PHUs proposed at that time. Any future changes to hydrology shall be approved by both the Service and the Conservation Easement holder and shall maintain or enhance the Conservation Values of the property. 7.3 ENHANCEMENT All management activities occurring within the Bank will be conducted in accordance with the Pepper Ranch Preserve Final Management Plan (Appendix 4). No vegetation planting is planned under this Habitat Management Plan. Should unforeseen or changed circumstances occur such as devastating wildfire or flood, vegetation enhancement will be employed to restore the Bank to the appropriate successional stage for wildlife, as will be established through vegetation monitoring and habitat type. 7.4 SUCCESS CRITERIA Success will be measured through monitoring — see "Monitoring" section below. If monitoring of the native habitats reveals a vegetation composition inconsistent with the FNAI description, activities including prescribed burns, woody vegetation removal, exotic plant removal, or planting (if necessary after possible wildfire) will be initiated. If monitoring of the prairie areas reveals a vegetation composition inconsistent with recommended composition in the attached Prescribed Grazing Plan (Appendix 1), subsequent cattle rotation, mowing, and burning may be performed. 7.5 MAINTENANCE There will be no on-site equipment stored within the boundaries of the Bank. All maintenance and management activities, such as road maintenance, trail mowing, repair and replacement of trail kiosks, repair and replacement of fences, and new fence construction shall be considered reserved rights within the Conservation Easement as long as they do not significantly diminish the Conservation Values of the property. Management and maintenance shall be performed in accordance with the Pepper Ranch Preserve Final Management Plan (Appendix 4). 7.6 MONITORING Baseline monitoring will be completed by a consultant within 60 days of approval of the Bank by the Service and a baseline monitoring report will be forwarded to Service staff in Vero Beach within 45 days of the monitoring event. Time-zero monitoring will be completed within 60 days of the completion of initial prescribed fires. As with the baseline monitoring report, the time-zero monitoring report will be forwarded to Service staff in Vero Beach within 45 days of the monitoring event. Annual monitoring will begin 12 months following the time-zero monitoring event and continue for a total of five years. Annual monitoring reports will be forwarded to Service staff in Vero Beach prior 25 (1.) 16136 to January 31 each year. If, at the end of five years of monitoring, the Bank has reached success criteria, monitoring will be conducted once every five years to ensure that success criteria are met in perpetuity. If success criteria are not met, annual monitoring will continue until they are achieved. A summary of the reporting schedule can be found in Table 7. Table 7. Monitoring Reporting Schedule Summary Report Monitoring Implemented Delivery Baseline Monitoring Within 60 Days of Approval 45 days Time-Zero Monitoring Within 60 Days of Initial Prescribed Fire 45 days Annual Monitoring Year 1 12 Months After Time-Zero Monitoring 45 days Annual Monitoring Year 2 1 Year from Previous Report 31-Jan Annual Monitoring Year 3 1 Year from Previous Report 31-Jan Annual Monitoring Year 4 1 Year from Previous Report 31-Jan Annual Monitoring Year 5 1 Year from Previous Report 31-Jan Five-Year Monitoring (Year 10) 5 Years from Previous Report 31-Jan Every 5 years thereafter 5 Years from Previous Report 31-Jan In addition to the information outlined below, the monitoring report will include a general overview of the land management activities (i.e. prescribed burns, exotic vegetation maintenance, pasture restoration activities, etc.) conducted since the previous monitoring report and planned maintenance and management activities during the next period. 7.6.1 Vegetation Monitoring Permanent monitoring transects will be established during the baseline monitoring event and located throughout the site to include a thorough representation of the various habitats onsite. Three vegetative strata will be sampled along each transect and will be representative of habitat types throughout the site. These strata are: overstory [plants greater than four inches diameter breast height (DBH)], understory (plants greater than four inches DBH and greater than three feet in height), and ground cover (all non-woody plants and woody plants less than three feet in height). The overstory and understory vegetation will be sampled in 10 m2 plots and the ground cover vegetation will be sampled in 1m2 plots along each monitoring transect. Panoramic photographs will be taken at the beginning of each transect to provide physical documentation of the condition and appearance of the property as well as any changes taking place. The panoramic photographs will be included in each monitoring report. For the overstory and understory strata, the relative canopy closure for each species will be recorded. Average shrub height will be recorded for all species identified in the understory stratum. Percent coverage and average height for all saw palmetto will be recorded for 26 0 1 6 0 6 plots located within habitats with saw palmetto. The percent cover of groundcover species and bare ground will be estimated for the herbaceous study plots along each transect. Exotic and nuisance vegetation coverage within the plots will be recorded. Survival rate evaluations will occur throughout the site to include a thorough representation of the various habitats onsite. There will be a maximum of 17 transects with a total of 51 sample plots (Figure 10). In addition to the permanent monitoring transects, existing disturbed areas, such as fence lines, fire breaks, and primitive roads / trails, will be surveyed annually, using the FWC protocol, by vehicle and meandering pedestrian transects to assess the site for the presence and percent coverage of exotic vegetation species. Following the annual exotic vegetation surveys, an exotic vegetation map will be prepared illustrating the locations of exotic and nuisance vegetation in need of corrective action. The map will be provided to the County contractor annually to ensure timely and effective treatment. 7.6.2 Wildlife Utilization Monitoring Spotlight transect surveys will be utilized to census white-tailed deer due to the large acreage of open habitat within the Preserve, density of forested habitat, and the available roads and trails. For each transect the spotlighting visibility will be estimated once per season, before conducting the spotlight census. The spotlighting visibility will be calculated as the acreage of habitat perpendicular to each transect which can be surveyed for white-tailed deer. Visibility will be dependent on the density and height of vegetation and the terrain. Two hundred yards will be the maximum distance from which visibility will be quantified and white-tailed deer will be censused. Visibility stations will be placed every 0.10 miles along and at the beginning and end of each transect. At each visibility station a one-million candle power spotlight will be used to illuminate the habitat perpendicular to both sides of each transect. A Bushnell Laser Range Finder Sport 450 will be used to determine the distance, in yards, to the nearest obstruction which would deter viewing a deer on either side of each transect. The laser range finder will have an accuracy of +/- one yard. The spotlighting visibility per transect and cumulative spotlighting visibility will be calculated as the acreage of visibility. Spotlight transect surveys will begin one-half hour after sunset. The deer spotlight census will follow the methodology described by Mitchell (1986). Six transects will be surveyed in order during each census and each transect will be surveyed without interruption until completed. All census data for each transect will be recorded on a separate data sheet. The data recorded will include: transect number, official sunset, date, time survey began, time survey ended, temperature, wind direction, average wind speed, percent cloud cover, name of personnel, number of bucks, number of does, number of fawns, and number of unknown deer. 27 __.. rf-1n3,4, 1606 A minimum of four personnel will be utilized for each of the spotlighting censuses: one driver, one data recorder, and two spotlight observers. A four-wheel drive pickup truck will be utilized for each census and the spotlight observers will be stationed in the bed of the pickup. For each transect the vehicle will be driven at 5-10 mph and each spotlight observer will scan the habitat on their side of the vehicle with a one-million candle power spotlight. If a deer is observed the vehicle will briefly stop and the spotlight observer will use binoculars to identify the age and sex of each deer observed. For each group of deer, the spotlight observers will classify each deer as either buck, doe, fawn, or unidentified. A group will consist of one single deer by itself or more than one deer grouped together; and the grouping of deer will be subjective - meaning the spotlight observer will determine how deer in an area are grouped. Sex and age will be recorded for each deer only if all the deer in that group can be sexed and aged. If one deer in the group cannot be identified, then all the deer in the group will be classified as unidentified to reduce bias when estimating the total number of bucks, does, and fawns on the Preserve. The annual wildlife monitoring reports will include the following information: • Results of the annual spotlight survey. • A brief description of work performed since the previous report (if applicable) along with a discussion of any modifications to the survey methodology. • A list of all wildlife species observed during the survey. • Direct evidence (i.e., tracks, scat, visual sightings, and rub trees) of panther prey species observed during each sampling period. • Hunt harvest data (if applicable). Regular and periodic observations of wildlife will be made during all monitoring events and other site visits by qualified ecologists. This will consist of recording evidence and signs of wildlife (i.e., direct sightings, vocalizations, burrows, nests, tracks, droppings, etc.). The number of white tailed deer, feral hog, and panther observations at the site will be recorded during each monitoring event and included in the annual reports. 8.0 CONTROL OF PUBLIC ACCESS AND ACTIVITIES There are many opportunities for public use at the Pepper Ranch Preserve due to the size of the preserve, its proximity to the community of Immokalee, and the diversity of natural communities present. Currently, the preserve is open to the public October through June on Fridays, Saturdays, and Sundays. It is closed during the months of July, August, and September, except for one hog hunt weekend in late September. The preserve is also closed during the weeks of Thanksgiving and Christmas. On average, 28 Cl 16116 it is open to the public 114 days during each 365 day calendar year. The majority of public use is centered around the Visitor Center and campground. Because of this, Collier County is not pursuing panther habitat credits for this approximately 10 acre area. Mountain biking is a popular activity at the preserve. Although within the preserve boundary, mountain biking trails are not within the Bank boundary. They are adjacent to the Bank boundary. At public access points, the boundary fence is marked with signage designating the area as conservation land. Figure 12 provides a map of the above-mentioned sites. The Conservation Collier Ordinance 2002-63 constrains the use of this property to "primary objectives of managing and preserving natural resource values and providing appropriate natural resource-based recreational & educational opportunities." Natural resource-based recreation shall mean all forms of uses, which are consistent with the goals of this program and are compatible with the specific parcel (Ord. No. 02-63, as amended§ 5, 12-3-02). Additionally, no dumping, use of unauthorized vehicles, or removal or destruction of natural or historical/archaeological resources will be permitted within the preserve. The goal is to allow limited, non-destructive public access to native plant communities and animal species. Currently, the preserve rules are those identified in Collier County Ordinance 76-48 (available from www.municode.com), as amended. The existing uses described below (Sections 8.1 - 8.4) are consistent uses for this particular site. All uses, and the maintenance of those uses, shall be limited so as to not significantly diminish the Conservation Values. Customary maintenance activities, such as trail mowing and vegetation trimming, shall be considered a reserved right of the manager. Inconsistent uses include off road vehicle use (ORV). 8.1 HUNTING The preserve has been open for hunting since April 2010. Small game, hogs, deer, and turkey (Meleagris gallopavo) are hunted on a limited basis. One hunt weekend is scheduled for each month, except May, during the season - September through June. Three of the nine scheduled hunts are FWC-sponsored youth hunts, which allow new hunters from the ages of 12-17 to experience hunting and the outdoors in a managed, safe environment. The preserve is closed on Saturday and Sunday to all other public uses during each hunt weekend. Turkey and deer hunts and quotas are determined by annual game surveys. A maximum of 10 hunters can utilize the ranch in one weekend. For safety, hunters must stay in designated zones. Only archery hog hunting is allowed in the area near the Visitors Center. Deer hunt zones are dependent upon established quota limits. Hunters are currently allowed to drive vehicles along the multi-use trails within their hunt zones during scouting days and hunt weekends. All-Terrain-Vehicles are prohibited. When trails are wet, they are closed to hunting vehicles. 29 C9 1606 8.2 SOUTH PUBLIC ACCESS AREA The South Public Access Area is situated on the south side of Pepper Road with a parking area, campground, restroom, hiking trail and Visitor Center. Detailed below and depicted in Figure 12 are the public uses. • Visitors Center — The Visitors Center is the central check-in-point for all preserve visitation. The center can also be rented for special events. • Lodge hiking trail — The lodge hiking trail is accessible from the south public entrance, and is for pedestrian foot traffic only. It is made up of three loops that total approximately 0.9 miles. The trail is approximately five to six feet wide and is also used by staff for maintenance and internal firebreaks. Benches and interpretive signage may be placed at strategic locations along the trail. • Proposed lake overlook platform — A covered lake overlook platform was constructed at the terminus of the boardwalk and allows visitors to view Lake Trafford from a raised elevation. It was constructed on the existing raised shoreline and not directly over Lake Trafford. • Camping area — The camping area is in the pasture area located between the entrance to the south public access area and the lodge. There are a total of 10 campsites that will accommodate 4 people per site. This campground is accessible to tent campers with vehicles, but not RV's, via a 10-foot wide gravel loop road. There is no water or electricity located at the individual campsites. Camping is limited to hunters during hunt weekends. • Restroom/Shower facility— a 20 X 24 ft. restroom and shower facility was constructed on the west side of the pasture. • Parking area — an eleven-space lime-rock parking area (3,450 square-feet) and two Americans with Disabilities Act (ADA) concrete spaces (456 square- feet) was constructed near the bathroom facility. A five foot-wide concrete sidewalk exists from the ADA parking spaces to the Visitors Center (approx. 120 feet). • Guest House — The small Guest House just south of the Visitors Center is uninhabitable and will be demolished, with all debris removed from site. • Caretaker's RV pad— A concrete RV pad with water hook-up and septic will be installed within the campground, southwest of the entrance gate. Seasonal volunteers will provide their own RV that will be housed on the pad. 30 1606 8.3 NORTH PUBLIC ACCESS AREA The North Public Access Area is accessible from the north gate off of Pepper Road and provides public access to the northern and eastern portions of the preserve. Public access amenities include the limerock ranch road, hiking trails, multi-use trails, mountain biking trails, and a proposed primitive camping area. This northern area is only accessible after obtaining a daily use permit from the Visitor Center. All trails that double as firebreaks are maintained on a regular basis, new trail creation and maintenance is based on utilization and available resources. Detailed below and depicted in Figure 12 are the public uses. • Scenic Drive — During open hours, the public is allowed to drive through the Preserve along the 30 foot wide main lime-rock access road after obtaining a daily use permit from the Visitors Center. Visitors are also required to check out at the Visitors Center before they depart. The public is asked to stay on the main roads during their tour and to drive at a slow speed for safety. This allows the public to view the majority of the preserve by vehicle. • Hiking trails — Approximately four miles of hiking trails, for pedestrian foot traffic only, exist; the trails are approximately five to six feet wide and are also used by staff for maintenance and internal firebreaks. Benches and interpretive signage may be placed at strategic locations along the trails. • Multi-use Trails (Hiking & Horseback riding) — Existing maintenance trails and firebreaks are being used as public multi-use trails - trails that are accessible to both horseback riders and hikers. The approximately eight to ten foot wide multi-use trails total 5.38 miles. This total includes the 0.49 mile portion of the 15 foot wide southern lime-rock easement road. The public is required to park cars and horse trailers at the Visitors Center and enter through the north entrance gate or at designated parking areas at the trailheads. Equestrian use at Pepper Ranch Preserve may also require additional amenities such as watering and feeding areas. A small hand pump well may be installed in areas near riding trailheads. Riders are required to show documentation of a negative Coggin's test when they check in at the Visitors Center. Benches and interpretive signage will be placed at strategic locations along the trails. • Mountain biking trails — The total length of the trails is approximately 4.3 miles. The trails are being created in phases dependant on demand for use. Trails are created according to the International Mountain Biking Standards (IMBA) and the majority of the trails are narrow (two to three foot wide) single-track trails that are created and maintained by the use of hand tools such as a weed cutter and loppers etc. A local non-profit off-road cycling 31 0 1606 6 _....., group called the Florida Mudcutters has volunteered to assist in creating and maintaining this trail system. During the rainy season, portions of the trails may be closed due to wet conditions. Bikers may park at the main Visitors Center and ride to the trails or may also park in designated parking areas near the trailheads. The majority of the biking trails are maintained by the user group; however, County staff will determine at what level to assist based on available resources and will plan to be present on work days to supervise new trail creation. • Primitive group camping area — Primitive camping will be accessible from the north public entrance. This campsite will have no facilities. This area will be utilized by groups such as the boy scouts. No panther habitat credit will be sought for this area. 8.4 VISITATION SUMMARY A total of 661 people visited Pepper Ranch Preserve during the 2013-2014 season. Table 8 shows a monthly summary of visitation. The largest number of visitors on a single day (30) occurred on March 22, 2014. Additionally, the largest number of horseback riders visiting the ranch on one day (11) occurred on December 14, 2013. A more detailed breakdown of visitation by type is available upon request. Table 8. Pepper Ranch Preserve 2013-2014 Public Visitation Summary s's a rrRr rai 4 : i Va .. October Fridays 6 March Friday 52 October Saturdays 2 March - Saturday 1 74 October Sundays 0 March ,Sunday ! 55 October Total 8 March Total 181 November (Fridays 3 _ lit Friday 26 November Saturdays 27 April _._. 'Saturday 50 November ;Sundays 15 April ;Sunday 33 November Total 45 April Total 109 December 1Fridays,, 6 May Friday 20 December Saturdays 29 May I Saturday 46 December 'Sundays 17 May Sunday 24 December Total 52 May Total 90 January Fridays 9 June -i Friday 5 January Saturdays 15 June !Saturday — 19 January ISundays ; 7 June ,Sunday 26 January Total 31 June Total 50 February Fridays......_ 25 February I Saturdays 36 2013-2014 Total 661 February Sundays 34 February Total 95 i 32 0 1606 9.0 OUTSIDE ENTITY USES Currently, there is a cattle lease with Lake Trafford Ranch, LLLP and a mineral rights lease with Hendry Energy Services LLC on the Pepper Ranch Preserve. Cattle grazing and associated activities are considered consistent with the goals of this Management Plan when they support, and do not diminish the Conservation Vales. All cattle grazing and associated activities shall follow best management practices and be performed in accordance with the Prescribed Grazing Plan (Appendix 1). The current cattle lease encompasses the entire Bank and is for a five-year period with an option to renew for two additional terms of one year. Terms and provisions as set forth in the Cattle Lease are attached as Appendix 3. If the current cattle lease is not renewed, the County will publicize a request for proposal (RFP) to the public to ensure that the current lease is replaced. The oil drilling lease covers the two quarter sections in which the oil wells exist (southwest quarter of Section 28 and northwest quarter of Section 33, both in Township 46 South, Range 28 East). The rights reserve all minerals below 150 ft. Lake Trafford LLLP owns the mineral rights within the two quarter sections encompassed by the lease; however, Collier County owns the mineral rights within the remainder of the preserve, including all areas under the proposed Conservation Bank. Thus, the mineral lease is outside the boundary of the Bank; however, the lessee has the right of ingress and egress across the Bank, as described below. There are also a number of easements existing on the Pepper Ranch Preserve, as identified below(Figure 13). • Access Easement agreement entered into on February 6, 2009, with Lake Trafford Ranch LLP for a 30 foot wide strip of land running along the main interior ranch road, following an overall east to west directional track, and leading from the main ranch gate to the oil wells situated along the western side of the ranch. Recorded in O.R. Book 4425 and Page 3302, Public Records of Collier County. The grantee is responsible for maintenance of this easement. • Access Easement agreement entered into on February 2, 2009 by Lake Trafford Ranch LLP in favor of Baron Collier Investments (BCI), Ltd., a Florida Limited partnership, over a 15 foot wide strip of land running over the same main interior access road as the above easement but before arriving at the oil wells, turning south to facilitate access to a parcel adjoining the southern boundary of the Pepper Ranch Preserve. Access is granted solely for purposes of ingress and egress to serve specific activities on the BCI lands, which are cattle grazing, ranching, hunting and forestry. Recorded in O.R. Book 4425, Page 3263, Public Records of Collier County. The grantee is responsible for maintenance of this easement. 33 C,q 160 6 • Drainage Easement for 40 feet along the southeast corner of the property in Section 35, recorded in O.R. Book 49, Page 147, Public Records of Collier County. • Access Easement in favor of Trafford Oaks for 60 feet as for portion of Trafford Lakes Road that traverses Pepper Ranch property, as recorded in O.R. Book 907, Page 1383, Public Records of Collier County. Conservation Collier staff will maintain an open line of communication with the oil well operators to develop operational protocol where needed and to ensure this operation continues in a safe and clean manner at the preserve. This level of coordination will also be extended to the cattle lease holder on land management activities at the preserve. No other easements, concessions, or leases exist on Pepper Ranch Preserve. 34 0 1606 Literature Cited Beier P., M. R. Vaughan, M. J. Conroy, and H. Quigley. 2003. An analysis of scientific literature related to the Florida panther. Final report, Project NG01-105, Florida Fish and Wildlife Conservation Commission, Tallahassee, FL. Beier P., M. R. Vaughan, M. J. Conroy, and H. Quigley. 2006. Evaluating scientific inferences about the Florida panther. Journal of Wildlife Management 70(1):236- 245. Belden, R. C., W. B. Frankenberger, R. T. McBride, and S. T. Schwikert. 1988. Panther habitat use in southern Florida. Journal of Wildlife Management 52:660-663. Collier County. 2007. Collier County Growth Management Plan Future Land Use Element Adopted October, 1997. Collier County Planning Services Department Comprehensive Planning Section, Naples, FL. Comiskey, E. J., L. J. Gross, D. M. Fleming, M. A. Huston, O. L. Bass, Jr., H. Luh, and Y. Wu. 1994. A spatially-explicit individual-based simulation model for Florida panther and white-tailed deer in the Everglades and Big Cypress landscapes. Pages 494-503 in D. Jordan (ed). Proceedings of the Florida Panther Conference. U.S. Fish and Wildlife Service, Gainesville, FL. Comiskey, E. J., O. L. Bass, Jr., L. J. Gross, R. T. McBride, and R. Salinas. 2002. Panthers and forests in south Florida: an ecological perspective. Conservation Ecology 6:18. Comiskey, E.J., Eller, J.A.C., and D.W. Perkins. 2004. Evaluating Impacts to Florida Panther Habitat: How Porous is the Umbrella? Southeastern Naturalist. 3:51-74. Cox, J., D. Maehr, and J. Larkin. 2006. Florida panther habitat use: A new approach to an old problem. The Journal of Wildlife Management. 70(6):1778-1786. Davis, J. H. 1967. General map of the natural vegetation of Florida. Circular S-178, Institute of Food Agricultural Sciences, Agricultural Experimental Station, University of Florida, Gainesville, FL. 35 C 1606 Dees, C. S., J. D. Clark, and F. T. Van Manen. 2001. Florida panther habitat use in response to prescribed fire. Journal of Wildlife Management 65:141-147. Florida Natural Areas Inventory and Florida Department of Natural Resources. 1990. Guide to the Natural Communities of Florida. Florida Natural Areas Inventory, Tallahassee, FL., Tallahassee, FL. Harlow, R. F., and F. K. Jones. 1965. The white-tailed deer in Florida. Florida Game and Fresh Water Fish Commission Technical Bulletin 9, Tallahassee, FL. Janis, M. W., and J. D. Clark. 1999. The effects of recreational deer and hog hunting on the behavior of Florida panthers. Final report to Big Cypress National Preserve, National Park Service, Ochopee, FL. Kautz, R., R. Kawula, T. Hoctor, J. Comiskey, D. Jansen, D. Jennings, J. Kasbohm, F. Mazzotti, R. McBride, L. Richardson, and K. Root. 2006. How much is enough? Landscape-scale conservation for the Florida panther. Biological Conservation. 130:118-133. Land, D., R. Kawula, J. Benson, M. Lotz, and D. Onorato. 2008. Florida panther habitat selection analysis of concurrent GPS and VHF Telemetry Data. The Journal of Wildlife Management. 72(3):633-639. MacDonald-Beyers, Kristi and Ronald Labisky. 2005. Influence of flood waters on survival, reproduction, and habitat use of white tailed deer in the Florida Everglades. Wetlands. September 2005, Volume 25, Issue 3: 659-666. Maehr, D. S. 1990. Florida panther movements, social organization, and habitat utilization. Final Performance Report 7502. Florida Game and Fresh Water Fish Commission, Tallahassee, FL. Maehr, D. S. 1992. Florida panther. Pages 176-189 in S.R. Humphrey (ed). Rare and endangered biota of Florida. Volume I: mammals. University Press of Florida, Gainesville, FL. Maehr, D. S., E. D. Land, and J. C. Roof. 1991. Social ecology of Florida panthers. National Geographic Research & Exploration 7:414-431. 36 0 1 6 0 6 Miller, K. E. 1993. Habitat use by white-tailed deer in the Everglades: tree islands in a seasonally flooded landscape. M.S. Thesis. University of Florida, Gainesville, FL. Mitchell, W. A. 1986. Deer Spotlight Census: Section 6.4.3, US Army Corps of Engineers Wildlife Resources Management Manual, Technical Report EL-86-53. US Army Engineer Waterways Experiment Station, Vicksburg, MS. South Florida Water Management District [SFWMD]. 2006. CREW Management Area Five-Year General Management Plan (2006 — 2011). Land Stewardship Division. South Florida Water Management District. West Palm Beach, FL U.S. Fish and Wildlife Service [USFWS]. 2006. Technical/Agency Draft, Florida Panther Recovery Plan (Puma concolor coryi), Third Revision. U.S. Fish and Wildlife Service. Atlanta, GA. U.S. Fish and Wildlife ServiceFW U [ S S]. 2007. Letter to the Army Corps of Engineers on the revised Panther Key. February 2, 2007. South Florida Ecological Services Office, Vero Beach, FL. http://www.fws.gov/verobeach/images/pdflibrary /20070219_Letter SFESO%20to%2000E_Panther Key.pdf 37 CAU EXHIBIT D FIGURES 1606 =,„.e ._._... ,z...„ I =t ,, _ m r a% 3 3 n Ym VI t:') -0 'p w - m 3 a won 3 0 9 "0 m M ft o ,y ' §'°•;1. 3 �( Q 1 S fro- -, o = lD mP. mbD Omm = foa< r OON m vr. O x CM D 7 v 04 ro , FS v 131 M. a te E. T o f C 1 h. i. co CD in CD a sm 111)111 cl ro O a p 7 13 Q s m m Ut 00 0 rt aT- fD1 IT tt5 ,O 'm CO O rC D C 1oVi a y ..„, 0 II , ,...t ,, a• r ar '. :l': C -.:4 ,„ 'riliCH' - a m -1:1 „, - t a CO O ro rt Y 4 lir .,z 15 6 N a n Me N O N O O 8 22,Tr,N mm5 m v m m mc' c W N a:c m m a di-g 3 m z� �� 16136 THIS PAGE INTENTIONALLY LEFT BLANK 16B6 ' ,r3; .,::,,-;.--,i'..'.,.:...1,7,,,,,,,, ' Legend 9 Pepper Ranch Preserve Property Boundary ° i Conservation Lands s 1. t ., iv t, CORKSCREW REGIONAL ECOSYSTEM WATERSHED t PEPPER L i CARACARALAKE TRAFFORD PRAIRIE RANCH IMPOUNDMENT s PRESERVE PRESERVE CORKSCREW REGIONAL t." ECOSYSTEM WATERSHED g E CORKSCREW SWAMP E SANCTUARY 77, W ECOSYSTEMCORKSCREWATERSHED i. 8 r y,, `a= a — . e Imul- ilV,44 • y --At 71. Data Source: SCHEDA Figure 2 -Adjacent Conservation Lands Map -Collier conservation Program ECOLOGICAL Imagery Source: ��ASSOCIATES -2010 Microsoft N Pepper Ranch Panther Conservation Bank Prospectus '� www.scheda.com Collier County,Florida aii aara wRn a mao a,e eapp as w M1eut warranN„This product haslnor been prepa,ed ro, i gat, aaemeenay, e rev Coordinate System: purpeaes. or m®is snemd Miles NAD 1983 Florida e puma"r°�1i� State Plane West aacaha�a the NAD erne ioro�maoeea"aa re 0 1.5 3 4.5 0 I 6 6 THIS PAGE INTENTIONALLY LEFT BLANK CA 16136 �j x' itaii i ir ik �tiul. 1 1iii1 villil ./ t 4 - .� „ 4 1 y 1 _ 4.i,, kV d.jam. _ 14 , 4) Legend t . ._. ® Pepper Ranch Preserve Property Boundary ~ Collier County "" 41 P.:' #—" ,...:., . Major Roads ,S f i e f Y t t a a Lake Trafford Road a e Lake Trafford a- C a E r i x Data Source. —4111!SCHEDA Figure 3 - Project Location Map -Collier Conservation Program ECOLOGICAL Imagery Source: a ASSOCIATES ZI110 Microsoft Pepper Ranch Panther Conservation Bank Prospectus N www,scheda corn Collier County,Florida un It[1St • t mg,an erpplkd as I. ■' t lt y.t HTitI pr rt is wttau nate System papered tor tgal,eegteeng,or weep Coordi983Florida pusses. users m Ht Hnimatme nam Miles NAD 1983 Florida sate,or cowed He Irma/dao SS.:ID 0 1 2 3 State Plane East ass rot tie MSS a o e ems ata. 0 1 6 6 THIS PAGE INTENTIONALLY LEFT BLANK 1606 Legend ® Pepper Ranch Preserve Property Boundary Panther Conservation Bank Limits Stewardship Sending Area (SSA#7) r,. • rt F 3 - t 4z _ E ^ •'1 s] — rti LAKE TRAFFORD Data Source: SCHEDA Figure 4 - Conservation Bank BoundaryMap -Collier Conservation Program ECOLOGICAL Imagery Source: ASSOCIATES -2010 Microsoft Pepper Ranch Panther Conservation Bank Prospectus N www.scheda.com Collier County,Florida A data wamn mr map are shas n as prepare for le.T1,.5 product has not been purposes for legal. engineering, o survey Coordinate System review or Users of this ay data esta Feet consult me primary aaea soursas m SAD 1983 Florida ascertain the usability of he information_ 0 2,500 5,000 7,500 State Plane East 1606 ,.._., THIS PAGE INTENTIONALLY LEFT BLANK 0 1606 i . ... .• • . i ... . . ,.,.., ,..______ f ,„„,, , . _. , 1,,,„ ,,..4 .,.• ._ +a (../ C m a� Z o . QI .. , F- o L i Y U 'a n a 0 Ca ml Q i i u) m 1, CO> a z+ C — p -- r L L E -a C CD m +a re `I E Ca �,, O m L U C (13 cC i O n n C▪ d N o N U o fa-) n L o D — U al -o N m m 5 0- a) O U • Q U Q N coy O p, o cC6 • C C N-- CI y• " O o — 2 a� UU co.0= C C co 0 ▪ n m n Q -N 6 Cl)0 a)mc C6ca n o CO 2 a> . 00 C) 1606 THIS PAGE INTENTIONALLY LEFT BLANK .. 1606 ,.-,„ Soils : -- ., Pepper Ranch Preserve Proposed Conservation Bank Soils 'r 6, Riviera, Copeland Fine Sand 14, Pineda Fine Sand 16, Oldsmar Fine Sand 18, Riviera Fine Sand r 20, Ft. Drum and Malabar 22, Chobee, Winder and Gator Soils 37, Tuscawilla Fine Sands 43, Winder, Riviera, Chobee Soils, depressional 'ir, .,,,,V li. 1 ,44 , ' ci , t x 22 is 21 i'j ? {! 7 2. I I � ;1. .. < Lake Trafford s ., r 6 Z 0 0.5 1 Miles 1 I I Figure 6 - Soils Map N Data Source:Parcels and 2007 Aerials -Collier County W+E Property Appraiser Created By:MH\Conservation Collier CO eY County S G:\Conservation Collier\maps\Acquired_Properties\Pepper_Ranch_huntmap.mxd and .jpg Date:3.16.10 ® }'s I 6 3 6 THIS PAGE INTENTIONALLY LEFT BLANK F6 , 16B Figure 7 - Pepper Ranch Preserve Land Use /Land Cover MapI Pepper Ranch Preserve ..4349E1,Oak,slash pine,cabbage palm,disturbed,exotics 5-24% CO County 4349E2,Oak,slash pine,cabbage palm,disturbed,exotics 25-49% - Proposed Conservation Bank 512437,Dtchelsan pine 512E4,Ditches,exotics 75-100% N n FLUCFCS 6151,Red maple swamp 6152,Pop ash swamp W-+E s 180,Recreational 6162,Pond apple depression 211,Improved pasture 6169E1,Pond apple,laurel oak,cabbage palm,disturbed,exotics 5-24% S 3109,Dry prairie,disturbed 6189,\MIlow/shrub wetland,disturbed E 310E1,Dry prairie,disturbed,exotics 5-24% 6192,Brazilian pepper,hydric 310E2,Driy prairie,disturbed,exotics 25-49% 621,Cypress 0. 3209,Upland shrub,disturbed 630,Wetland forested mix 641E2,Freshwater marsh,exotics 25-49% 411,Pine flatwoods 630E1,Wetland forested mix,exotics,5-24% 641E3,Freshwater marsh,exotics 50-74% 4119,Pine flatwoods,disturbed 631,Shrub wetland 643,Wet prairie 4119E1,Pine flatwoods,disturbed,exotics 5-24% 6319E1,Shrub wetland,disturbed,exotics 5-24% 6439E2,Wet prairie,disturbed,exotics 25-49% 4119E2,Pine flatwoods,disturbed,exotics 25-49% 6319E2,Shrub wetland,disturbed,exotics 25-49% 700,Cattle dipping vat remediation area 4119E4,Pine flatwoods,disturbed,exotics 75-100% 631E1,Shrub wetland,exotics 5-24% 742,Borrow pond 422,Brazilian pepper 641,Freshwater marsh 743,Spoil 427E1,Oak,exotics 5-24% 6419,Freshwater marsh,disturbed 743E4,Spoil,exotics 75-100% 428E1,Cabbage palm,exotics 5-24% 6419E1,Freshwater marsh,disturbed,exotics 5-24% 8145,Shell road,graded and drained 428E3,Cabbage palm,exotics 50-74% 6419E2,Freshwater marsh,disturbed,exotics 25-49% 8146,Primitive trail 434,Oak,slash pine,cabbage palm 6419E3,Freshwater marsh,disturbed,exotics 50-74% 4349,Oak,slash pine,cabbage palm,disturbed 641E1,Freshwater marsh,exotics 5-24% 434-641 , 434"422 743E4 63199E2 434\'641 434-, _ 34 211 1641E2 1 6319E2 �� ' `` 4 _ 211 743E4 619.2641 'Ll i--'-1-8146 \� ' r ,, ,,.,. 6419E1 X211 4349E2 _ _ -,. 5l':` s 4349E1 211 26311 4349E1 428E3 6439E2 211,743 11 ' 4349E1 411 3209 \ ___-_51.2 -6419E1 6439E2 211 ' 6419E1 6419 700 4349E1 (4349E2- 11 6419E1 ��84 434 211 211 6439E2 411 �u4 8:1454119E1641E1 641E1 I 512 6419E1 211 512 6419 422-__.)..r 6419 �. 211 j 6 J ' 641E1411 7142 7_43E4�� 6419E2dot u -641 E2 1 - 6419E1.4349E11 r 4119 6419E1 ( �A 49 )' 211�--\ 6419 i ,� 4349E 1 � { 6419E2 411 512 4349 4349E1-211 Cr‘ 4119E2 6419 (,` i 743E4 6189 -� 6151 / tl - 4119E2 �� ' 6419 6152 /‘� 6419E1 I 8145_r6419E1 x41 _`% 211 51 641 6319E14 6419E2./3109 641 E3 I .�.___j512 411 641E1 - 63 4348`01801�411931�E2 4119E2_211 512 ( 6151 4349E1 4349E1 ��,-,--� 8145 19 512E4 641E1�..../�r� 434�1 t " 6151631 434 630_434 643 310E1 8145? 630 . I - , ply, 434 434 6143 ~ ., 43, El 81'46 310E1p2 434 j - 434 '310E1i �ti 630 310E1-1 Data Source:Parcels and Roads -Collier County Property Appraiser Created By:MH\Conservation Collier 0 0.5 1 Miles G:\Conservation Collier\maps\Acquired_Properties\Pepper_Ranch\OGM-cattlelease-cattlevat.mxd tiP) Date:1/27/14 I I I Map is approximate and should not be used for decisions. 1 6 D THIS PAGE INTENTIONALLY LEFT BLANK 16136 A SWALLOW-TAP Aa, A i Legend A A Pepper Ranch Preserve Property Boundary 0 FNAI Elemental Occurences A FWC Wildlife Observations 2010 AA Active Eagle Nests 2012 -EASTERN NiAty t t ,,.'PAf N HA. i i; ,,NA.:,t x , © FWC Scrub Jay Observations .. , Wading Bird Rookeries The project is entirely within USFWS Consultation Areas for: L!`, Panther Telemetry 2012 Everglades snail kite,Florida scrub jay and crested caracara. It is also within the Wood Stork Core Foraging Area for colonies: Pr Bear Nuisance 2012 619018 Corkscrew-6.6 miles southwest of project 619141 -10.7 miles east of project 619310-5.9 miles southwest of project A Barron Collier-14 miles southeast of project Collier/Hendry Co.Line-13.6 miles east southeast of project A y A g A A F AA A A AA A A AIL Lk A E e e A © �� : AA 0 A ,_ A ANHINGA`GREAI ECRI l ' t i fit'-r'1 T �1 t)KITE SNOWY EGRETS r, GREEN HERON WOOD STC) I<e A ORAI.P I An!Fi g ,, f. mita m e LAKE TRAFFORD 0e (12 e q AA • A A e ee e F e A e g e A A A AA e A s e e Data Source: SCHEDA Figure 8 - Protected Species Map -FWC -FNAICOLOGICAL •""""'"'"'ASSOCIATES Imagery Source: Pepper Ranch Panther Conservation Bank Prospectus -2010 Microsoft N www.scheda.com Collier County,Florida /t\ nr oats wnnm m i meP ora awaii^e as ia, .\ wrnoul werranry.TM1e rotluct neo of been ,/■`\\v graoerea mr kgel, engineering, or Nev Coordinate System: g„rvoaaa. uaera arm „mrmegea snomaIIMMIMMINNI Feet NAD 1983 Florida noon ma gnmara aara aoareea m aaaeea a ma aaa ry alma imormaboa 0 3,000 6,000 9,000 State Plane East r/7 I 1 6 13 6 THIS PAGE INTENTIONALLY LEFT BLANK ET)) 1 6 0 6 • 1 ... II - I—... CHARLOTTE GLADES I ' . Legend 1:J Pepper Ranch Preserve Property Boundary Pepper Ranch Preserve Conservation Bank Service Area , . iPALM B EACH i LEE HENDRY I I .r. FW .. at , r , 1 ..:7. .4 ._ .„ 8 00 , . 1 . i • .. ,.. 1_ _ ___._ ___ _ , ...• : : I t , E 2 e ° COLLIER BROWARD .,.. ,'•1, 1.1...- ,<.', ;...., —..........—— 41.: :r, , ,, . E I' . 'IN,..„y ' ... • Abi,' 2 .70N6, -..' ''; si.- , DADE -L- 1*-4,-.e 4 . i` Ifil . MONROE I 4. Data Source: A ASSOCIATES SCHEDA Figure 9 -Service Area Map -Collier Conservation Program ECOLOGICAL Imagery Source: -2010 Microsoft Pepper Ranch Panther Conservation Bank Prospectus N ...-.. www.scheda corn Collier County,Florida Coordinate System: IMMNIMMIMIll Feet NAD 1983 Florida 0 50,000 100,000 150,000 State Plane East ,----, , ' ,, 160 6 THIS PAGE INTENTIONALLY LEFT BLANK 1606 ,, . .. ._ , , � 'L.....,_ . , 0 0 m ti w 1 U fn ,e. _ N C -. 00 CA r O r r m r r N CO Cr) d' ...__- CD CD CD CO CD CD Z .n ,,. ., 003 C •E Z C O 0 j 11111111:11 11111 44 r N Nj Nr I-- N LDS 1;2 CD cn Q • Ch co r r r CD Nr Lo CD O co 0 p ,... x 1 (� Y' O O r N I� OD -r-+ M CO 'r `' '7 ° 1k C ca c LD ° Y m CO CO cuOC vfi o m jyq � , 4w U O CO o — " . . :.... O O ama :sC corn 0 `— .— NU " ya'. d, rirr ` xw` °LLJ - ` f psi a) c) ! 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Z Z Q 8 a)-o Y 00 o ca a O m n Q 3 CO c c N r c) m a N p 'O d a) N U a3 a) d y U - O O N c _ a 2 Cl_ O C C < N (N6 J C O N a3 LL 7 m g- o ° a >, m a o'8 _ c 0 -o Y (1) W -o i� as o o -o m a m C c a o a) <n a 2 0_ c o a nco o o d a C O ...= -0 _ U) O N — 7-Q O o U) N 0• Cr N N m3 Ua) -63 m a) 8 m� o U3 Oo Off' Em o '2 0E o a`) Q) m E_ 4,T., cE oa) 3 > a) < 1- 7 a`)m caa)) `o ca mcg n N w Q Q 3 Y o N m� a • a 1) a) E E - _ =▪ o oda- c co a a a) --A -I� c Hep o U a _1Cr =N ( U- I- W u_ a. a a.E02 a aUC3o Hill ® 160 6 THIS PAGE INTENTIONALLY LEFT BLANK 3 APPENDIX 1 16D 6 Appendix 1 6 0 6 THIS PAGE INTENTIONALLY LEFT BLANK o�� 16D 6 Prescribed Grazing Plan Prepared for Conservation Collier Pepper Ranch Preserve May 2015 In Collier County, Florida George Poole Grazing Lands Specialist Robert Beck District Conservationist Collier Soil& Water Conservation District And United States Department of Agriculture Natural Resources Conservation Service 0 1606 Table of Contents: 1. Definition 2. Purpose 3. General Description 4. Objectives 5. Livestock Forage Inventory 6. Livestock Forage Balance 7. Livestock Forage Inventory Map 8. Annual Grazing Schedule 9. Plan Map 10. Recommended Grazing Heights 11. Recommendations For Grazing Buffer Areas 12. Operations and Maintenance 13. Contingency Management Plan 0 1611 6 1. Definition: Prescribed grazing is a controlled harvest of vegetation with grazing and browsing animals. Prescribed grazing will be used on lands where grazing animals are managed. Prescribed grazing will be used in conjunction with Prescribed Burning, Brush Management, and/or other practices needed to meet the resource concerns and the landowner's objectives. 2. Purpose: This practice will be applied as part of a conservation management system to accomplish the following objectives: • Maintain/enhance wildlife habitat on wetland and upland sites • Maintain a stable and desired plant community, improve or maintain the health and vigor of selected plants. • Maintain or improve animal health and productivity. • Maintain or improve water quality. Note: This plan will be reviewed yearly by the owner/operator. If the number of livestock(10%or more) or the forage condition changes the plan may need to be revised. 3. General Description: The project area is located Sections: 22,26,27,28,33,35,Township: 46S,R 28E,just west of the town of Immokalee in Collier County, Florida. The property is currently managed as a County Preserve. The following plant communities were found on the project area: Wetland Hardwood Hammock, South Florida Flatwoods,Freshwater Marsh and Bahia grass pastures. The project area encompasses approximately 2,512.4 acres. The area in its present condition is capable of producing enough forage to support 314 animal units (AUs). The area in its present condition can support an average of 293 cows,with an average weight of 1000 lbs., and 15 bulls, with an average weight of 1350 lbs with a suggested 20:1 Cow/Bull ratio. One animal unit(AU) is one mature cow of approximately 1,000 pounds and a calf up to weaning, usually six(6)months of age, or their equivalent. To estimate animal units for Heifers and Bulls use the following AU values. Table 1: Animal Unit Equivalent Guide Species Average Animal Unit ----Forage Consumed(pounds)---- Weight Equivalent (pounds) (AUE) day month year Cow,dry 950 0.92 24 727 8,730 Cow with calf 1,000 1.00 26 790 9,490 Bull,mature 1,500 1.35 35 1,067 12,811 Cattle, 1 year old 600 0.60 15.6 474 5,694 Cattle,2 year old 800 0.80 20.8 632 7,592 Deer,white-tailed,mature 150 0.15 3.9 118 1,423 /`\ 0 16D6 4. Objectives: Conservation Collier's(Pepper Ranch Preserve) objectives are to enhance and/or maintain the natural ecological communities on wetland and upland sites. The objectives of the prescribed grazing plan are to improve and/or maintain an optimum level of the native forages and assist in the reduction of biomass. The proposed grazing plan considers animal health(domestic and wild)by using a stocking rate that will provide the needed forage and browse for the animals while protecting the natural resources of the site. The recommended stocking rate is based on a forage inventory conducted on the ranch in May 2015. The proposed plan also considers minerals and other supplements needed by the animals. The type and suggested season for providing the needed supplements are shown on the grazing schedule. The profitability of the site as a Cow Calf operation was not taken into account in this plan and will be up to the cattle leasee and Conservation Collier to determine. 5. Livestock Forage Inventory: Livestock Forage Inventories are estimates of available forage in each pasture and ecological community. These estimates are then used to project stocking rates and feed requirements annually. The following livestock forage inventory was created prior to the development of this plan. The forage inventory did not identify indicators of poor grazing management, such as overgrazing or large denuded areas. The measurements and observations taken at the time of the inventory indicated that the property is and has been stocked below the carrying capacity for the season and climatic conditions. Pastures and natural plant communities were noted to be intact and in good condition. The livestock forage inventory was based on management and weather conditions that existed in 2015. Annual forage production will vary due to climatic conditions and management of the grazing system. The forage inventory should be evaluated on an annual or semi-annual basis to ensure proper stocking rate according to the goals listed for the site and to meet the forage requirements of the livestock. ""t 1606 6. Livestock Forage Balance Livestock-Forage Balance 900 800 • 700 mt 600 Q I 500 C 400 E 300 — — -- c • 200 • 40--- 100 . 0 4 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month of Year —Total Forage Produced by Month (AUM's) Figure 6 illustrates the relationship of forage growth and animal demand for the project area. The "Forage Produced" in Figure 6 represents the amount of forage grown in each month. It is important to note that forage growth is not sufficient to meet grazing demand from October through May. However, if the area is properly stocked and managed there will be enough standing forage to support the grazing animals without jeopardizing environmental quality or livestock production. 0 1 60 6 The Prescribed Grazing Plan contains 10 items which should be implemented annually in order to achieve the desired results. 1. Rotational Grazing should be applied to maintain and improve the health and vigor of the plant community. 2. Proper Grazing Use will be applied to all grazed areas to regulate the amount of herbage removed by grazing animals. During the growing season,the degree of use of native vegetation will be limited to 50% (by weight) of the current year's growth. 3. Stubble heights will be used to guide grazing management decisions. 4. Nesting Period—The rotational grazing system should be managed to provide an undisturbed nesting period for ground nesting species at least once every 4 years. Livestock should be removed from the grazing unit for a period 4 to 6 weeks in length during the period between February 1 and June 30. 5. Deferment periods should be provided following all mechanical and/or chemical brush management activities. This will allow desirable plants to recover from the stress or damage caused by the treatment. The length of the deferment periods will be at least 90 consecutive days during the period of June 1 through October 1. 6. Supplemental feed will be provided to livestock during periods when forage quality and quantity is low. 7. Weed prevention and control -All planting material and supplemental feed will be free of noxious or invasive weed seed. An aggressive pest management plan has already been implemented to combat encroachment of invasive-exotic species. 8. Feeding Area Management -All supplemental feed provided to domestic livestock will be fed on upland areas at least 100 feet away from wetlands, streams, ditches, and ponds. Supplement feeders will be well dispersed across the landscape. Supplemental feeding locations will be moved at least once every 30 days. 9. Portable feeders will be used to provide protein, mineral, and other supplements to livestock. These feeders will be moved as needed to improve livestock distribution and prevent undesirable effects on the landscape. 10. Plan Review—Annual reviews should be scheduled with the local Natural Resources Conservation Service(NRCS)office to ensure the plan meets the goals and objectives of the property and those of the livestock owner. 0 160 6 Plant Communities Descriptions Pasture-Main forage is Bahia grass. Pastures were noted to be in good condition. Some Bahia pastures contain Smut grass, and other weedy undesirable species. Plant composition shows an average of 75-85 %Bahia and 15-25 % Smut grass/undesirable. Suggested stocking rate is 4 AUM/Acre(3 Ac/AU). Freshwater Marsh- Flooded for most of the wet season and are considered very important habitat for many wildlife species. Most of the wetlands on the ranch are good condition. Plant composition includes, Maidencane, Broomsedge, Little blue maidencane, Torpedo grass, Carolina willow,Pickerel weed, Juncus, Sedges, and others. Suggested stocking rate is 12 Ac. /AU. Wetland Hardwood Hammock-This community mainly consists of Laurel Oak, Live Oak,Water Oaks Oak,Cabbage Palms, Red Maple, and Cypress. This community has a low Potential for producing forage due to the dense canopy cover of hardwoods and associated palms. This will provide livestock protection from cold weather and shade during hot summer months. There will be little forage available when the canopy cover exceeds 60 percent. Suggested stocking rate is 100 Ac/AU. South Florida Flatwoods -This community is present in throughout the ranch. This community mainly consists of Slash pine, Saw palmetto, Cabbage palms in the overstory. The understory consisted of Saw palmetto, Wax myrtle,native grasses and Bahia grass. Suggested stocking rate is 100 Ac/AU. 0 1606 ........_ Cooperator: Conservation Collier-Pepper Ranch Technician: Poole Date: May-15 RANGELAND II PASTURE AND CROPLAND II AVAILABLE FORAGE Suggested Fertility Suggested Field Name or Ecological Condition Stocking Growing Level Stocking Number and Kind of Community or Class(E,G, Acres Rate Period (lbs.N) Rate Animal Unit Animal Unit Forage Range Site F,P) (Ac.) (Acre/AU) (months) (Ac.) Acres (AUM/Ac.) Month(AUM) Year(AU) 1-Bahia Mar.-Oct. 74.0 4.0 296.0 24.7 1-Freshwater Marsh FWM F-G 13.2 12 13.2 1.1 2-Bahia Mar.-Oct. 141.5 4.0 566.0 47.2 2-Freshwater Marsh FWM F-G 8 12 8.0 0.7 2-S.Fl.Flatwoods SFF G 7.3 25 3.5 0.3 3-Bahia Mar.-Oct. 168.3 4.0 673.2 56.1 3-Freshwater Marsh FWM G 18.8 12 18.8 1.6 3-S.Fl.Flatwoods SFF G 14.5 25 7.0 0.6 4-Bahia Mar.-Oct. 16.5 4.0 66.0 5.5 4-Freshwater Marsh FWM G 35.1 12 35.1 2.9 4-S.Fl.Flatwoods SFF G 27.8 25 133 1.1 4-Wet.Hard.Hammoc WHH G 53.3 100 6.4 0.5 ,.-- 5S.Fl.Flatwoods SFF G 90.2 25 433 3.6 5-Freshwater Marsh FWM G 61.6 12 61.6 5.1 6-Bahia Mar.-Oct. 173.4 4.0 693.6 57.8 6-Freshwater Marsh FWM F-G 88.4 12 88.4 7.4 6-S.Fl.Flatwoods SFF G 165 25 79.2 6.6 7-Bahia Mar.-Oct. 132.9 4.0 531.6 44.3 7-Freshwater Marsh FWM G 268.8 12 268.8 22.4 7-S.Fl.Flatwoods SFF G 328.9 25 157.9 132 7-Wet.Hard.Hammoc WHH G 399.3 100 47.9 4.0 8-Freshwater Marsh FWM G 60 12 60.0 5.0 8-S.Fl.Flatwoods SFF G 43.1 25 20.7 1.7 8-Wet.Hard.Hammoc WHH G 98.8 100 11.9 1.0 TOTAL - _c____- 1683 - 1 707 -_I 3771.3 314.3 Forage production will vary between years depending on precipitation and temperatures. Notes: Definitions AUM=Animal Unit Month,the amount of forage needed to support one(1)animal unit for one(1)month. By definition an AUM is equivalent to 780 lbs. of forage. Ac/AU=Acres per Animal Unit,an abbreviation used to describe the number of acres needed to support one(1) Animal Unit(AU)for 12 months. AU=Animal Unit=One(1)animal unit(AU)is equivalent to one(1)mature cow of approximately 1,000 pounds and a calf up to weaning,usually six(6)months of age,or their equivalent. i"1 ONO 1606 6 0 6 7. Livestock Forage Inventory Map: Forage Inventory Map Field Office:NAPLES FIELD OFFICE Agency USDAtNRCS .�A �„ r � mss+ r {s »: _ �f litt P lit xa # ,.�� o .s t 14i::::, ,- ,129.9 ac. 34 . * Ill-) :' �.1. 1 j/ ..--,. ,00i, 1. j ..$ k .. Legend PR_su ry ey 6— fence Pasture ® South riFlatwoods II Wetla 1800 0 4800 3800 6.400 7,200 ndFloHarddawood Hammock feet Freshwater Marsh 1606 8. Annual Grazing Schedule: Annual Grazing Schedules are designed to account for variations in the amount and growth of forage due to changes in climatic conditions. The following schedule should be used as a guide only. The ranch has many gates and enough lanes that will allow many other herd sizes and combinations. Name: Conservation Collier-Pepper Ranch Type of hestock(cow-calf, dairy, stocker, etc.): Beef Cow-Calf Technician: Poole Animal units on hand: 170 Estimated No.of game animals: Date: 5/1/2015 Planned animal units this year: Field or Pasture No.(s) (By months,show planned No.of animals in each grazing unit.) Kind of Forage Acres JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC 1-Pasture', 87.2 X X 2-Pasture 156.8 X X 3-Pasture 201.6 X X 4-Pasture 132.7 X X 5-Range 151.8 X X 6-Pasture/Range 426.8 X 7-Pasture/Range 1129.8 X 8-Range 225.6 TOTAL 2512 Supplemental Feed Needed: (Indicate Type*and month) XO XO 0 0 0 0 0 0 0 0 XO XO Type*Hay--, Protein X, Other 0 ;i4 . , . 1606 .. 9. Plan Map Grazing Plan Map Field Office NAPLES FIELD:,-..4:,.v FICE p Agency USDAIN�p�RCS 9 .'4, Field 41. f .132-7 m Field 1 Field 2 y ° g 81.2 ac. 156.8 ac ` ...7117''.444.Ty � +s--40,- . + "+ Vis, cfl, g Field 5 !' ,, w. . j ,, , .�, _ 151.8 ac. I F�eki6 q' FieldT d26 ac. 1,12!,9 ac , may_ a �. Pepper Ranch .14V,sRgrs Center Field 8 225.6 ac. • ,el �j , t ` * 1. • i_7 • Legend r/ PR_survey fence Fee` 1 6 13 6 10. Recommended Grazing Heights and Length of Grazing Periods: Grazing animals can rapidly and substantially alter the productivity and amount of forage in each pasture because of grazing preferences and animal distribution. Overgrazing adversely affects wildlife habitat,plant growth,water, soil conservation, and plant persistence. Animals prefer improved pasture forages like the one listed below and avoid plants that are coarse and hard to digest. During the late spring, summer and early fall cattle tend graze upland areas and avoid grazing in wetlands such as sloughs and marshes if adequate forage is available. However, limited availability of forage plants on upland areas may induce more grazing of the wetland plants in some seasons, and could result in overgrazing. Under-grazing results in forage waste, reduced quality, and reduced tiller development. Therefore, the number of animals on a specific area must be balanced with available forage to achieve the goals and objectives for this site. This will require monitoring of the forage availability on a regular basis and adjusting the stock density as needed to maintain a unique balance of desirable forage and important wetland vegetation. The following table lists common forages found in South Florida along with recommended heights to maintain healthy stands of forage: FORAGE TYPE Min.Ht. To Begin Grazing Min. Grazing Ht. Bahia grass 6" 2" Bluestems 12" 8" Lopsided Indian grass 12" 8" Maidencane(FWM) 12" 6-8" Chalky bluestem(Rangeland) 12" 6-8" Grazing heights for native forage plants is dependent upon the species and the time of year the plant is grazed. For Native Grasses, remove no more that 50% (by weight) of the plant in any grazing event This will provide proper use of the forage while maintaining sufficient plant material to, provide wildlife habitat,protect the soil resource, and maintain the health of the plant community. Grazing periods should be kept relatively short to prevent the plants from being grazed before they have the opportunity to recover from the last grazing event. This will depend on the size of the herd and the area to be grazed. Use the forage heights shown in the previous table to determine the length of the grazing periods. Rest Periods should be provided between grazing events to all the plants to recovery from the effects of grazing. The recovery periods should be long enough to allow the forages to reach the Minimum Height to Begin Grazing. Because the rest periods are based on the growth rate of the plants the length of the rest period will vary. The recommended recovery periods are shown in the following table: 1606 Resting Periods Based on Forage Growth Rate Forage Type Forage Growth Rate Fast Moderate Dormant (June l-Sept 1) (Mar 1-June 1 (Nov 1-Mar 1) Sept 1 —Nov 1) Torpedo grass 14-28 days 28-35 days 35-60 days or more Bluestems 14-21 days 28-35 days 35-60 days or more Lopsided Indian grass 28-35 days 35-45 days 45-60 days or more Maidencane 28-35 days 35-45 days 45-60 days or more Chalky bluestem 28-35 days 35-45 days 45-60 days or more 11. Adjustments to the Grazing System: Adjustments in the grazing management system will be necessary during and after management activities, such as planting,prescribed burning or pest management. The adjustments will provide a suitable period for the vegetation to recover from the management activity or as dictated by pesticide label restrictions. A deferment from grazing means the complete removal of all domestic animals for the duration of the deferment. If buffer areas are developed around specific wetlands or other areas within the Ranch during the restoration process, livestock grazing may be permitted during dry periods of the year. This will help to utilize available forages within the buffer and control woody vegetation. Stocking rates should be adjusted to assure that grazing is complete within one week. The minimum grazing heights listed in Section 10 for corresponding grasses shall not be exceeded. When prescribed burning is applied, grazing shall be deferred as follows: Pastures 30-45 days during the growing season(Marl-Octl) Flatwoods 30-90 days during the growing season(Marl-Octl) Fresh Water Marsh 30-90 days during the growing season(Marl-Octl) Areas that have been disturbed and planted to native vegetation shall be deferred from grazing for a minimum of 1 complete growing season following planting or until the grass is well established and produces seed. Native grass plantings generally require 2 complete growing seasons to become well established. The deferment shall continue until a NRCS Rangeland or Grazing Land Specialist has provided approval. Temporary fences may be used to protect small areas during the deferment period. Areas that have been mechanically treated and/or planted,will be provided a deferment period to allow herbaceous plants to recover. The deferment will be minimum of 90 consecutive days during the period of March 1 to December 1,unless only spot control was applied. If herbicides used to control common weeds and invasive species the grazing management will be adjusted to meet the requirements(if any) listed on the herbicide label. Cattle will not be allowed to re-enter the area for the duration shown on the herbicide label. 1. §` 31 11 I1 6 0 6 12. Operation and Maintenance: The location of mineral and supplement feeders will be moved routinely to evenly distribute grazing animals throughout the pasture. The herd will be rotated to a fresh pasture when the average stubble height falls below the recommended minimum grazing height(See Section 10). When possible,the grazing period should be 14 days or less and the pastures allowed a recovery period of 21 days or until the forage reaches the recommended height to begin grazing(See Section 10). 13. Contingency Management Plan: Forage supplies will be evaluated weekly to determine if forage supplies and quality are adequate to meet livestock demand. When the forage is not adequate, the grazing system will be adjusted or supplemental feed will be supplied. When prolonged periods of adverse climatic condition effect the supply of forage, the grazing system and/or stocking rates will be adjusted or additional supplemental feed will be provided. APPENDIX 2 1606 Appendix 2 1 6 0 6 THIS PAGE INTENTIONALLY LEFT BLANK • 16D 6 Appendix 2. Service-approved Pesticide List Service-approved Pesticide List South Florida The following list of pesticides has been approved by the U.S.Fish and Wildlife Service (Service)for ground application without further review. Aerial application may require further Service review and approval. Ground application means any chemical application method that is used to apply chemicals from the ground and/or water level by other means than fixed-wing airplane and/or helicopter. Aerial application means any chemical application method that is used to apply chemicals properties from the air by fixed-winged airplane and/or helicopter. Use www_greenbook.net or http://www.cdms.net to find the most recent chemical labels and MSDS sheets. Listed by trade name for information. Endorsement of particular products is not intended. [Common or chemical name is in brackets.] Herbicides: 1. 2,4D Amine,2,4D Amine 4,Weedar 64,Weedmaster,and all other trade names with the same formulation). [2,4-D,amine salt] Applications of 2,4-D to water must be reviewed and approved by the Service. 2. Accent [nicosulfiuon] 3. Arsenal [ima7apyr] (Only 1 application on a specific site per year) 4. Assure II [quizalofop p-ethyl] 5. Banvel [dicamba] 6. Basagran [bentazon] 7. Beacon [primisulfuron-methyl] 8. Blazer,Ultra Blazer [acifluorfen] 9. Callisto [mesotrione] 10. Clarity [dicamba] 11. Classic [chlorimuron ethyl] 12. Command,Command 3M,Command 3ME [clomazone] 13. Dual,Dual 8E,Dual Magnum,Dual II Magnum [metoiachlor] 14. Escort [metsulfuron-methyl] 15. Exceed [primisulfiuon-methyl] 16. First Rate [cloransulam-methyl] 17. Frontier [dimethenamid] 18. Frontrow [cloransulam-methyl] 19. Fusilade DX,Fusilade II [flna7ifop-p-butyl] 20. Garlon 3A [triclopyr,amine salt] 21. Garlon 4 [triclopyr,butoxyethyl ester] (only on basal spray,hack-and-squirt,or cut stump applications;not cleared to use as foliage spray) SFESO 2/05/08 1 6 D 6 22. Habitat [imazapyr] (Only 1 application on a specific site per year) Applications of Habitat to water must be reviewed and approved by the Service. 23. Harmony Extra XP,Harmony Extra GT XP [thifensulfuron-methyl] 24. Liberty [glufosinate-ammonium] (Listed as an alternative chemical to Atrazine) 25. Lightning [imazethapyr] (Listed as an alternative chemical to Atrazine) 26 Peak [prosulfiuon] (Only 1 application on a specific site per year) 27. Plateau [imazapic,ammonium salt] 28. Poast,Poast Plus [sethoxydim] 29. Rodeo,Pondmaster,etc. [glyphosate] 30. RoundUp,Glypro,Touchdown,etc. [glyphosate] (Listed as an alternative chemical to Atrazine). 31. Sceptor DG [imazaquin] 32. Select, Select 2EC [clethodim] 33. Sencor 4,Sencor DF [metribuzin] (Only 1 application on a specific site per year) 34. Stain 4E, Stain M4 [propanil] 35. Storm [bentazon+acifluorfen] 36. Transline [clopyralid] 37. Velpar,Velpar L [hexazinone] Adjuvants: These are listed because of their low toxicity to aquatic life. This is usually only important for use on or near water,like when a surfactant is added to Rodeo. 1. AG 6202 (surfactant,not often used in agriculture) 2. Agri-Dex (surfactant—made by Helena) 3. Gelva 2333 (sticker) 4. Li-700 (surfactant—made by Loveland) 5. Quest (water softener,pH buffer,contains ammonia to enhance herbicide uptake) Insecticides: 1. Amdro,Amdro Pro [hydramethylnon] for fire ants 2. Bti—Dipel 10G,Dipel ES,Vectobac CG,Vectobac 12AS,Vectobac G,etc. 3. Tracer [spinosad] 4. Bt Corn(As directed in the new GMO guidance document that will be finalised in the future.) 5. Treated Lumber(Wood): Wood treated with copper chromated arsenic(CCA)is no longer being labeled by EPA for residential uses,including decks and boardwalks. The metals leached from treated wood are associated with effects to organisms growing on the wood and in adjacent sediments. Of the metals commonly used in treating wood,copper(Cu)is most likely to leach and is most toxic. Cu is used in the two most common alternatives to CCA. So,there currently appears to be no sound ecological basis for recommending Cu- containing alternatives over CCA. Creosote-treated wood also has environmental effects and like CCA,it is a cause of human health concerns. Treated wood can SFESO 2/05/08 16t1 /6 be coated or sheathed with plastic to prevent some of these problems. Also, woods like cedar and redwood are resistant to attacks by microbes and insects without being treated. Wood substitutes, such as metal and recycled plastic boards,may be used. There is currently no adequate basis for estimating aquatic risk from treated wood. Environmental effects information was taken from EPA's preliminary risk assessment for CCA. Note: Many of the above chemicals warn of possible leaching into ground and surface water. Only a few of the chemicals listed actually specify a distinct buffer width on the EPA label. Applicants will abide by all EPA label requirements for all chemicals. 1 61 6 THIS PAGE INTENTIONALLY LEFT BLANK APPENDIX 3 1 6 6 Appendix 3 . • r 1 60 6 THIS PAGE INTENTIONALLY LEFT BLANK 1 6 0 6 1 10 Cattle Lease Lease# CC — 1 02 LEASE AGREEMENT n 8.1 THIS LEASE AGREEMENT entered into this oal"1 day of May 1 R..� , 2014, between LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership, by its undersigned General Partners, whose address is 719 Hickory Rd., Naples, Florida 34108, hereinafter referred to as "LESSEE", and COLLIER COUNTY, a political subdivision of the State of Florida,whose mailing address is 3299 Tamiami Trail East,Naples, Florida 34112,hereinafter referred to as"LESSOR". WITNESSETH In coi ideration of the mutual covenants contained herein, and other valuable consideration, the parties agree as follows: ARTICLE]. Demised Premises and Use LESSOR hereby leases to LESSEE and LESSEE hereby leases from LESSOR Two Thousand Two Hundred ninety three(2,293)acres of property described in Exhibit"A,"which is attached hereto and made a part of this Lease, hereinafter called the "Demised Premises," situated in the County of Collier and the State of Florida, for the sole purpose of cattle grazing and incidental activities that are directly related to beef cattle production. All animal husbandry principles and practices applicable to the property and efficient use of grazing resources P.. N shall be followed at all times. The LESSEE shall be responsible for the establishment and implementation of sound grazing practices based on the best management guidelines of the U.S. Department of Agriculture's National Resources Conservation Service. Consistent with its status as a tenant the LESSEE will have exclusive use and possession of the Demised Premises,however,the LESSOR may,as specified below: (i)alter its boundaries and/or(ii)make use of portions of it for hunting,public access,and other activities consistent with the Conservation Collier program,as described below in this Article 1 and in Article 16(e) and(f). LESSOR'S use shall not, however, interfere with LESSEE'S permitted use of the Demised Premises, nor cause LESSEE'S use, as permitted,nor expose LESSEE to liability to third parties based on the use that LESSOR is permitted to make of the Demises Premises. This LEASE AGREEMENT may be amended from time-to-time in order to change the size of the Demised Premises as necessary to accomplish the goals, policies, and objectives of the Conservation Collier Implementation Ordinance (Ordinance 02-63, as amended). LESSOR'S representative (e.g., Real Estate Services Staff) shall advise LESSEE,in writing, of its intent to recommend that LESSOR amend this LEASE AGREEMENT. Any Such change shall only be effective not less than ninety(90)days after it is executed by the Board of County Commissioners. ARTICLE 2. Term of Lease LESSEE shall have and hold the Demised Premises for a term of five (5) years, commencing on the date LESSOR executes this Lease. LESSEE is granted the option,provided LESSEE is not in default of any of the terms of this Lease,to renew same for two(2)additional terms of one(1)year,under the same terms and conditions,except as to the rental amount,as provided herein,by giving written notice of LESSEE'S intention to do so to the LESSOR not less than thirty (30) days prior to the expiration of the leasehold estate hereby created. LESSOR reserves the right to deny LESSEE,in writing,of any renewal term. Both LESSOR and LESSEE reserve the right to terminate this lease, without cause,by providing the other party with /""%k at least thirty(30)days written notice to the address set forth in ARTICLE 14 of this Lease. i 4 , i 1 6 0 6 $ w. 1 1 0 LESSEE and LESSOR reserve the right to terminate this Lease,with cause,upon default by the other party as described in Article 12 and in Article 13, after any cure or grace period during the entire term of this Lease, by providing the other party with thirty(30)days written notice to the address set forth in ARTICLE 14 of this Lease Upon termination of this Lease by either party, LESSEE will have ninety(90) days to make arrangements to remove the existing cattle, during which ninety(90) days the cattle must remain. LESSOR will remit to LESSEE any prepaid and unearned rent for any period that exceeds (60) days after such 90 days. During the ninety (90) day period that LESSEE remains in possession after termination,LESSEE shall continue to have said mowing obligations as described in Article 3 or may pay rent prorated at the amount described in Article 12,however, LESSEE shall not be liable for any interest thereon as described in said Article 12. Such mowing or rent obligations shall cease when LESSEE vacates the Demised Premises. All notices shall be effective upon placement of the notice in an official depository of the United States Post Office, Registered or Certified Mail,Postage Prepaid. ARTICLE 3. Rent LESSEE hereby covenants and agrees to pay as rent the annual sum of Twenty-four Thousand Two Hundred Dollars and No Cents ($24,200.00) for grazing up to Two Hundred(200) Animal Units within the Demised Premises plus One Hundred Twenty-one Dollars and No Cents ($121.00) for each additional Animal Unit. Annual payment to the County shall be accompanied by a certification stating the number and age class of Animal Units being grazed on the land parcels. Said annual rent shall be paid in full upon thirty (30) days from the date in which this Lease is executed by the LESSOR. LESSEE will also be responsible for the payment of additional rent as provided for in ARTICLE 5 of this Lease. In the event LESSEE elects to renew this Lease,as provided for in ARTICLE 2,the rent set forth in ARTICLE 3 shall be increased utilizing the method outlined in ARTICLE 4. ARTICLE 4. Renewal Term Rent In the event LESSEE elects to renew this Lease,as provided for in ARTICLE 2,the rent set forth in ARTICLE 3 shall be increased for each ensuing one (1) year renewal term by five (5) percent from the previous year, compounded. ARTICLE 5. Modifications to Demised Premises Prior to making any changes, alterations, additions or improvements to the Demised Premises, LESSEE will provide to LESSOR all proposals and plans for alterations, improvements, changes or additions to the Demised Premises for LESSOR'S written approval, specifying in writing the nature and extent of the desired alteration, improvement, change, or addition, along with the contemplated starting and completion time for such project. LESSOR, or its designee,will then have sixty (60) days within which to approve or deny in writing said request for changes, improvements, alterations or additions. LESSOR shall not unreasonably withhold its consent to required or appropriate alterations, improvements, changes or additions proposed by LESSEE. If after sixty (60) days there has been no response from LESSOR, or its designee, to said proposals or plans, then such silence shall be deemed as a denial to such request to LESSEE. LESSEE covenants and agrees in connection with any maintenance, repair work, erection, construction, improvement, addition or alteration of any authorized modifications, additions or improvements to the Demised Premises, to observe and comply with all then and future applicable laws, ordinances, rules, regulations, and requirements of the United States of America, State of Florida, County of Collier, and any and all governmental agencies. All alterations,improvements and additions to the Demised Premises shall at once,when made or installed,be deemed as attached to the freehold and to have become property of LESSOR. Prior to the termination of this Lease or any renewal term thereof,or within thirty(30) days thereafter,if LESSOR so directs,LESSEE shall promptly remove 2 0 160 6 110 the additions, improvements, alterations, fixtures and installations which were placed in, on, or upon the Demised Premises by LESSEE, and repair any damage occasioned to the Demised Premises by such removal; and in default thereof,LESSOR may complete said removals and repairs at LESSEE'S expense. LESSEE covenants and agrees not to use, occupy, suffer or permit said Demised Premises or any part thereof to be used or occupied for any purpose contrary to law or the rules or regulations of any public authority. ARTICLE 7. Access to Demised Premises LESSOR, its duly authorized agents,representatives and employees,shall have the right to enter into and upon the Demised Premises or any part thereof at any time, without notice to the LESSEE,for the purpose of examining the same and making repairs, inspecting or curing a default or nuisance,or providing maintenance service therein, and for the purposes of inspection for compliance with the provisions of this Lease Agreement. If LESSOR should need to utilize the property for any length of time,for any purpose, the LESSOR shall advise the LESSEE of its intentions by oral notice. ARTICLE 8. Assignment and Subletting LESSEE covenants and agrees not to assign this Lease or to sublet the whole or any part of the Demised Premises,or to permit any other persons to occupy same. ARTICLE 9. Indemnity LESSEE, in consideration of Ten Dollars ($10.00), the receipt and sufficiency of which is hereby acknowledged, shall indemnify, defend and hold harmless LESSOR, its agents and employees from and against any and all liability (statutory or otherwise), damages, claims, suits, demands, judgments, costs, interest and expenses (including,but not limited to,attorneys'fees and disbursements both at trial and appellate levels)arising directly from "'"\ any injury to, or death of, any person or persons or damage to property (including loss of use thereof) related to (A) LESSEE'S use of the Demised Premises, (B)any work or thing whatsoever done, or any condition created(other than by LESSOR, its employees,agents or contractors) by or on behalf of LESSEE in or about the Demised Premises, (C) any condition of the Demised Premises due to or resulting from any default by LESSEE in the performance of LESSEE'S obligations under this Lease, or(D)any act, omission or negligence of LESSEE or its agents, contractors, employees,subtenants,licensees or invitees. It is acknowledged that in accord with the terms of this Lease (i) certain uses may be made of the Demised Premises by the LESSOR and (ii) LESSOR may permit third parties to make use of the Demised Premises. The Demised Premises are unimproved agricultural pasture lands and/or naturally vegetated areas. LESSEE'S responsibilities for maintenance in accord with Article 11, and its responsibility and liability to LESSOR under this Article 9 are and shall be based on the standards of care required of a tenant of lands having the forgoing characteristics and uses and an absence of business invitees. In case any action or proceeding is brought against LESSOR by reason of any one or more thereof, LESSEE shall pay all costs, attorneys' fees, expenses and liabilities resulting there from and shall defend such action or proceeding if LESSOR shall so request, at LESSEE'S expense,by counsel reasonably satisfactory to LESSOR. The LESSOR shall not be liable for any injury or damage to person or property caused by the elements or by other persons in the Demised Premises, or from the street or sub surface, or from any other place, or for any interference caused by operations by or for a governmental authority in construction of any public or quasi public works. The LESSOR shall not be liable for any damages to or loss of, including loss due to petty theft,any property, occurring on the Demised Premises or any part thereof, and the LESSEE agrees to hold the LESSOR harmless from any claims for damages,except where such damage or injury is the result of the gross negligence or willful misconduct of the LESSOR or its employees. 3 a • } 1 6D6 1 10 ARTICLE 10. Insurance LESSEE shall provide and maintain a farm liability policy which shall be approved by the Collier County Risk Management Department, for not less than an amount of One Million Dollars and No/100 Cents ($1,000,000.00) throughout the term or any renewals thereof to this Agreement. In addition, LESSEE shall provide and maintain Worker's Compensation Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage shall include Employer's Liability with a minimum limit of One Hundred Thousand Dollars and No/100 Cents($100,000.00)each accident. Such insurance policy(ies) shall list Collier County as an additional insured thereon. Evidence of such insurance shall be provided to the Collier County Risk Management Department, 3335 Tamiami Trail East, Suite 101, Naples, Florida, 34112, for approval prior to the commencement of this Lease Agreement; and shall include a provision requiring ten (10) days prior written notice to Collier County c/o County Risk Management Department in the event of cancellation or changes in policy(ies) coverage. LESSOR reserves the right to reasonably amend the insurance requirements by issuance of notice in writing to LESSEE, whereupon receipt of such notice LESSEE shall have thirty(30)days in which to obtain such additional insurance. LESSOR shall maintain such liability insurance, or self funded liability reserves, as are appropriate to protect itself and LESSEE from third party claims based on use of the Demised Premises that the LESSOR is permitted to make,or allows third parties to make,in accord herewith. ARTICLE 11. Maintenance LESSEE shall be allowed to store, within the Demised Property, in a location approved in writing by the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve, any functional maintenance equipment and supplies required for activities directly related to beef cattle production on the Demised Property. LESSEE, at its sole cost and expense, shall mow the six hundred sixty three (663) acres of improved pasture within the Demised Property a minimum of one (1)time per year. LESSEE may roller chop specific areas of pasture when needed to control exotic and woody plant growth and to upkeep areas located around cattle pens. Any off-site mowers or other equipment must be cleaned thoroughly prior to entering the Demised Property as a means to prevent the introduction of nuisance or exotic plant species. LESSEE shall develop the mowing schedule and include variables such as excessive rainfall, drought or other unforeseen conditions, and provide such schedule to the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve. Each individual improved pasture within the Demised Property may include mineral feeders, supplemental feed trough, and molasses feed tanks as a means to control cattle concentration areas. No outside hay may be brought into the Demised Property to prevent introduction of nuisance or exotic plant species. Rotation of cattle shall continue throughout the year on a scheduled basis. In the event there has been an extremely dry and cold winter or an exceptionally wet season,the cattle will be managed by LESSEE to fit the available forage. LESSEE may not fertilize improved pasture areas. Unless specifically authorized in writing by LESSOR in advance,plowing, ditching or digging of water holes shall be prohibited. By the end of the second year of the initial term of the cattle lease, LESSEE,at its sole cost and expense,shall repair and erect, if not already existing, a fence around that area of the Demised Premises which shall contain any cattle. This fencing is crucial in retaining cattle and preventing cattle from roaming off of the Demised Premises. LESSEE shall, at its sole cost and expense, keep the Demised Premises free from debris, litter, abandoned equipment and vehicles, and the like, at all times. If said Demised Premises are not kept free from debris, litter, abandoned equipment and vehicles, and the like, in the opinion of LESSOR, LESSEE'S manager will be so advised in writing. If corrective action is not taken within ten (10) days of the receipt of such notice, LESSOR will cause the same to be cleaned and corrected and LESSEE shall assume and pay all necessary cleaning costs and such costs shall 4 160 6 110 "••••••\ constitute additional rent which shall be paid by LESSEE within ten (10) days of receipt of written notice of costs incurred by LESSOR. The LESSEE, at its sole cost, shall repair all damage to the Demised Premises caused by LESSEE, its employees,agents,independent contractors,guests,invitees,licensees,and patrons. The LESSEE,at its sole cost, shall remove from the Demised Premises in accordance with all applicable rules, laws and regulations, all non-naturally occurring solid, liquid, semisolid, and gaseous trash and waste (but not animal waste) and refuse of any nature whatsoever which might accumulate and arise from the operations of the LESSEE'S business. Such trash,waste and refuse shall be stored in closed containers approved by the LESSOR. LESSEE shall make monthly inspections of exterior fences and gates and make repairs to the fencing as needed. LESSOR shall be responsible for all invasive exotic plant maintenance treatments and non-pastureland prescribed burning within the Demised Property. LESSEE shall be responsible for providing to the LESSOR, on an annual basis, an inspection report of the property and its operations.At a minimum,the report must include the information identified in Exhibit"B". LESSOR/ Preserve Manager shall visit the property at least semi-annually to evaluate the management and grazing operation. The LESSOR/Preserve Manager and the LESSEE/Managing Partner shall meet annually to review and,if necessary,revise any grazing and/or pasture management plans. LESSEE shall report any violation observed pertaining to rules and regulations promulgated by Collier County or the Florida Fish and Wildlife Conservation Commission. LESSEE shall immediately report any incidence of the following: /"\ • Fire • Vandalism • Theft • Poaching • Trespassing • Any hazard, condition or situation that may become a liability to the County or may be damaging to the property or improvements on the property. LESSEE has no affirmative duty to actively monitor conditions for discovery of such activities. Any expense related to utilities used solely by the LESSEE shall be paid for by the LESSEE. ARTICLE 12. Default by LESSEE Failure of LESSEE to comply for thirty (30)days with any material provision or covenant of this Lease shall constitute a default, LESSOR may, at its option,terminate this Lease after thirty(30) days written notice to LESSEE, unless the default be cured within the notice period(or such additional time as is reasonably required to correct such default). However,the occurrence of any of the following events shall constitute a default by LESSEE, and this Lease may be immediately terminated by LESSOR: (a) Abandonment of Demised Premises or discontinuation of LESSEE'S operation. (b) Falsification of LESSEE or an agent of LESSEE of any report required to be furnished to LESSOR pursuant to the terms of this Lease. f""'N (c) Filing of insolvency,reorganization,plan or arrangement or bankruptcy. 5 0 160 6 1 1 0 (d) Adjudication as bankrupt. (e) Making of a general assignment for the benefit of creditors. (f) If LESSEE suffers this Lease to be taken under any writ of execution. In the event of the occurrence of any of the foregoing defaults in this ARTICLE,LESSOR, in addition to any other rights and remedies it may have, shall have the immediate right to re enter and remove all persons and property from the Demised Premises. Such property may be removed and stored in a public warehouse or elsewhere at the cost of and for the account of LESSEE, all without service of notice or resort to legal process and without being deemed guilty of trespass,or being liable for any loss or damage which may be occasioned thereby. LESSOR may, at its option,terminate this Lease after receipt by LESSEE of thirty(30)days notice in writing if a lien is filed against the property or the leasehold interest of the LESSEE, and not removed within thirty(30) days by LESSEE,pursuant to the Florida Mechanics Lien Law. If LESSEE fails to pay the rental amount or any additional charges when due to LESSOR as specified in this Lease, and if said amounts remain unpaid for more than ten (10) days past the due date, the LESSEE shall pay LESSOR a late payment charge equal to five (5) percent of any payment not paid promptly when due. Any amounts not paid promptly when due shall also accrue compounded interest of two(2)percent per month or the highest interest rate then allowed by Florida law,whichever is higher,which interest shall be paid by LESSEE to LESSOR. ARTICLE 13. Default by LESSOR LESSOR shall in no event be charged with default in the performance of any of its obligations hereunder unless and until LESSOR shall have failed to perform such obligations within thirty (30) days (or at LESSOR'S sole discretion,such additional time as is reasonably required to correct such default)after notice to LESSOR by LESSEE properly specifying wherein LESSOR has failed to perform any such obligations. ARTICLE 14.Notices Any notice which LESSOR or LESSEE may be required to give to the other party shall be in writing to the other party at the following addresses: LESSOR: LESSEE: Board of County Commissioners Mr.Thomas Taylor,General Partner c/o Real Property Management Lake Trafford Ranch,LLLP 3335 Tamiami Trail East, Suite 101 719 Hickory Rd. Naples,Florida 34112 Naples,Florida 34108 cc: Office of the County Attorney Mr.Christopher Allen,General Partner 3299 Tamiami Trail East,Suite 800 Lake Trafford Ranch,LLLP Naples,Florida 34112 555 Hickory Road Naples,Florida 34108 Conservation Collier Coordinator North Collier Regional Park 15000 Livingston Rd. Naples,Florida 34109 ARTICLE 15. Surrender of Premises LESSEE shall remove any improvements completed by LESSEE prior to the expiration of this Lease and shall deliver up and surrender to LESSOR possession of the Demised Premises and any improvements not removed upon expiration of this Lease,or its earlier termination as herein provided,in as good condition and repair as the same shall 6 160 6 110 1"."'N continuance at the commencement of the term of this Lease or may have been put by LESSOR or LESSEE during the continuance thereof,ordinary wear and tear and damage by fire or the elements beyond LESSEE'S control excepted. ARTICLE 16. General Provisions LESSEE agrees to contain cattle within the Demised Premises and prevent cattle from roaming off of the Demised Premises. LESSEE shall give oral notice to the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve at least three (3) days prior to any planned cattle round-up or additional cattle release, to allow Environmental Specialist the option to observe the cattle round-up or release. LESSEE shall maintain no less than Fifty (50) and no more than Two Hundred (200) Animal Units at the Demised Premises without written authorization from LESSOR. Increases to the maximum stocking rate shall be subject to acceptable range conditions as outlined within the prescribed grazing plan and as determined by the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve. Animal Units will be established based on the following table: Table 1: Animal Unit Equivalent Guide Species Average Animal Unit Weight Equivalent (pounds) (AUE) Cow,dry 950 0.92 Cow with calf 1,000 1.00 Bull,mature 1,500 1.35 Cattle, 1 year old 600 0.60 .?"'1 Cattle,2 year old 800 0.80 LESSEE shall have the right to camp overnight on the Demised Premises, at LESSEE'S own risk,and shall be required to obtain any necessary permits,if required,for this use. If LESSEE should elect to destroy sick cattle, any use of firearms shall be permitted by LESSOR so as long as LESSEE is legally permitted to possess such firearm in the County of Collier and / or the State of Florida, as applicable. LESSEE acknowledges that there shall be no game hunting or any dispensation of firearms by LESSEE or his invitees upon the Demised Premises except as specifically allowed under this Lease. LESSEE fully understands that the police and law enforcement security protection provided by law enforcement agencies for the above referenced Demised Premises is limited to that provided to any other business or agency situated in Collier County, and acknowledges that any special security measures deemed necessary for additional protection of the Demised Premises shall be the sole responsibility and cost of LESSEE and shall involve no cost or expense to LESSOR. LESSEE expressly agrees for itself,its successor and assigns,to refrain from any use of the Demised Premises which would interfere with or adversely affect the operation or maintenance of LESSOR'S standard operations where other operations share common facilities. (a) Rights not specifically granted the LESSEE by this Lease are hereby reserved to the LESSOR. (b) LESSEE agrees to pay all sales tax imposed on the rental of the Demised Premises where applicable under law. 7 - t (c) If applicable, LESSEE agrees to pay all intangible personal property taxes that may be imposed due to the creation, by this Lease, of a leasehold interest in the Demised Premises or LESSEE'S possession of said leasehold interest in the Demised Premises. (d) LESSEE shall not perform any environmental property management activities, such as, but not limited to, burning or removal of vegetation,unless prior approval is granted by LESSOR. (e) LESSEE acknowledges that LESSOR will allow limited seasonal hunting on the Demised Premises. LESSOR is responsible for developing and implementing rules, protocols, and for the supervision of any hunters and members of the public generally to guard against accidents, injury to LESSEE'S cattle, and interference with LESSEE'S permitted use. LESSEE agrees to mow limited areas and/or shooting lanes prior to hunting weekends upon LESSOR's request. (f) LESSOR will engage a Range Conservationist to develop a prescribed grazing plan for the Demised Premises. LESSEE acknowledges that he will cooperate with LESSOR and any plans that may develop for the Demised Premises as a result of future planning. Implementation of any such plan shall require sixty (60) days written notice to LESSEE. ARTICLE 18. Extent of Liens All persons to whom these presents may come are put upon notice of the fact that the interest of the LESSOR in the Demised Premises shall not be subject to liens for improvements made by the LESSEE, and liens for improvements made by the LESSEE are specifically prohibited from attaching to or becoming a lien on the interest of the LESSOR in the Demised Premises or any part of either. This notice is given pursuant to the provisions of and in compliance with Section 713.10,Florida Statutes. ARTICLE 19. Quiet Enjoyment Subject to LESSOR'S rights provided in this Lease, LESSOR covenants that LESSEE, on paying the rental amount and performing the covenants,terms and conditions required of LESSEE contained herein,shall peaceably and quietly have,hold and enjoy the Demised Premises and the leasehold estate granted to LESSEE by virtue of this Lease Agreement. ARTICLE 20.Waiver No failure of LESSOR to enforce any terms or conditions herein shall be deemed to be a waiver. ARTICLE 21. Effective Date This Lease shall become effective upon execution by both LESSOR and LESSEE. ARTICLE 22.Governing Law This Lease shall be governed and construed in accordance with the laws of the State of Florida. ARTICLE 23.Assignment LESSEE shall have the right to assign this Lease to a legal entity owned or controlled by LESSEE. LESSOR must be advised of any such assignment in writing. 8 0 , r"- `_;,t 1 1 6 0 6 1 „, 1 10 IN WITNESS WHEREOF, the parties hereto have hereunder set forth their hands and seals. /'\ AS TO THE LESSOR: DATED: a .j ll— ATTEST: .. = BOARD OF COUNTY COMMISSIONERS DWIGHT E"-BRQCIC; Ierk'-.'7,i. COLLIER CO TY,FL) ' DA ' e A l' i ' : - Li i ' --•--- mi:.---„._ ib,\___ fieputy ... ! Clerk 'i' it , 'I' Tom Henning, AIRMA signature e . AS TO LESSEE: DATED: WITNESSES: 1 A Ai LAKE TRAFFORD RANCH,LLLP, ( $lature) a Florida limited liability limited partnership (Print Name) _� BY: .,. � THOMAS M.TAYLOR,as General Partner i _A /....AA %I A ignature) (Print Name) (1 ,. LAKE TRAFFORD RANCH,LLLP, (Signatur CJ y��j�.h+.� a Florida limited liability limited partnership tG IC= '*C,,&rnAti io (Print ame) ..� drao BY: �Z UL�CQW CHRISTOPHER L.l• L as General Partner , &' a .4 'i_ ature) A aht Wm/fact (Print Name) Approved as to form and legality: Jennifer A.Belpedio i"*.N Assistant County Attorney 9 O4 ) 1 6 13 6 1 113 Exhibit "A" (Legal Description of Demised Property) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half(E%z)of the East Half(FA) of the Southwest Quarter(SW1/4) of the Southeast Quarter (SE'/4) of Section 22, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South,Range 28 East,Collier County, Florida; thence run S 88°57'47" W, along the south line of the Southeast Quarter (SE'/4) of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W,along the south line of the Southeast Quarter(SPA)of said Section 22, for a distance of 330.09 feet; thence run N 00°31'18" W for a distance of 1342.51 feet; thence run N 88°58'31" E for a distance of 330.12 feet; thence run S 00°31'14" E, for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less. AND Property Tax Identification Number: 00053000002 All of Section 28,Township 46 South,Range 28 East,Collier County,Florida;containing 645.47 acres more or less. AND Property Tax Identification Number: 00052960004 All of Section 27,Township 46 South,Range 28 East,Collier County,Florida;containing 643.59 acres more or less. AND Property Tax Identification Number: 00053200006 All of Section 33,Township 46 South,Range 28 East,Collier County,Florida;containing 706.33 acres more or less. AND Property Tax Identification Number: 00052640007 A parcel of land located in a portion of Section 26,Township 46 South, Range 28 East, Collier County, Florida,being more particularly described as follows: The West Half (W1/4) of Section 26, Township 46 South, Range 28 East, Collier County, Florida, less the North 1452.35 feet thereof and less the Southeast Quarter (SE%) of the Southwest Quarter (SW1/4) of said Section 26, and less that parcel of land, as described and recorded in Official Records Book 2585 at Page 2735 through 2737, owned by South Florida Water Management District with Tax Folio Number 00052640007; containing 185.91 acres,more or less. 10 *, 1 60 6 1 10 ,,- AND Property Tax Identification Number: 00052680009 The Southeast Quarter (SE'/4) of the Southwest Quarter (SW'/a) of Section 26, Township 46 South, Range 28 East, Collier County,Florida; containing 40.38 acres more or less. AND Property Tax Identification Number: 00052440003 A parcel of land lying in the East Half(E'/z) of the East Half(E'h) of the Southwest Quarter(SW'/4) of the Southeast Quarter (SE'/4) of Section 22, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South,Range 28 East,Collier County,Florida;thence run S 88°57'47" W, along the south line of the Southeast Quarter(SE'/) of said Section 22 for a distance of 132038 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47" W, along the south line of the Southeast Quarter(SPA) of said Section 22,for a distance of 330.09 feet;thence run N 00°31'18" W for a distance of 1342.51 feet; thence run N 88°58'31" E for a distance of 330.12 feet; thence run S 00°31'14" E, for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less. END Legal Description /'1 11 1 6 0 6 THIS PAGE INTENTIONALLY LEFT BLANK APPENDIX 4 160 6 Appendix 4 1606 THIS PAGE INTENTIONALLY LEFT BLANK 0 160 6 Pepper Ranch Preserve Land Management Plan Pepper Ranch Preserve Land Management Plan (5 Yr. Revision) Managed by: Conservation Collier Program CON aTioN' .LER Collier County, Florida May 2011 —May 2021 (10-yr plan) Fe„ Prepared by: Johnson Engineering & Conservation Collier Staff; Collier County Parks and Recreation Division G:\Conservation Collier\Land Management\PeppeeRanchPreserve\I,and Management Plans\FinalManagementPlan\PRP_5 year revision doc Pepper Ranch Preserve 1 Conservation Collier Program r � y • 1 60 6 Pepper Ranch Preserve Land Management Plan Land Management Plan Executive Summary Lead Agency: Conservation Collier Program Properties included in this Plan: Pepper Ranch Preserve Preserve lands consist of five contiguous parcels located within Sections 22, 26, 27, 28, 33 & 35, Township 46 South, Range 28 East, in Collier County. A property survey and full legal description is provided in Appendix 1. Parcel Folio Nuinhcr, 00052360002 00053200006 00053000002 00052960004 00053840000 Original Acreage Breakdown: Natural Community Acreage Improved pasture 619.64 Depression marsh, disturbed 311.29 Upland mixed forest 270.92 Slough 243.38 Bottomland forest 241.63 Upland mixed forest, disturbed 160.59 Mesic flatwoods 149.95 Strand swamp 82.41 Mesic flatwoods, disturbed 77.20 Improved pasture,hydric 47.70 Dry prairie, disturbed 45.09 Wet flatwoods 43.66 Depression marsh 42.60 Ditches 35.15 Upland mixed forest,burned 34.65 Shell road,graded and drained 20.63 Slough, disturbed 14.17 Prairie hammock 11.22 Spoil, exotics 9.49 Natural Community(continued) Acreage Wet prairie, disturbed 7.99 Bottomland forest, disturbed 6.27 Conservation Collier Program 2 bJ [ 613 6 Pepper Ranch Preserve Land Management Plan Prairie hammock, disturbed 5.88 Oil field 5.63 Wet prairie 5.21 Primitive trail 4.90 Brazilian pepper,hydric 4.26 Dry prairie 3.53 Borrow pond 1.43 Spoil 1.24 Australian pine 1.15 Brazilian pepper 1.15 TOTAL 2510.01 Management Responsibilities: Agency: Collier County-Conservation Collier Program Preserve Manager: Designated Collier County Environmental Specialist Designated Land Use: Preservation Unique Features: Largest Conservation Collier acquisition to date with frontage on north side of Lake Trafford Archaeological/Historical: The Pepper Ranch Preserve is within an area of historical and archaeological probability. One prehistoric and archaeological site has already been discovered near Lake Trafford and the visitor center is considered a historic structure. Other historical and archaeological sites are most likely present on the property. The County will notify the Division of Historical Resources immediately if evidence is discovered to suggest that any additional cultural resources are present. Management Needs: Monitoring of biological resources; Exotic plant removal and maintenance Conduct a hydrological analysis of the preserve to better determine restoration needs; Possible restoration of select areas after exotic removal; Implementation of a prescribed fire management program; Habitat management to enhance protection of native and listed species populations; and Monitoring public use. Public Involvement: Staff worked with Immokalee Civic Group(s) including the Immokalee Community Redevelopment Association, Collier County Sheriff s Depal anent and neighboring property owners to discuss public use and access issues. Two public meetings were held (January 28 and February 11, 2010) to provide the general public an opportunity to review and comment on this Pepper Ranch Preserve Land Management Plan. Specifically, these meetings gave the general public an n Conservation Collier Program 3 40, r 1 6 0 Ae P Pepper Ranch Preserve Land Management Plan opportunity to learn about the Conservation Collier Program, future land management plans and potential for public use at Pepper Ranch Preserve. This forum also allowed the public to voice any concerns or objections they may have had with any of these issues as presented here in the Final Land Management Plan. Conservation Collier and the Collier County Board of County Commissioners (BCC) held two workshops (February 18 and March 18, 2010) with outdoor sportsmen's clubs and hunters to develop a Hunt Program for Pepper Ranch Preserve. Over 20 people attended the February 18th, 2010 meeting, including representatives from the Florida Fish and Wildlife Conservation Commission (FWC) and Commissioner Colletta, to discuss how best to create a Hunt Program for the preserve. A significant amount of information was collected from this meeting to incorporate into a Hunt Management Plan for the preserve including how often to allow hunts, how many hunters, what types of weapons, check station and registration logistics etc. After the February 18th, 2010 meeting, the first draft of the Hunt Management Plan was created and posted for public review. During the March 18th, 2010 meeting, approximately 10 local hunters attended including Commissioner Colletta, to review the draft Hunt Management Plan. The consensus at this meeting was to divide the ranch into sections and each hunter would have to stay in their section during the hunt. The use of rifles was also discussed as well as safety zones and parking areas. Over the weekend of April 16-18, 2010, the first Annual Youth Hunt was held at Pepper Ranch Preserve. FWC and volunteers managed the hunt and it was a huge success. Fifteen youth hunters participated, aged 12-17, and 4 hogs were harvested. At the April 27, 2010 Collier County BCC meeting, the draft Public Hunt Management Plan for Pepper Ranch was brought for BCC approval. At this meeting, Conservation Collier staff was directed to hold two (2) additional public meetings to determine if hunting should be limited to youth hunts only or to the general public. These meetings were held on May 12 and May 19, 2010. The results of that meeting were to hold at least 2 youth hunts per year and leave the remaining hunts open to the general public. Two additional public meetings were held to provide the public an opportunity to give input on the required 5-year plan update. The meetings were held on March 21, 2017 in Immokalee, and the second was held at the Collier County Extension office on March 28, 2017. Management Goals: Goal 1: Maintain high quality habitat with limited disturbance for the benefit of native flora and fauna (Old Language to remove-Eliminate or significantly reduce human impacts to indigenous flora and fauna) Conservation Collier Program 4 1613 6 Pepper Ranch Preserve Land Management Plan Goal 2: Develop a baseline monitoring program Goal 3: Remove or control populations of invasive, exotic or problematic flora and fauna to restore and maintain natural habitats Goal 4: Create a Prescribed Fire Management Plan Goal 5: Restore native vegetation as needed Goal 6: Monitor public use Goal 7: Facilitate uses of the site for educational purposes Goal 8: Provide a plan for security and disaster preparedness Goal 9: Provide preliminary panther habitat unit (PHU) calculations and a draft monitoring plan per U.S. Fish and Wildlife Service (USFWS) requirements for an onsite panther conservation bank """\ Conservation Collier Program 5 Od 160 6 Pepper Ranch Preserve Land Management Plan TABLE OF CONTENTS Pace 1.0 Introduction 9 1.1 Conservation Collier: Land Acquisition Program and Management Authority 10 1.2 Purpose and Scope of the Land Management Plan 10 1.3 Location of the Pepper Ranch Preserve 10 1.4 Regional Significance of the Pepper Ranch Preserve 11 1.5 Nearby Public Lands and Designated Water Resources 13 1.6 Public Involvement 14 2.0 Natural Resources 14 2.1 Physiography 14 2.1.1 Topography and Geomorphology 14 2.1.2 Geology 14 2.1.3 Soils 16 2.1.4 Hydrology/Water Management 18 2.2 Climate 18 2.3 Natural Plant Communities 19 2.3.1 Uplands: Upland Mixed Forest 25 2.3.2 Wetlands: Depression Marsh 26 2.3.3 Wetlands: Slough 27 2.3.4 Wetlands: Bottomland Forest 28 2.3.5 Uplands: Mesic Flatwoods 29 2.3.6 Other Natural Communities 30 2.3.7 Altered Communities 32 2.4 Native Plant and Animal Species 33 2.4.1 Plant Species 33 2.4.2 Animal Species 33 2.5 Listed Species 37 2.5.1 Listed Plant Species 37 2.5.2 Listed Animal Species 41 2.6 Invasive,Non-native and Problem Species 43 2.6.1 Invasive and Problem Plant Species 43 2.6.2 Invasive and Problem Animal Species 46 3.0 Previous Conditions of the Preserve; Current Use of the Preserve and Adjacent Land Uses 47 3.1 Previous Land Uses of the Preserve 47 3.2 Previous Land Uses of Adjoining Properties 50 3.3 Current Land Uses of the Preserve 51 3.4 Current Land Uses of Adjoining Properties 52 3.5 Cultural, Historical and Archeological Resource Protection 52 3.6 Major Accomplishments since Acquisition 53 Conservation Collier Program 6 160 6 Pepper Ranch Preserve Land Management Plan 4.0 Future Use of the Pepper Ranch Preserve including Management Issues, Goals and Objectives 54 4.1 Management Plan Framework 54 4.1.1 Preserve Manager: Contact Information 54 4.2 Planned Uses and Assessment of their Impacts 54 4.2.1 Identification of Public Uses Consistent with Preservation, Enhancement, Restoration, Conservation and Maintenance of the Resources 54 4.3 Desired Future Conditions 56 4.4 Goals for the 10-year period 2010-2020 57 4.5 Establish an Operational Plan for the Pepper Ranch Preserve 82 4.5.1 Maintenance 82 4.5.2 Estimated Annual Costs and Funding Sources 83 4.5.3 Potential for Contracting Restoration and Management Activities by Private Vendors 87 5.0 Literature Cited 88 TABLES Table 1 Acquisition History and Status of Pepper Ranch Preserve 9 Table 2 Public Lands Located near the Pepper Ranch Preserve 13 Table 3 Extent of Florida Land Use, Cover and Forms Classification System Designations from 2009 on the Pepper Ranch Preserve 20 Table 4 Summary of Natural Communities on the Pepper Ranch Preserve 23 Table 5 Faunal Species Observed at Pepper Ranch Preserve 34 Table 6 Breeding Bird Species Recorded in the Corkscrew and Immokalee Quadrangles Encompassing the Pepper Ranch Preserve 36 Table 7 Listed Plant Species Detected at the Pepper Ranch Preserve 38 Table 8 Non-Indigenous and Invasive Plant Species at Pepper Ranch Preserve 44 Table 9 Major Accomplishments during previous years 53 Table 10 Invasive, Exotic Plant Species Control Plan for the Pepper Ranch Preserve FLEPPC Category I species 60 Table 11 Panther Habitat Unit Calculations excluding SSA 7—Pre-Restoration 81 Table 12 Monitoring and Reporting Schedule for Panther Conservation Bank 83 Table 13 Estimated Annual Land Management Budget 87 Table 14 Potential Contracting for Restoration and Management Activities 88 Conservation Collier Program 7 160z 0 a Pepper Ranch Preserve Land Management Plan FIGURES Figure 1 General Location of and Directions to Pepper Ranch Preserve 11 Figure 2 Conserved Lands in Collier County, Florida Including Lands Owned by Conservation Collier. 12 Figure 3 Preserves and Protected Lands in the Vicinity of Pepper Ranch Preserve 13 Figure 4 Aerial View of the Pepper Ranch Preserve 15 Figure 5 Soil Units on the Pepper Ranch Preserve 16 Figure 6 Distribution of Natural Communities and other Land Uses on the Pepper Ranch Preserve; 2009 FLUCFCS Layer 22 Figure 7 Extent of Natural Plant Communities Currently Found on the Pepper Ranch Preserve 24 Figure 8 1940 Aerial View of Pepper Ranch Preserve 48 Figure 9 1953 Aerial View of Pepper Ranch Preserve 49 Figure 10 1963 Aerial View of Pepper Ranch Preserve 50 Figure 11 Pepper Ranch Easement and Overlay Map 56 Figure 12 Conceptual Site Plan for Pepper Ranch Preserve 72 APPENDICIES Appendix 1 Pepper Ranch Preserve Legal Description Appendix 2 Florida Land Use, Cover and Forms Classification System Designations for Pepper Ranch Preserve—(2'x3' map) Appendix 3 Florida Natural Areas Inventory Designations for Pepper Ranch Preserve —(2'x3' map) Appendix 4 Floristic Inventory of Pepper Ranch Preserve Appendix 5 Management Unit Map of Pepper Ranch Preserve Appendix 6 Cattle Lease Appendix 7 Pepper Ranch Preserve—Quality Wildlife Management Hunt Program 2010 and 2011 Brochure Appendix 8 Pepper Ranch Preserve—Land Use Compatibility Matrix Appendix 9 Parcel Folio Map of Pepper Ranch Preserve Conservation Collier Program 8 160 6 Pepper Ranch Preserve Land Management Plan r"'\ 1.0 Introduction The Pepper Ranch Preserve is 2,510.01 acres of natural and agricultural lands located along the north shore of Lake Trafford in north central Collier County, Florida. The preserve contains various native plant communities, including bottomland forest, upland mixed forest, strand swamp, slough, pine flatwoods, depression marshes, and improved pastures. A site assessment to determine compliance with the Conservation Collier initial screening criteria was conducted in September, October and November 2007 and the Conservation Collier Program purchased the property in February 2009. The County holds fee simple title to the Pepper Ranch Preserve. The Conservation Collier program manages these lands under authority granted by the Conservation Collier Ordinance 2002-63 as amended (2007-65) (available from www.municode.com). Initial acquisition activities are summarized in Table 1. Table 1: Acquisition History and Status of Pepper Ranch Preserve Year Benchmark 2006 FLUCFCS mapping of a portion of the preserve conducted by Scheda 2007 Property nominated to the Conservation Collier Program /'1 2007 Initial Site Assessment by Conservation Collier Staff 2007 Acceptance of Initial Criteria Screening Report by the Conservation Collier Land Acquisition Advisory Committee 2008 Phase I Environmental Assessment Conducted by Environmental Consulting and Technology, Inc. for Collier County 2008 Approved for purchase by the Board of County Commissioners (BCC) 2009 Purchase of the Pepper Ranch property 2009 Developed Interim Management Plan 2009 BCC approved the Interim Management Plan 2010 Completed Final Land Management Plan The preserve consists of approximately 43% (±1087.15 acres)wetland plant communities and approximately 57% (±1422.86 acres) upland plant communities. Conservation, restoration and natural resource-based recreation are the designated uses of this property. Management activities allowed include those necessary to preserve, restore, secure and maintain this environmentally sensitive land for the benefit of present and future generations. Public use of the site must be consistent with these management goals. This is the Final Management Plan for the Pepper Ranch Preserve. This 10-year management plan was approved by the Collier County Board of County Commissioners (BCC) on 6/28/11. This plan replaced the Interim Management Plan. Changes made to this plan during the 5-year review process will be brought before the BCC for their �.-.` approval in 2018. Conservation Collier Program 9 0 1606 Pepper Ranch Preserve Land Management Plan 1.1 Conservation Collier: Land Acquisition Program and Management Authority The Conservation Collier program was originally approved by voters in November 2002 and subsequently confirmed in the November 2006 ballot referendum. Both voter- approved referendums enable the program to acquire environmentally sensitive conservation lands within Collier County, Florida(Ordinance 2002-63, as amended 2007- 65). Properties must support at least two of the following qualities to qualify for further consideration: rare habitat, aquifer recharge, flood control, water quality protection, and listed species habitat. The BCC appointed a Land Acquisition Advisory Committee to consider any selected or nominated properties that an owner has indicated a willingness to sell. The committee recommends property purchases for fmal approval by the BCC. Lands acquired with Conservation Collier funds are titled to "COLLIER COUNTY, a political subdivision of the State of Florida, by and through its Conservation Collier program." The Collier County BCC established the Conservation Collier program to implement the program and to manage acquired lands. As such, Conservation Collier holds management authority for the Pepper Ranch Preserve. Conservation Collier is therefore established to acquire, preserve, restore, and maintain vital and significant threatened natural lands, forest, upland and wetland communities located in Collier County, for the benefit of present and future generations. 1.2 Purpose and Scope of the Land Management Plan r„"•• The purpose of the plan is to provide management direction for Pepper Ranch Preserve by identifying the goals and objectives necessary to eliminate or minimize any threats to the resources and integrity of the preserve. This text is a working document that establishes the foundation of the ten-year plan by identifying the appropriate management techniques necessary to preserve and/or restore the resource. This plan will balance resource restoration and protection with natural resource-based recreational and educational use while looking at restoration needs, listed species protection and maintenance of the site free of invasive, exotic plant and animal species. This plan is divided into sections that incorporate an introduction, descriptions of the natural and cultural resources, projected uses of the property, management issues, and goals and objectives. 1.3 Location of the Pepper Ranch Preserve Pepper Ranch Preserve is located at 6315 Pepper Road just west of the town of Immokalee, Florida(See Figure 1; legal description in Appendix 1). It is in north central Collier County, along the north shoreline of Lake Trafford within Sections 22, 26, 27, 28, 33, and 35,Township 46 South, and Range 28 East. Conservation Collier Program 10 160 6 Pepper Ranch Preserve Land Management Plan Location Map DIRECTIONS •• 1.From Interstate 75take exit 111(immokalee Road) east for 29.3 mks. 2.Tum lea at W.Main Street.Follow W.Main Street E tot l 9 miles a«�xK x j 3.Turn left at Lake Trafford Road Follow Lake Trafford 1. Road for 3.1 miles ({ aD rweu,., . { D~ ROAD ti .fix' O 2 Iii D — 1..w.11, Rowo I sx-� v. Spmg�YCN t1*.f . 4.40 i0A••Di1.N �s t +.x -..4 y- RNwO 3.L{ 7-..4.4 J IMMONwt![wOAD y COWER COUNTY STREET ..Mwiw� • . `'''I JO/L0,01.041JO/L0,01.041JO/L0,01.041.00p II w1r i w s 2 e 1 OM • • O /tet Rr,D Cw,N DILNIIIwOwD / KALA RQ,D W ..i_I [ I _ J 35 7 Dau Nowak..I I i .The romseyer wamewymeaem SCALE IN MILES yy.w.yyy y,..a.0 by me Florida ...or. 0.11.1.0 NY Um, G 5o .11•Pop Wmw Rwwve 6boundary.... .�._.., weaa.a M I,d.Nwe.L Figure 1: General Location of and Directions to Pepper Ranch Preserve. 1.4 Regional Significance of the Pepper Ranch Preserve Ecosystem services such as the protection of water resources, flood control, maintenance of nutrient cycles, preservation of biological diversity, carbon sequestration, and the availability of recreational lands are imperative for the well-being of the citizens of Collier County and may be achieved through the preservation of natural areas. As of 2017, approximately 68% (over 880,980 acres) of all land in Collier County were protected in conservation areas (Figure 2) and managed by private, local, state and federal agencies (FNAI 2008). Collier County's Conservation Collier Program manages the 2,510.01-acre Pepper Ranch Preserve; it contains upland mixed forest, strand swamp, slough, prairie hammock, pine flatwoods, improved pasture, dry prairie, freshwater marshes,bottomland forest, and wet prairie. Conservation Collier Program 11 0 i k 1613 6 Pepper Ranch Preserve Land Management Plan Figure 2: Conserved Lands in Collier County, Florida Including Lands Owned by Conservation Collier. Collier County Preserves, Conservation Easements, Designated State and Federal Land 1____I ,ii, Caracara Prairie Preserve-368 ac /<"Pepper Ranch Preserve-2,512 ac L r _r`� FFO RD \' .`-y C L_ ._:— CR 846 44 �V a tsaaw Red Root Preserve-9 ac,d-} Vic__ ..1 441 I Panther Walk Preserve-9.5 ac Railhead Scrub Preserve-130 ac Red Maple Swamp Preserve-200 ac Winchester Head-80 ac Lee County Wet woods t t C 'e County .++ ! --rkr''—'-' Preserve-28 ac r,. aLWELLRD 1IAMALE RD Camp Kea is S trend Protect-27 ac i. ,s Alligator-Flag -. ' __ Cocohatchee Preserve-20 ac Creek Preserve-4 ac Rivers Road Preserve-78 ac I. "-�Logan Woods Preserve-6 ac _____ Y � freedom Park-125 ac • T ( _ I. • - 0,7 Nancy Payton Preserve-75 ac ma y. y INfRSTA+E 75 Gordon River r' IS 0.!m _ Greenway Preserve-41 ac 4 . . - - ° c7' b n f \ i a erns. I - L 'tom j^r:i-#' Shell Island Preserve-SO ac �y...o. _{ '..11 r.• cfvane Marsh Project-300 a c ■ ,.v' I M t ,.y°c`y� . , cN Otter Mound Preserve-3 a c I _ .��• a". r— ...., of • - ( -3. .i.t 4- 0 0 2 4lvli1es Corr AYloN End II1IUERAcquired Data SoucsEPCollaroelr-Cor Court/Repel/Ac Rasff State and Federal Conservation Lands Crested ny:Conservation CoirrS '';',..7.-r....... Mitigation!Conservation Easements Q‘Coraarve5m CdEvvrapSAoquied propardel ..____- . Aoquired_Mop July_2017 2rtud and.jrp l3T CiOL.rlty Conservation Collier Program 12 S ,.., , , . . 160 6 Pepper Ranch Preserve Land Management Plan 1.5 Nearby Public Lands and Designated Water Resources Pepper Ranch Preserve shares its western and a portion of its northern boundary with the Corkscrew Regional Ecosystem Watershed or CREW Trust conservation lands. The closest Conservation Collier Program property to Pepper Ranch Preserve is the Caracara Prairie Preserve, which is approximately 1.23 miles directly to the west. Other preserves, in order of increasing distance, are provided in Table 2. Figure 3 shows the locations of these preserves. Table 2: Public Lands Located near the Pepper Ranch Preserve Name Distance Direction Type (miles) CREW 0.00 W State Caracara Prairie Preserve 1.23 W Conservation Collier Corkscrew Swamp 2.03 SW National Audubon Society Sanctua Red Root Preserve 5.26 S/SW Conservation Collier Imperial Marsh Preserve 5.63 SE Lee County Conservation 20/20 •1 Presen es within the vicinih of Pepper Ranch CON TION 'n LLILIt .._ _ _ } .' p: .11 SW IA Faticrray -SI' ID�"`" *...a...-*._. SW Fa air _ �1 Pi RPM.. CREW R ' n h rse =.e tg: A air CREW .-.s- iaze .� Z Finn Ran REW S. y.3 ham.d )-r "a+ � •aria .., a riga IRed S J7 .LIF"'. I tlhlt ,_ P C1 ill. O ... •- x a + .o W--r XIIItYtci:r.+ 1 Y f a O W. 2 S > a 3 I r '' ,n Svmno Frtain -o--•--- c ` r awn*aaa.RD - { .... .'I Car wanes EN0an naaartLana*r Rin PO wasp.a(a.eron seas C.C.es Prang Sr.Y+o_moas en sanaaa , sa� ��a = C onvvatan Cors Ganser/non C e Kga.a paNriaDa+per}tanI I Required Landsores F IN SALES rcia_aemaaerr.cnan:_vengxatrrao too D9 : Mr 6317 Cr,er Conservation Lands Figure 3: Preserves and Protected Lands in the Vicinity of Pepper Ranch Preserve Conservation Collier Program 13 (7.) 1 6 0 6 Pepper Ranch Preserve Land Management Plan 1.6 Public Involvement Community involvement in the review of this management plan and all future updates will be coordinated through the general public via public meetings. The community at large will be contacted through direct mailing notices to residents, other preserve managers and businesses within 1,500 feet of the preserve boundaries. Official public notices will be posted on the County website. Staff will seek to coordinate management actions, such as exotic removal and prescribed fires with managers/owners of adjoining public and private lands. The off-road cycling group representing Southwest Florida, the Florida Mudcutters, have been active partners since May 2012. Members have volunteered over 2,000 hours to develop and maintain biking trails in designated locations along the western portion of the preserve. The Caloosa Saddle Club, a local horseback riding group, expressed interest in bringing groups to the Preserve to ride on designated trails. Both groups provided County staff input on the conceptual plan for the trails. Several Boy Scouts have volunteered time and materials to improve the preserve and trail systems such as building picnic tables, kiosks, hitching post, campground design and development and campground fire rings,marking trails and installing bat boxes. 2.0 Natural Resources 2.1 Physiography Pepper Ranch Preserve lies within the Floridian section of the Coastal Plain. The Coastal Plain extends from New Jersey to Texas and was formed mainly from sedimentary rocks deposited in marine environments (U.S. Geological Survey,USGS 2004). 2.1.1 Topography and Geomorphology The site is located in the Southwestern Slope region of the South Florida Water Management District (SFWMD). According to the Florida Geographic Data Layer (FGDL), taken from the USGS Quadrangle Map, the topography of the area is relatively level with an average elevation of twenty feet above sea level and slopes gently southwestward toward the Gulf of Mexico. Surface water percolates directly through the pervious ground or it collects in natural depressions and man-made ditches onsite. In natural areas, when the ground is completely saturated the accumulated surface water will drain offsite through sheet flow. Conservation Collier Program 14 4w 160 6 Pepper Ranch Preserve Land Management Plan 2.1.2 Geology The geology of northern Collier County, where the Pepper Ranch Preserve is located, is characterized by complex sequences of interbedded sands, clays, and limestone. Closest to the surface is the Holocene aged Pamlico Sand Formation, approximately ten feet thick and composed primarily of unconsolidated quartz sand and some silt. The Pamlico Sand unconformably overlies the Pleistocene aged Fort Thompson and Caloosahatchee Formations, which vary from a few feet to more than twenty feet in thickness and are characterized by shelly and sandy limestone with vugs and solution cavities (Miller 1986). Below the Fort Thompson and Caloosahatchee Formations are the Ochopee and Buckingham Members of the Pliocene aged Tamiami Formation, which are at least 200 feet thick in the surrounding areas (Oaks & Dunbar 1974). The Ochopee Limestone unconformably overlies the Buckingham Limestone and/or the equivalent Cape Coral Clay. This unconformity marks the bottom of the surficial aquifer separating it from the brackish underlying aquifer below. Then the Hawthorn Formation, rich in phosphate and other heavy minerals (Scott 1988), overlies the Oligocene age Suwannee Limestone and Eocene age Ocala Limestone that form the Floridan Aquifer System in Southwestern Florida. The Pepper Ranch Preserve is located within the Southwestern Slope. Geologically, this is the dominant feature of Collier County (Campbell 1990). Figure 4 provides a current aerial view of the Pepper Ranch Preserve. r\ Conservation Collier Program 15 0 160 6 Pepper Ranch Preserve Land Management Plan General View of Pepper Ranch iffftrif! ■�0. + +. t'. Irg 4.0".:»e". - - t Vtoe'e . t 4 } PEPPER RANCH t k TraRpM '" Its F PRESERVE tIOA f •e ecce LEGEND ..ar.rrca..an>lleN SCALE IN FEET Pepper Ranch NI. aiumaNNI� •IRe PepwlbndPNEw State and Federal ... � maw...a a r� 3d Conservation Land NeNareem. Figure 4: Aerial View of the Pepper Ranch Preserve 2.1.3 Soils Mapped soils on this parcel were identified by the Natural Resource Conservation Services(NRCS) as Riviera Copeland fine sand, Oldsmar fine sand, Riviera fine sand, Ft. Drum and Malabar, Chobee Winder and Gator soils, Boca Riviera and Copeland depressional, Tuscawilla fine sand, Winder Riviera Chobee soils depressional, and Pennsuco silt loam(Figure 5). 4111) Conservation Collier Program 16 1606 Pepper Ranch Preserve Land Management Plan Figure 5: Soil Units on the Pepper Ranch Preserve Pepper Ranch Soils A latme yt EMI 1 Q to 0,I fill „ ed. Lat . .._ms , r A - 111* ^q - c a5ao 5ooa LEGEND S8 o I d Ngnu SCALE IN FEET papw....b�Flom �� ------Pepper Ranch I I Sods polygonsom Lbw'ewo.w.a Orme.*Coundaar•. Hydric soils .qs pro.*a Noe 1 The following soils descriptions comprise the six hydric or depressional soils at Pepper Ranch Preserve. Winder Riviera Chobee soils underlie 17.6% of the Pepper Ranch Preserve and are very poorly drained soils, or depressional soils; they are typical of marshes. These soils under natural conditions remain ponded, i.e. have standing water, for 6 months or more during most years. Examples of natural vegetation found on these soils include: sawgrass, maidencane, pickerelweed, fireflag, willow, and other wetland plants (Liudahl et al. 1990). Riviera Copeland fine sand, which underlies 13.3% of the Pepper Ranch Preserve, is another hydric or depressional soil found on the preserve. They are a poorly drained soil and are typical of sloughs and cypress swamps. During times of high rainfall, the soils are covered by shallow, slowly moving water for about 7 days. Otherwise during most of the wet season, under natural conditions, the seasonal high-water table is within a depth of 12 inches for 3-6 months; and for the remainder of the year the water table is below a depth of 12 inches receding to 40 inches or below during extended dry periods (Liudahl et al. 1990). Chobee Winder and Gator soils comprise 7.4% of Pepper Ranch Preserve. They are very poorly drained soils found in depressions and marshes. Under natural conditions these soils are ponded for 6 months or more of the year, for most years. The water table recedes to within 12 inches the remainder of the year and down to 12-40 inches during extended dry periods. Natural vegetation consists of pickerelweed, maidencane, rushes, fireflag, sawgrass, willow, and a few cypress trees (Liudahl et al. 1990). Pennsuco silt loam is a poorly drained soil Conservation Collier Program 17 0 1 6 0 6 r h � Pepper Ranch Preserve Land Management Plan found on low prairies and it comprises 4.1% of the soils found at Pepper Ranch Preserve. Under natural conditions, the seasonal high-water table is within a depth of 12 inches for 4-6 months during most years. A few inches of water is above the surface during extremely wet periods. Natural vegetation typically consists of sawgrass, reeds, scattered areas of cypress, maidencane, needlegrass, sedges, wax myrtle, and other wetland plants (Liudahl et al. 1990). The Boca, Riviera and Copeland map unit is a hydric soil that comprises 2.8% of the soils found at Pepper Ranch Preserve. It is found in depressions, cypress swamps, and marshes. Under natural conditions, these soils are ponded for 6 months or more each year. During the remainder of the year the water table is within a depth of 12 inches, and it recedes to a depth of 12-40 inches during extended dry periods. The natural vegetation consists mostly of cypress, pickerelweed, rushes, fireflag, sawgrass, and willow (Liudahl et al. 1990). Only a small percentage of the soils at Pepper Ranch Preserve are Riviera fine sand (0.1%), which is a poorly drained soil found in sloughs and broad, poorly defined drainageways. Under natural conditions, the seasonal high-water table is within a depth of 12 inches for 3-6 months during most years. During the other months, the water table is below a depth of 12 inches, and it recedes to a depth of more than 40 inches during extended dry periods. During periods of high rainfall, the soil is covered by shallow, slowly moving water for about 7 days. Natural vegetation found on these soils consists of scattered areas of South Florida slash pine, cypress, cabbage palm, wax myrtle, sand cordgrass, gulf muhly, blue maidencane, South Florida bluestem, and chalky bluestem(Liudahl et al. 1990). The following soils descriptions comprise the three non-hydric soils found at Pepper Ranch Preserve. Tuscawilla fine sand underlies 30.5% of the Pepper Ranch Preserve and is a non-hydric or non-wetland soil association found in areas typical of flatwoods and hammocks. Under natural conditions, the seasonal high-water table is at a depth of 6-18 inches for 1-6 months during most years. The remainder of the year the water table is below 18 inches. During times of drought, the water table can recede to a depth of greater than 40 inches. Natural vegetation consists of oak, cabbage palm, red maple, red bay, South Florida slash pine, wax myrtle, maidencane, and chalky bluestem (Liudahl et al. 1990). Oldsmar fine sand underlies 18.2% of the Pepper Ranch Preserve and is also a non-hydric soil. Oldsmar fine sand is a nearly level and poorly drained soil found in pine flatwoods. During extended dry periods, the water table may recede to a depth of 40+ inches, but under natural conditions, the seasonal high-water table is between a depth of 6-18 inches. Flora typically associated with this soil type includes South Florida slash pine, cabbage palm, saw palmetto and wax myrtle (Liudahl et al. 1990). Fort Drum and Malabar fine sands are non-hydric soils typically found on ridges adjacent to sloughs. These soils comprise 4.6% of the soils at Pepper Ranch Preserve. Under natural conditions, the seasonal high-water table is at a depth of 6-18 inches for 1-6 months during most years. During the remainder of the year, the water table is below a depth of 18 inches, and it recedes to a depth of more than 40 inches during extended dry periods. Natural vegetation found on these soils is generally South Florida slash pine, saw palmetto, live oak, cabbage palm, wax myrtle, chalky bluestem, creeping bluestem, low panicum and pineland threeawn(Liudahl et al. 1990). Conservation Collier Program 18 b,� ( . 160 6 Pepper Ranch Preserve Land Management Plan f'\ 2.1.4 Hydrology/Water Management Near the surface, the aquifer is highly permeable and the groundwater flows toward the west. However, permeability decreases downward from a porous limestone into poorly indurated sandstone cemented by micrite. The aquifer grades from freshwater downward into brackish water due to the proximity of the Gulf of Mexico to the west and the brackish water in the intermediate aquifer made primarily of Miocene aged sediments. Below that, the Hawthorne formation typically marks the upper boundary of the Floridian aquifer, which is contained within the underlying Oligocene age Suwannee Limestone (Lodge 2005). There are numerous ditches and berms at Pepper Ranch Preserve that are associated with the former agricultural activities. There are also elevated roads with associated ditches that run through the center of the preserve, initially in an east-west direction, then running north-south all the way to the southwestern portion of the preserve (see Figure 6 for land use and cover map). These ditches and berms are likely affecting the hydrology of the wetlands in which they connect. The Surficial Aquifer is an aquifer close to the surface and unconfined, typically associated with the groundwater table. This aquifer is generally limited to smaller uses such as household or small agricultural uses. The Lower Tamiami aquifer is below this aquifer and is recognized as being useful for long-term water needs. According to the SFWMD's technical publication 95-02 (Fairbank & Hohner 1995), the Surficial Aquifer recharge capacity on the Pepper Ranch Preserve is moderate at 43 to 56 inches annually, with parts of the eastern portion of the preserve exhibiting a recharge capacity of less than 43 inches annually. The Lower Tamiami Aquifer recharge capacity on the preserve is relatively low ranging from less than 7 inches and up to 14 inches annually. 2.2 Climate The Pepper Ranch Preserve is located in an area of Florida where humid subtropical and tropical savanna climatic patterns overlap, with temperatures moderated by winds from the Gulf of Mexico and the Atlantic Ocean. Sharply delineated wet and dry seasons and average monthly temperatures greater than 64°Fahrenheit characterize a tropical savanna climate. Monthly rainfalls may exceed ten inches during the wet season. On the other hand, humid subtropical climates typically show less extreme rainfall fluctuations between wet and dry seasons and average monthly temperatures are less than 64° Fahrenheit in some months. The average annual temperature for the coastal portion of Collier County is approximately 75° Fahrenheit. The warmest months are usually July and August. The humidity is high during these months but frequent afternoon thunderstorms prevent excessively high temperatures. Two-thirds of the annual rainfall occurs in the wet season from May to October. Thunderstorms are frequent during the wet season, occurring every two out of three days between June and September. Rainfall records for the area indicate that there is not significant variation in the annual rainfall throughout much of the county; however, large variations often occur during a single year. The P1 Atlantic hurricane season extends from June through November with peak activity Conservation Collier Program 19 TJ , _ 1 6 6 Pepper Ranch Preserve Land Management Plan occurring in September and October when ocean temperatures are highest. 2.3 Natural Plant Communities A plant community refers to the suite of floristic species that form the natural vegetation of any place. In addition to anthropogenic influences, the combination of factors such as geology, topography, hydrology, underlying soils and climate determine the types of plants found in an area. These plants, in turn determine the animal species that may be found there. The description or classifications of these floral communities differ by agency and are based on an agency's goals and objectives for identifying plant communities. As some categorizations are broad (e.g., forest) while others are specific (e.g., mesic pine flatwoods), determining how each organization classifies a community may be difficult. The plant communities observed on the Pepper Ranch Preserve are presented using the Florida Land Use, Cover and Forms Classification System (FLUCFCS) created by the Florida Department of Transportation (1999). This system classifies all land uses including plant communities. These classifications were then translated to the Florida Natural Areas Inventory(FNAI) classifications. The Guide to the Natural Communities of Florida(1990) was utilized to convert from FLUCFCS to FNAI designations. In the fall of 2009 Johnson Engineering ecologists mapped the vegetation communities and other land uses found on the Pepper Ranch Preserve using the FLUCFCS designations. There are 25 distinct plant communities/land uses on the preserve. Some ,•„•\ of these land uses are further described as disturbed and/or by the level of invasive exotic plants they exhibit. The number 9 qualifier in the FLUCFCS code represents a disturbance in the plant community, generally due to a hydrologic impairment and in some cases the disturbance is from a cleared understory. The letter E qualifier represents the level of invasive exotic vegetation present by percent cover. Table 3 summarizes the plant communities mapped for the Pepper Ranch Preserve in 2009. The table also provides a brief description of each FLUCFCS code. Figure 6 visually depicts these land cover designations from 2009. Due to the size of Pepper Ranch Preserve, a 2'x3' map of the land cover designations for 2009 is provided in Appendix 2. Table 3:Extent of Florida Land Use,Cover and Forms Classification System(FLUCFCS) Designations from 2009 on the Pepper Ranch Preserve FLUCFCS Wetland Description Acreage Code Status I,1641 Oil field N 5.63 211 Improved pasture \ 619.26 2111 Cattle pen N 0.38'`" 3109 Upland prairie,disturbed \ 3. 3 310E1 Upland prairie,disturbed,exotics 5-24% N 37.35 310E2 Upland prairie,disturbed,exotics 25-49% N 4.01 Conservation Collier Program 20 1606 6 Pepper Ranch Preserve Land Management Plan Table 3:Extent of Florida Land Use,Cover and Forms Classification System(FLUCFCS) Designations from 2009 on the Pepper Ranch Preserve(continued) FLUCFCS Description Wetland Acreage Code Status 1'209 Upland shrub,disturbed N 411 Pine flatwoods N 149.95 4119 Pine flatwoods disturbed N 40.80 4119E1 Pine flatwoods,disturbed,exotics 5-24% N 1.44 . ine flatwoods,disturbed,exotics 25-49% N 2 4119E4 Pine flatwoods,exotics 75-100% N 3.69 422 Brazilian pepper,non-hydric N 1.15 427/428 Oak/Cabbage palm N 11.22 7EI Oak,exotics 5-24= N 1.57 428E1 Cabbage palm,exotics 5-24% N 3.82 428E3 Cabbage palm,exotics 50-74% N 4.31 slat gine,cabba '',111111k* y . N 270.92 4349 Oak,slash pine.cabbage palm,disturbed N1.99 4349E1 i ak,slash pine,cabbage palm,disturbed,exotics 5-24% N 1 149.74 4349E2 Oak,slash pine,cabbage palm,disturbed,exotics 25-49% N 8.89 t'"\ 43_ 4B O slashpme,cabbage palm,burned N 34.65 437 Australian pine N 1.15 N " 1.24 743E4 Spoil,exotics 75-100% N 9.44 lei a.,ed and drained N 20.63 8146 Primitive trail N 4.90 OSW` 34.49 512E4 Ditches,exotics 75-100% OSVN, 0.66 .1111111 ; OSW 1.43 211H Improved pasture,hydric W 47.70 Table 3: Extent of Florida Land Use,Cover and Forms Classification System(FLUCFCS) Designations from 2009 on the Pepper Ranch Preserve(continued) FLUCFCS FLUCFCS FLUCFCS Code FLUCFCS Code Code Code „. Red maple swamp W 76.56 6152 Pop ash samp �� wW 15.05 eir Pond apple depression W 0.71 6169E1 Pond apple,laurel oak,cabbage palm,disturbed,exotics 5-24% W 0.83 6.189 Willow/shrub wetlan x 1rbed W 5.44 6192 Brazilian pepper,hydric W 4.26 --------- ----- /.'\ Conservation Collier Program 21 1 6 Pepper Ranch Preserve Land Management Plan 621 Cypress 624 Cypress,pine,cabbage palm W 2.51 624E1 Cypress,pine,cabbage palm,exotics 5-24% W 630 Wetland forested mix W 145.46 630E1 Wetland forested mix,exotics 5-24% W 3.85 63l Shrub wetland W 243.38 6319E1 Shrub wetland,disturbed,exotics 5-24% W 12.26 6319E2 Shrub wetland,disturbed.exotics 25-49°0 W 0.56 631E1 Shrub wetland,exotics 5-24% W 1.35 641 Freshwater marsh W 42.60 6419 Freshwater marsh,disturbed W 44.83 6419EI Freshyi-ater marsh,disturbed exotics 5 24"0 W 70.00 6419E2 Freshwater marsh,disturbed,exotics 25-49% W 26.19 6419E3 Fresh uatermarsh,disturbed,exotics 50-74° W 5.42 641E1 Freshwater marsh,exotics 5-24% W 135.72 641 E2 Freshwater marsh,exotics 25-49° W 26.37 641 E3 Freshwater marsh,exotics 50-74% W 1.27 643 Wet prairie W 5.21 6439E2 Wet prairie,disturbed,exotics 25-49% :. 7. 643E I Wet prairie,disturbed,exotics 5-24% W 0.49 Total 2510.01 W—wetland N—non-wetland OSW—other surface water r-� Conservation Collier Program 22 z . , . ., . . 160 6 ..s3.Izt., .,„-,, Ts z C1 5 N Y U G 4'. Y f li !„ i °a s y r 3 a :71.) 1,7-':"..'"-:i14.- :: 7..5:— r 14 �LL`�m � titUtial,< . , , u. . e. rr S" j "42 . W Cm Cm Cmi ry c..., 0. a D a LI_ CS EL tor U `u 1:,$ _ ='; f� te- N c + c E ry ' Cif . .,:: L,_ , , 7''''''''''.2' ';'`ior � cs � w Z 8—w 0 0 \ U v o Pxwsasn P�PR4� Ptl�y �WPE60860onuwJ- SID �11 i n w' ,. 0 U 160 Pepper Ranch Preserve Land Management Plan The vegetation classification scheme of the FNAI and the Florida Department of Natural Resources (FDNR) (1990) are presented in Table 4. This table is based on the natural plant communities observed on the Pepper Ranch Preserve. The following subsections (2.3.1 - 2.3.6) provide information about the natural plant communities observed on the preserve according to their FNAI designations. Subsection 2.3.7 describes the altered communities found at Pepper Ranch Preserve. Figure 7 visually depicts the FNAI designations for the preserve based on the 2009 field verifications. Due to the size of Pepper Ranch Preserve,a 2'x3' map of the FNAI designations is provided in Appendix 3. Table 4: Summary of Natural Communities on the Pepper Ranch Preserve FNAI Natural Global State Percent Comments Community Rank Rank Cover' Type Bottomland forest G4 S3 9.87% Also called bottomland hardwoods and mesic hammock De.ression marsh G4 S4 14.09% Ck.z t th .a►a• atx.ae!csh:alm atdit rtar. .. D .rairie G2 S2 1.94% Also called .almetto .rairie Mesic flatwoods G4 S4 8.97% Also called line flatwoods Prairie Hammock G3 S3 0.83% Also called .alm/oak hammock and h dric hammock Slough G3 S3 10.25% Strand swam. G4 S4 3.28% Also called c press strand U.land mixed forest G4 S4 18.56% Also called u.land hardwood and mesic hammock Wet flatwoods G4 S4 1.74% Also called h dric flatwoods G3 S2 0.53% Also called savannah and coastal .rairie 70.06% of Pepper Ranch Preserve is comprised of natural communities. The remaining 29.94% is comprised of altered communities as described in subsection 2.3.7. Definition of Global(G) element ranks: G2 = Imperiled globally because of rarity (6-20 occurrences or very little remaining area, e.g., <10,000 acres) or because of some factor(s) making it very vulnerable to extinction throughout its range; G3 = Either very rare and local throughout its range or found locally (even abundantly at some of its locations) in a restricted range or because of other factors making it vulnerable to extinction throughout its range,21 to 100 occurrences; G4 = Apparently secure globally, though it may be quite rare in parts of its range, especially at the periphery. Definition of State(S) element ranks: S2 = Imperiled in state because of rarity(6-20 occurrences or little remaining area) or because of some factor(s) making it very vulnerable to extinction throughout it range; S3 = Rare or uncommon in state(on the order of 21 to 100 occurrences); S4 = Apparently secure in state, although it may be rare in some parts of its state range. Conservation Collier Program 24 z ,,, ,.4 16D6 _,ca...,-, F30 ,,z :,: 5 N h 4.0 ,, Y d a. N Q., F R a C, f k �:: - R s—T a S v !_ .1 1L= P., ,... 1 au �, -. W 0. CI CC. # O 'J - F,;,::::.".* ;”7 ., ''' 4 1,ilkli .6 fit' l� c e * �:. 6. ' 4 U as Ce a ' : \ CI" � k , O. ae zui a ,c .am. 1Q L ii E N w y t E o ,. i r to W 4 y�ixw,. z •,wwY. d ..•� clW ... 72 ppQ Q. . :axee3.s< - O J w N { O o pm.neN2.611t1000-£608600v uulHoJd‘tOsuJIJ!1 toll 0 W Li 0 rx �~ 160 ., 6 Pepper Ranch Preserve Land Management Plan 1 n 2.3.1 Uplands: Upland Mixed Forest The upland mixed forest community comprises approximately 18.56% of the Pepper Ranch Preserve, the largest acreage of which is located primarily in the southwestern portion of the preserve but also occurs throughout the preserve in smaller acreages (Figure 7). Upland mixed forests in south , u ,.„\t 1, , Florida are also known as upland l `, •., s • hardwoods, mesic hammocks, 1.4.10... .-L,..:4-140--4.,,' ;' �i•, twt` 6r, � \'I prairie hammocks, xeric �#1 k, 4; ', - 'l „ _ 0, hammocks, h dric hammocks u •' _-- ,„ r ` l (FNAI 1990) and mesic f c . e _ ! temperate hammocks (USFWS , ' -� I /".. i ' 1999). This plant community at ,. , -,moi ,,r Pepper Ranch Preserve is # characterized by live oaks ,''; •r.:0 -° (Quercus virginiana) and laurel `Vis,,,. '`' . - ., oaks (Quercus laurifolia) (both '14 ' '; # ,;..%�S• hardwood species), south Florida ' ' � r y `~ ,. �` ,' `--- Ate, slash pine (Pinus elliottii var. - :,'*. � �_ ��' �� densa), cabbage palms (Sabal palmetto), and some cypress Upland Mixed Forest Community within Pepper Ranch Preserve (Taxodium spp.) and strangler Photo by Johnson Engineering,Inc. r� figs (Ficus aurea), that together generally form a closed canopy. The midcanopy includes myrsine (Myrsine guainensis), dahoon holly(Ilex cassine) and wax myrtle (Myrica cerifera). The plant species found in the understory are mainly native species including blue maindencane (Amphicarpum muhlenbergianum), foxtail grass (Setaria sp.), carpet grasses (Axonopus spp.), slender goldenrod(Euthamia caroliniana),musky mint(Hyptis alata), chocolate weed(Melochia corchorifolia), swamp fern (Blechnum serrulatum), capeweed (Phyla nodiflora), wild coffee (Psychotria nervosa) and varying densities of the invasive exotic torpedo grass (Panicum repens). Originally in the disturbed portions of this community, Brazilian pepper (Schinus terebinthifolius) comprised up to 24% of the midcanopy otherwise it is present at less than 5% coverage. In the herbaceous layer of the disturbed areas of this community there were significant levels (26-50% coverage) of caesarweed (Urena lobata) and some (1-5% coverage) dogfennel (Eupatorium capillifolium). These areas have been treated several times since acquisition, however a significant seed source exists. Ongoing maintenance is being conducted on an annual or bi-annual basis. The closed canopy and abundant hardwood mast provided by this plant community attract wildlife species seeking food, cover, roosting, and nesting sites. Additionally, these areas are ideal stopover areas for migratory passerines. Since these communities occur on relatively well-drained sites, they are also attractive for human habitation and recreational uses. These anthropogenic uses have increased the number of invasive plant and animal species in these areas and have resulted in degraded hardwood forests throughout the state(USFWS 1999). r--. Conservation Collier Program 26 0 1613 ♦ x ♦ Pepper Ranch Preserve Land Management Plan 2.3.2 Wetlands:Depression Marsh Depression marsh, also known as freshwater marsh, isolated wetland, or ephemeral pond, comprises approximately 14.09% of the Pepper Ranch. Even though these wetlands are present throughout the preserve, they are more prevalent in the central portion of the preserve and eastward to the property boundary. Freshwater marshes are often scattered among upland, pine flatwoods communities as is the case at Pepper Ranch Preserve. Only 12% of this plant community at Pepper Ranch Preserve appears to be hydrologically undisturbed. This determination was made solely by observing the plant composition in the disturbed marshes, which consisted of varying levels of upland and transitional species, nuisance and invasive exotic species, as well as by noting the relatively low water levels or lack thereof in comparison to the seemingly undisturbed marshes. Further hydrologic investigations would be necessary to Depression Marsh Community within Pepper Ranch Preserve Photo by Johnson Engineering,Inc. determine if hydrology was the actual cause of the noted disturbance. Native plant species found within this plant community included maidencane (Panicum hemitomon), Southeastern sunflower (Helianthus agrestis), blue maidencane, American cupscale (Sacciolepis striata), pickerelweed (Pontederia cordata), alligator flag (Thalia geniculata), swamp fern , sawgrass (Cladium jamaicense), narrowfruit horned beaksedge (Rhyncospera inundata), southern beaksedge (Rhyncospora microcarpa), pale meadowbeauty (Rhexia mariana), bulltongue arrowhead (Sagittaria lancifolia), musky mint, Virginia buttonweed (Diodea virginiana), common buttonbush (Cephalanthus occidentalis), lemon bacopa (Bacopa caroliniana), spikerushes (Eleocharis spp.), American white waterlily (Nymphaea odorata), broomsedge bluestem (Andropogon virginicus), sand cordgrass (Spartina bakeri), redtop panicum (Panicum rigidulum), and corkwood (Stillingia aquatica). The nuisance and invasive exotic plant species observed in this community include torpedo grass, dog fennel, caesarweed , Southern crabgrass (Digitaria ciliaris), tropical soda apple (Solanum viarum), alligator weed (Alternanthera philoxeroides), Brazilian pepper, melaleuca (Melaleuca quinquenervia), Peruvian primrosewillow(Ludwigia peruviana), and valamuerto (Senna pendula var. glabrata). Conservation Collier Program 27 0 1 60 6 Pepper Ranch Preserve Land Management Plan In Florida, these marshes are influenced by their subtropical location, fluctuating water levels, frequency and intensity of fire, organic matter accumulation and hard water (Kushlan 1990). These factors, combined with the dominant species found within a marsh, dictate the category within which the marsh is placed. Six major categories of freshwater marshes are recognized in Florida. The marshes in the Pepper Ranch Preserve are generally within the "flag marsh" category. These marshes usually have a moderate (flooded 6 to 9 months) hydroperiod, a moderate (about once every ten years) fire frequency and moderate to high (usually less than one meter deep to over a meter deep) accumulation of organic material (Kushlan 1990). 2.3.3 Wetlands:Slough Sloughs are generally abundant throughout Florida and at Pepper Ranch Preserve this community comprises 10.25% of the preserve. It is located almost entirely in the western portion of the preserve, and most of this community extends onto the adjacent CREW land. According to the FNAI Guide to the '.: t wA-- 4,'`4i iT•rG; Natural Communities of Florida r'`" (1990), sloughs are characterized as Of, .., a broad shallow channels, inundated • I with flowing water except during -4 , extreme droughts. They are the - / , '' `; ti deepest drainageways within strand ' `"` swamps and swale systems. The vegetation structure of sloughs is tt4.ti+4 t } variable but at Pepper Ranch Preserve 1141 it is characterized, in general, by +" - Carolina willow (Salix caroliniana), a`- which is dominate, Carolina (pop) ash #� 1 s (Fraxinus caroliniana). Sawgrass, 1. _ bog hemp (Boehmeria cylindrica) and ` climbing hempweed (Mikania scandens) were some of the ,t herbaceous species observed in the understory. The canopies formed in these sloughs, r' especially in south Florida, are ideal moist, warm habitats for rare and , endangered tropical epiphytes. Many Slough Community within Pepper Ranch Preserve Caribbean species that occur in this Photo by Johnson Engineering,Inc. community are virtually never encountered in other Florida habitats. Pond apple branches are often heavily loaded with epiphytic orchids, bromeliads, and ferns. Typical animals include ribbon snake, cottonmouth, opossum, gray squirrel, black bear, raccoon, mink, otter, Florida panther, and white-tailed deer(FNAI 1990). ,►� Conservation Collier Program 28 S 16D 6 Pepper Ranch Preserve Land Management Plan Sloughs often occur over the lowest part of linear depressions in the underlying limestone bedrock. The peat soils found in sloughs can be destroyed by catastrophic fires that often occur during droughts. The typical hydroperiod in this community is at least 250 days per year. Sloughs are often found in association with cypress swamps and may also occur in floodplain swamps and basin swamps (FNAI 1990). Sloughs are extremely vulnerable to hydrologic disturbance and must have a reliable, quality water source to persist. The lack of invasive plant species observed in this community at Pepper Ranch Preserve is indicative of a high-quality system. 2.3.4 Wetlands:Bottomland Forest This community at the Pepper Ranch Preserve appears in association with Lake Trafford along the southern perimeter of the preserve, and with the large slough occurring on the western portion of the preserve. This natural community covers 9.87% of the preserve. Bottomland forest is characterized as a _ x • 4:0104e,„. low-lying, closed-canopy forest of tall, , , straight trees with either a dense . i �'` ; z ,*� , shrubby understory and little ground IA ' cover, or an open understory and ground :.` 1 . R cover of ferns, herbs, and grasses (FNAI w _ $: �., ? ' ` 1990). At Pepper Ranch Preserve the , **tit r6, ,7 _ , latter is most often observed, with red ± ' ,�; � maple (Acer rubrum) as the dominate ' ' '' h canopy tree, some buttonbush in the midcanopy and sawgrass, alligator flag, swamp fern, and cinnamon fern 1 , (Osmunda cinnamomea) in the understory. • t . The canopy of these forests is dense and closed, except during winter in areas where deciduous trees predominate, as in Pepper Ranch Preserve. The air movement and light penetration are thus generally low,making the humidity high and relatively constant. Because of these characteristics, bottomland forests Bottomland Forest Community rarely burn. This is also a very stable within Pepper Ranch Preserve community that requires a hundred years Photo by Johnson Engineering,Inc. or more to mature. Nearly all bottomland forests in Florida have been logged, which often leaves long-lasting scars from soil disturbance(FNAI 1990). /'4N Conservation Collier Program 29 ..., .- . , 160 6 Pepper Ranch Preserve Land Management Plan 2.3.5 Uplands:Mesic Flatwoods The pine flatwoods community comprises approximately 8.97% of the Pepper Ranch Preserve. This plant community is located predominately in the central and eastern portions of the preserve. Pine flatwoods are one of the most wide-ranging terrestrial plant communities in Florida and consequently one of the most influenced by anthropogenic activities (Abrahamson & Hartnett 1990). Fire strongly influences the community structure and composition of this community. The term pine flatwoods is a general categorization of areas that are dominated by various species of pine (Pinus spp.) trees. Pine flatwoods may be found in mesic flatlands where the landscape is made up of flat, moderately well drained sandy substrates with a mixture of organic material, often with an underlying hard pan layer. An open canopy forest of widely spaced pine trees with little or no understory but a dense ground cover of herbs and shrubs characterize natural,mesic flatwoods that have been burned regularly(FNAI 1990). If,,' • s-••,_ � . -w.r. , The U.S. Depaitment of Agriculture (USDA) NRCS'' classification system refers to �` these areas as South Florida �'.� '' ' ,� flatwoods. South Florida „,, _ flatwoods are typically savannas, it4 a type of plant community l! ,; k ` intermediate between forest and grassland. Mesic pine �..� flatwoods are also called mesic flatwoods, pine savanna, cabbage palm savanna, and pine barrens. The flatwoods at Pepper Ranch are characterized by a south Florida slash pine Mesic Flatwoods Community within Pepper Ranch Preserve dominate canopy with some live Photo by Steven W.Woodmansee oaks, wax myrtle and saw palmetto (Serenoa repens) in the subcanopy, and a myriad of herbs and forbs forming the ground cover, such as: swamp fern, grape vine (Vitis rotundifolia), American beautyberry (Callicarpa americana), tall elephant's foot (Elephantopus elatus), greenbrier (Smilax sp.), caesarweed, and tick- trefoil(Desmodium sp.). Mesic flatwoods provide essential forested habitat for a variety of wildlife species including Neotropical migratory birds, wide-ranging large carnivores, mid-sized carnivores, ground-nesting vertebrates, tree-cavity dependent species, tree-nesting species and non-aquatic plant life. "At the current rate of habitat conversion, the mesic pine flatwoods, once the most abundant upland habitat in South Florida, is in danger of becoming one of the rarest habitats in South Florida”(USFWS 1999c). n Conservation Collier Program 30 0 1686 Pepper Ranch Preserve Land Management Plan 2.3.6 Other Natural Communities All other natural communities (strand swamp, dry prairie, wet flatwoods, prairie hammock, and wet prairie) at the Pepper Ranch Preserve collectively cover less than 9% of the preserve. ` Strand swamp is most commonly known as cypress " tia ' swamp and it is strictly found in the western portion of 't . .� Pepper Ranch Preserve in association with the slough . �. ':, natural community. The typical vegetation found in this , 46.• community at Pepper Ranch Preserve includes: cypress (Taxodium ascendens) in the canopy, Carolina (pop) ash t : " • ; in the midcanopy, and the understory is mainly open .at% „ water with some alligator flag, pickerelweed, and ;;i sawgrass. a `' The dry prairie community at Pepper Ranch Preserve is located in the extreme southwest and eastern portions of the preserve. Portions of this community exhibit no canopy, but where a canopy is present it is at less than Strand Swamp Community within 10% coverage and is made upof south Florida slash me Pepper Ranch Preserve g p Photo by Johnson Engineering,Inc. and cabbage palms. The midcanopy appears to have been cleared at one time and now consists mainly of saw palmetto and wax myrtle. The understory is dominated by ' bahiagrass (Paspalum notatum), and other grasses and herbs present including: blue maidencane, torpedo grass, knotroot foxtail (Setaria parviflora), big carpetgrass (Axonopus ficrcatus), chocolate weed, tall elephant's foot, tick- trefoil, musky mint, netted pawpaw (Asimina reticulata), slender goldenrod, wire grass (Aristida stricta), and a variety of sedges. The disturbed portions of this Dry Prairie Community within Pepper Ranch Preserve community located in the eastern part of Photo by Johnson Engineering,Inc. the preserve exhibit less native plant diversity, which has been replaced by cogongrass (Imperata cylindrica), smutgrass (Sporobolus indicus), Peruvian primrose willow, Caesar's weed, and Brazilian pepper. The disturbance to the portions of this community located in the southwestern part of the preserve appears to be due to a cleared canopy. The invasive plants in these areas have been treated several times since acquisition, however a significant seed source exists. Ongoing maintenance is being conducted on an annual or bi-annual basis. Conservation Collier Program 31 0 }i � 1606 Pepper Ranch Preserve Land Management Plan The wet flatwoods of Pepper Ranch Preserve are 7,,,_ „, exclusively found in the western portion of the preserve ••. . Ir. and they exhibit cypress, south Florida slash pine and .1, cabbage palms in the canopy, little to no midcanopy , rr til and an understory similar to the adjacent strand swamp �� ' r 4 •community. ., '1►'` : {:E P , The prairie hammocks at Pepper Ranch Preserve are an �" 's upland community comprised of predominately live '• oaks and cabbage palms in the canopy and a midcanopy and understory similar to the upland mixed forest as described above. is f � , r = t., 1' ' w 'x ' Wet Flatwoods Community within Pepper Ranch Preserve to e a . `ax,<,.;�",� „ Photo by Steven W.Woodmansee y< There are only four small areas of wet prairie at Pepper Ranch Preserve ;; ,a ';' located in the southwestern portion of ' tea. ; " the preserve and they exhibit the n Prairie Hammock Community :x ";• within Pepper Ranch Preserve ;., 1;it Photo by Johnson Engineering,Inc. w 4 following plant species: blue maidencane, sand cordgrass, corkwood,broomsedge bluestem,haspan flatsedge (Cyperus haspan), spadeleaf (Centella asiatica), cypress witchgrass (Dichanthelium ensifolium var. unciphyllum), southern umbrellasedge (Fuirena scirpoidea), maidencane, narrowfruit horned beaksedge, narrowleaf blue- eyed grass (Sisyrinchium angustifolium). Portions of this community also have the invasive exotic torpedo grass, up to 50% coverage, and the remaining portions are free of invasive exotic vegetation. These invasive plant areas have been Wet Prairie Community treated several times since acquisition, however a within Pepper Ranch Preserve significant seed source exists. Ongoing Photo by Johnson Engineering,Inc. maintenance is being conducted on an annual or bi- annual basis. Conservation Collier Program 32 0 160 6 Pepper Ranch Preserve Land Management Plan 2.3.7 Altered Communities The most common community at Pepper Ranch Preserve is the improved pastures, which is an altered community; they comprise 26.57% of the preserve. The majority of the pastures exhibit upland grass and forbs species dominated by bahiagrass with a mixture of the following species: limpograss (Hemarthria altissima), ragweed (Ambrosia artemisiifolia), dogfennel, smutgrass, bushy bluestem (Andropogon glomeratus var. hirsutior), tick-trefoil, capeweed, creeping woodsorrel (Oxalis corniculata), rabbitbells (Crotalaria rotundifolia), flatsedges, torpedo grass, purple thistle (Cirsium horridulum), knotroot foxtail, big carpetgrass, woodland false buttonweed (Spermacoce assurgens), and crabgrass. Most of the pastures at Pepper Ranch Preserve are rimmed with large Brazilian pepper trees associated with Improved Pastures within Pepper Ranch Preserve ditch/berm and fence lines. In the far Photo taken by Johnson Engineering,Inc. western portion of the preserve there is a hydric pasture that exhibits more wetland species than the other pastures and the underlying soils are hydric soils. There is /"\ a midcanopy in the hydric pasture of pop ash, Brazilian pepper, and Carolina willow. The herbaceous layer consists of southeastern sunflower, torpedo grass, bushy bluestem, spadeleaf,Virginia buttonweed,blue mistflower(Conoclinium coelestinum), musky mint, and southern beaksedge. Three oil fields are located adjacent to the hydric pasture at Pepper Ranch Preserve, two of which are currently in operation. An elevated, graded shell road traverses the preserve and provides access to the oil fields in the western portion of the preserve. There are also numerous primitive roads and trails that provide access to the pastures and to the lodge; the latter is located in the southeastern portion of the preserve. Ditches are typically associated with the roads, trails, oil fields and pastures of the preserve. A few borrow ponds are scattered throughout the preserve, usually located within pastures to provide water for the cattle. These borrow ponds typically have spoil piles, some of which are covered with Brazilian pepper. There are only a few areas where exotics have formed a monoculture. The largest of these areas is located at the southern end of a large depression marsh in the north portion of the preserve where there is a hydric Brazilian pepper monoculture (4.26 acres). In the southeastern portion of the preserve there were two small pockets of mature suckering Australian pines (Casuarina glauca) totaling 1.15 acres. These areas have been treated several times since acquisition, however a significant seed source exists. Ongoing maintenance is being conducted on an annual or bi-annual basis. Conservation Collier Program 33 0 16 0 6 Pepper Ranch Preserve Land Management Plan 2.4 Native Plant and Animal Species The Pepper Ranch Preserve is composed of several upland and wetland natural communities as well as altered communities such as the dominant feature, the improved pastures. This section discusses the flora and fauna observed within these communities and the next section(2.5) discusses all listed species in greater detail. 2.4.1 Plant Species To date, 416 plant species have been recorded at the preserve (Appendix 4). A comprehensive plant survey was conducted in September 2009 by botanist Steven W. Woodmansee of Pro Native Consulting. An additional survey of Pepper Ranch Preserve was conducted in May of 2010 to capture species in bloom that might have been missed during the fall survey. Of these 416 species, 334 (80%) are native to Florida and 82 are non-native(20%). Of the 82 non-native species, 32 are listed on Florida Exotic Pest Plant Council's (FLEPPC) 2017 List of Invasive Plant Species (24 Category I and 8 Category II). 2.4.2 Animal Species When this original plan was written, there were limited surveys conducted specifically for the occurrence of animal species (in contrast to plants) and the lack of on-site staffmg, little was recorded for actual occurrences of animals at the Pepper Ranch Preserve. Occurrences of fauna at the preserve were based on direct visual and aural observations made by staff, Johnson Engineering ecologists, and Pro Native Consulting biologist during site visits or evidence of activity such as spoor, scat, or burrows, and from the site information available in documents such as the site's initial criteria screening report, the property's interim management plan and anecdotal information from persons with knowledge of the site. Since acquisition, numerous wildlife cameras have been deployed throughout the preserve and frog and bird surveys have been conducted to give us a more complete list. Table 5 provides a comprehensive list of animals, both native and non-native, recorded on the Pepper Ranch Preserve thus far. Table 5: Faunal Species Observed at Pepper Ranch Preserve Common Name Scientific Name Protection Status American Bittern Botaurus lenti•inosus American Kestrel Falco s•arverius American Redstart Seto•ha:a ruticilla American Robin Turdus mi:ratorius Anhin•a Anhin•a anhin•a Audubon's Crested Caracara Pol borus•lancus audubonii T FWC USFWS Bald Ea Ile Haliaeetus leucoce.halus Delisted USFWS&FWC y..� Conservation Collier Program 34 0 4160 6 Pepper Ranch Preserve Land Management Plan /'"N Barred Owl Strix varia Belted Kingfisher Megaceryle alcyon Black Vulture Coragyps atratus Blue-_ . Gnatcatcher Polio itula caerulea Table 5:Faunal Species Observed at Pepper Ranch Preserve(continued) Common Name Scientific Name Protection Status Blue Jay Cyanocitta cristata Brown Thrasher Toxostoma rufum Carolina Wren Thryothorus ludovicianus Cattle Egret Bubulcus ibis Common Bobwhite Colinus virginianus Common Grackle Quiscalus quiscula Common Moorhen Gallinula chloropus Downy Woodpecker Picoides pubescens Eastern Meadowlark Stumella magna Florida Sandhill Crane Grus canadensis pratensis T(FWC) Black-Bellied Whistling Duck Dendrocygna autumnalis Gray Catbird Dumetella carolinensis Great Blue Heron Ardea herodias Great Crested Flycatcher Myiarchus crinitus Great Egret Ardea alba Green Heron Butorides virescens Limpkin Aramus guarauna Little Blue Heron Egretta caerulea T(FWC) Loggerhead Shrike Lanius ludovicianus Mourning Dove Zenaida macroura Northern Cardinal Cardinalis cardinalis Northern Mockingbird Mimus polyglottos Northern Parula Parula americana Osprey Pandion haliaetus Pileated Woodpecker Dryocopus pileatus Pine Warbler Dendroica pinus Red-bellied Woodpecker Melanerpes carolinus Red-shouldered Hawk Buteo lineatus Red-winged Blackbird Agelaius phoeniceus Roseate Spoonbill Ajaia ajaja T(FWC) Snowy Egret Egretta thula Swallow-tailed Kite Elanoides forficatus Tree Swallow Tachycineta bicolor Tricolored Heron Egretta tricolor T(FWC) Turkey Vulture Cathartes aura Conservation Collier Program 35 CA ; x• 1613 6 Pepper Ranch Preserve Land Management Plan White-eyed Vireo Vireo griseus White Ibis Eudocimus albus Wild Turkey Meleagris gallopavo Wood Stork Mycteria americana T(FWC),T(USFWS) Yellow-crowned Night-Heron Nyctanassa violacea Yellow-rum•ed Warbler Dendroica coronata Table 5: Faunal Species Observed at Pepper Ranch Preserve(continued) Common Name Scientific Name Protection Status Armadillo Dasypus novemcinctus Big Cypress Fox Squirrel Sciurus niger avicennia T(FWC)—not observed by staff Bobcat Lynx rufus Coyote Canis latrans Eastern Cottontail Rabbit Sylvilagus floridanus Feral Hog* Sus scrofa Florida Black Bear Ursus americanus floridanus Florida Panther Puma concolor coryi E(FWC);E(USFWS) Grey fox Urocyon cinereoargenteus Grey Squirrel Sciurus carolinensis Opossum Didelphis virginiana Raccoon Procyon lotor River otter Lontra canadensis Round-tailed Muskrat Neofiber alleni White-tailed Deer Odocoileus vir:inianus American Alligator Alligator mississippiensis T(FWC);T(USFWS)1 Black Racer Coluber constrictor priapus Brown Anole* Anolis sagrei Brown watersnake Nerodia taxispilota Coral Snake Micrurusfulvius Cottonmouth Agkistrodon piscivorus Diamondback Rattlesnake Crotalus adamanteus Florida Box Turtle Terrapene carolina bauri Florida Softshell Apalone ferox Gopher Tortoise Gopherus polyphemus T(FWC) Green Anole Anolis carolinensis Pigmy Rattlesnake Sistrurus miliarius Snapping Turtle Chelydra serpentina Three-striped Mud Turtle Kinosternon bauri Yellow Rat Snake Ela ihe obsoleta,uadrivittata Barking Tree Frog Hyla gratiosa Conservation Collier Program 36 U 1 60 6 Pepper Ranch Preserve Land Management Plan Cane Toad* Rhinella marina Cuban Tree Frog* Osteopilus septentrionalis Eastern Narrow-mouthed Toad Gastrophryne carolinensis Greenhouse Frog* Eleutherodactylus planirostris Southern Toad Anaxyrus terrestris Green Treefrog Hyla cinerea Little Grass Frog Pseudacris ocularis Oak Toad Anaxyrus quercicus Pig Frog Lithobates grylio Pine Woods Treefrog Hyla femoralis Southern Cricket Frog Acris gryllus Southern Leopard Frog Lithobates sphenocephalus Squirrel Treefrog Hyla squirella List of Abbreviations: FWC=Florida Fish and Wildlife Conservation Commission USFWS =United States Fish and Wildlife Service E=Endangered T=Threatened *- Invasive Exotic Species The Florida Breeding Bird Atlas (FWC 2003) lists 49 avian species that have been recorded as confirmed,probable, or possible breeding in the vicinity of the site(Table 6). The Breeding Bird Atlas documents breeding distributions of all bird species in Florida between 1986 and 1991. Due to the size and diversity of natural communities found at Pepper Ranch Preserve, it is likely several of these species may breed at the preserve. Pepper Ranch Preserve is adjacent to the 5,000 acre Corkscrew Marsh, a freshwater wetland system home to the most historically productive wood stork nesting colony in the nation. The wetland components of Pepper Ranch Preserve provide vital foraging habitat for nesting woodstorks and successfully fledged chicks who utilize the preserve throughout the nesting season and beyond. In addition to contributing to wood stork nesting success in the area, Pepper Ranch Preserve is a priority nesting area for migratory swallow-tailed kites who utilize the property from February-August. In cooperation with FWC CREW WEA biologists, Conservation Collier staff conduct nest search and nest monitoring surveys of swallow-tailed kites on the preserve from February-June. FWC CREW biologists monitored 3 nests on the ranch during the 2016 nesting season, 6 nests in 2017, and 15 nests in 2018 in cooperation with Conservation Collier staff Pepper Ranch Preserve wetland habitats provide nesting habitat to the Florida sandhill cranes, a species designated as state-threatened by FWC. In the spring of 2018, 5 nesting pairs were noted utilizing the property's freshwater marsh habitats to nest and feed their young. Other wildlife species that have not yet been recorded undoubtedly occur at the Pepper Ranch Preserve. Pepper Ranch is a keystone portion of the Corkscrew Regional Ecosystem Watershed and provides vital r N Conservation Collier Program 37 l ,.,•t ,„, ., 1 6 0 6 Pepper Ranch Preserve Land Management Plan connectivity and dispersal corridors for wildlife traveling between CREW, Corkscrew,Camp Keis,Panther Refuge,and Big Cypress. Table 6: Breeding Bird Species Recorded in the Corkscrew and Immokalee Quadrangles Encompassing the Pepper Ranch Preserve Common Name Scientific Name Common Name Scientific Name Green Heron Butorides virescens Red-cockaded Woodpecker Picoides borealis Yellow-crowned Nyctanassa violacea Northern Flicker Colaptes auratus Night-Heron Wood Duck Aix sponsa Pileated Woodpecker Dryocopus pileatus Mottled Duck Anas fulvigula Great Crested Flycatcher Myiarchus crinitus Swallow-tailed Kite Elanoidesforficatus Loggerhead Shrike Lanius ludovicianus Red-shouldered Hawk Buteo lineatus White-eyed Vireo Vireo griseus Northern Bobwhite Colinus virginianus Blue Jay Cyanocitta cristata King Rail Rallus elegans Fish Crow Corvus ossifragus Common Moorhen Gallinula chloropus Purple Martin Progne subis Limpkin Aramus guarauna Northern Rough-winged Stelgidopteryx serripennis Swallow Killdeer Charadrius vociferus Tufted Titmouse Baeolophis bicolor Mourning Dove Zenaida macroura Carolina Wren Thryothorus ludovicianus Common Ground-Dove Columbina passerina Blue-gray Gnatcatcher Polioptilia caerulea *Rose-ringed Parakeet Psittacula krameri Northern Mockingbird Mimus polyglottos Yellow-billed Cuckoo Coccyzus americanus Brown Thrasher Toxostoma rufum Barn Owl Tyto alba Northern Parula Parula americana Eastern Screech-Owl Megascops asio Pine Warbler Dendroica pinus .,-1 Great Horned Owl Bubo virginianus Prairie Warbler Dendroica discolor Barred Owl Strix varia Common Yellowthroat Geothlypis trichas Common Nighthawk Chordeiles minor Eastern Towhee Pipilo erythrophthalmus Chuck-will's-widow Caprimulgus carolinensis Northern Cardinal Cardinalis cardinalis Red-headed Melanerpes Red-winged Blackbird Agelaius phoeniceus Woodpecker erythrocephalus Red-bellied Melanerpes carolinus Eastern Meadowlark Stumella magna Woodpecker Downy Woodpecker Picoides pubescens Common Grackle Quiscalus quiscula *=non-native species Boat-tailed Grackle Quiscalus major 2.5 Listed Species Official lists of rare and endangered species are produced at the federal level by the USFWS and the National Marine Fisheries Service (NMFS) and at the State level by the Florida Fish and Wildlife Conservation Commission (FWC) and the Florida Department of Agriculture and Consumer Services (FDACS). FNAI produces a list of rare and endangered species, and maintains a database of occurrences of these species in Florida. The Institute for Regional Conservation (IRC) also ranks native plant species by conservation status in the 10-county area of South Florida. The following subsections (2.5.1 and 2.5.2) discuss the listed, rare and protected plant and animal species found within the Pepper Ranch Preserve in detail Conservation Collier Program 38 C 16D 6 Pepper Ranch Preserve Land Management Plan 2.5.1 Listed Plant Species The Florida State Statute titled "Preservation of Native Flora of Florida" (Statute 581.185)provides the following definitions: • Endangered plants mean species of plants native to the state that are in imminent danger of extinction within the state, the survival of which is unlikely if the causes of a decline in the number of plants continue, and includes all species determined to be endangered or threatened pursuant to the federal Endangered Species Act of 1973, as amended,Pub. L. No. 93-205 (87 Stat. 884). • Threatened plants mean species native to the state that are in rapid decline in the number of plants within the state, but which have not so decreased in such number as to cause them to be endangered. • Commercially exploited plants mean species native to the state, which are subject to being removed in significant numbers from native habitats in the state and sold or transported for sale. There are fourteen (14) plant species at Pepper Ranch Preserve that are listed by the FDACS, three(3) as endangered, eight(8) as threatened, and 3 as commercially exploited (Table 7). One species, Tillandsia x smalliana is listed in Table 7 because it is a hybrid between two endangered species but is not itself listed by the FDACS. A brief description of the species listed in Table 7 and their status is included in the following paragraphs. /'\ Two (2) additional plant species found at Pepper Ranch Preserve are designated as critically imperiled in South Florida (SF1) by the Institute for Regional Conservation (IRC). IRC is a not-for-profit organization dedicated to the protection, restoration, and long-term management of biodiversity on a regional basis, and to the prevention of regional extinctions of rare plants, animals, and natural communities. This designation refers to the extreme rarity(five or fewer occurrences, or fewer than 1,000 individuals) of a species, or its extreme vulnerability to extinction due to some natural or human factor. Conservation Collier Program 39 Cc. 1 6 Pepper Ranch Preserve Land Management Plan Table 7: Listed Plant Species Detected at the Pepper Ranch Preserve Common Name Scientific Name Status Cardinal airplant Tillandsia fasciculata var.densispica 1- Giant Giant airplant Tillandsia utriculata E Meadow jointvetch Aeschynomene pratensis E Catesby's Lily Lilium catesbaei T Everglades palm Acoelorraphe wrightii T Leatherleaf airplant Tillandsia variabilis T Long strap fern Campyloneurum phyllitidis T Needleroot airplant orchid Harrisella porrecta T Northern needleleaf Tillandsia balbisiana T Simpson's stopper Myrcianthesfragrans T Twisted airplant Tillandsia flexuosa T Florida butterfly orchid Encyclia tampensis CE Royal fern Osmunda regalis var.spectabilis CE Cinnamon fern Osmunda cinnamomea CE Oak mistletoe Phoradendron leucarpum SF1 Quillwort arrowhead Sagittaria isoetiformis SF1 Reddish wild pine(native hybrid) Tillandsia x smalliana E:Endangered,T:Threatened,CE:Commercially Exploited SF1: Critically imperiled in South Florida(as designated by IRC) Five (5) of the fourteen listed plant species found on the Pepper Ranch Preserve are classified as bromeliads. Bromeliads are members of the pineapple family (Bromeliaceae). While some of these species may be found growing terrestrially, most native bromeliads found in Florida are found growing attached to tree trunks and branches and may therefore be referred to as epiphytes (a plant that lives upon other plants; from Greek "epi" = upon "phyte" = plant). The leaves and/or roots of these airplants (depending on the species) absorb the water and nutrients they need from the air and from the rain that falls through the canopy of the tree on which they are found. Since epiphytes use their roots only to anchor themselves to another plant, they are considered non-parasitic. Even though the 5 listed bromeliad species found on the Pepper Ranch Preserve are fairly common in the state, they are listed due to illegal collecting and the destruction of the habitats in which they are found. Additionally, infestation by the introduced Mexican bromeliad weevil (Metamasius callizona) has been implicated in the decline of many airplant populations around the state. Currently, there are no control measures in place for the Mexican bromeliad weevil however, close research and monitoring is taking place. Cardinal Airplant (Tillandsia fasciculata), is also known as common wild pine and stiff-leaved wild pine. T. fasciculata is listed as an endangered plant by the State of Florida and has been recorded in 24 counties throughout Florida (Wunderlin & Hansen 2008). This epiphyte was frequently found in South Florida before the introduction of the Mexican bromeliad weevil. Today, it may be found in hammocks, cypress swamps and pinelands. Conservation Collier Program 40 } R � 160 Pepper Ranch Preserve Land Management Plan Like most of the other bromeliads in Florida, this species is often referred to as a "tank" bromeliad because the leaf axils and central stems form a "tank" or reservoir at the base of the plant. These reservoirs capture and hold water, dead and decaying plant matter (leaves, seeds, twigs, etc.), and dead and drowning non-aquatic insects; these trapped items provide nutrients for the plant(Larson et al. 2006). Giant airplant (Tillandsia utriculata) also known as the giant wild pine, is the largest epiphyte and is relatively common in hammocks and swamps in South Florida. It can reach 12-30 inches in height and its flower spike may be more than six feet in height. It is also listed by the State of Florida as endangered. Meadow jointvetch (Aeschynomene pratensis), is endemic to Florida, meaning it occurs nowhere else in the world. It is a State endangered species that has been recorded in only four(4) southern Florida counties (Wunderlin and Hansen 2008). Reddish wild pine(Tillandsia x smalliana), is a hybrid orchid derived from the crossing of two State endangered native orchids T. balbisiana and T.fasciculata var. densispica; it is not itself listed by FDACS. This species has been recorded in only seven (7) southern Florida counties (Wunderlin and Hansen 2008). Catesby's Lily (Lilium catesbaei) is an herb endemic to the U.S. southeastern coastal plain and is listed as a threatened species in the State of Florida. It is found nearly n throughout Florida and has been recorded in 50 counties (Wunderlin and Hansen 2008). In Collier County, it has only been recorded at Wet Woods Preserve, Railhead Scrub Preserve, Big Cypress National Preserve, Collier Seminole State Park, Florida Panther National Wildlife Refuge, Picayune Strand State Forest, and Pepper Ranch Preserve. Johnson Engineering found it on the preserve on October 8, 2009 in the mesic flatwoods located in the southeastern portion of management unit 8 (see management unit map in Appendix 5). Everglades palm (Acoelorraphe wrightii) is a State threatened species that has been recorded in only three (3) southern Florida counties (Wunderlin and Hansen 2008). This salt-tolerant palm is at the northern limit of its range in southern Florida. It was once common here but many plants were taken for the nursery trade (Bush and Morton 1969). Leatherleaf airplant (Tillandsia variabilis) is a State threatened species that has been recorded in ten(10) southern Florida counties (Wunderlin and Hansen 2008). Like other airplants described in this plan, leatherleaf airplant is typically found in hammocks and cypress swamps. Long strap fern (Campyloneurum phyllitidis) is a State threatened species that is epiphytic in hammocks and swamps and can sometimes grow on rocks or on walls in limestone sinkholes where it is reduced in size(eflora—flora of NA). Needleroot airplant orchid (Harrisella porrecta) is widespread in the central and southern counties of Florida and is considered a threatened species. This airplant's /"\ Conservation Collier Program 41 C 160 6 Pepper Ranch Preserve Land Management Plan flowering period is between August and November. Other common names are the jingle bell orchid or the leafless orchid(Brown 2002). Northern needleleaf (Tillandsia balbisiana) also known as reflexed wild pine, is an epiphytic, "tank" bromeliad and is listed as a threatened plant by the State of Florida. Wunderlin and Hansen reported this species in 22 counties throughout Florida as of 2008 (Wunderlin and Hansen 2008). Reflexed wild pine is an occasional species in South Florida and is usually found in scrub, pinelands, strand swamps, hammocks, mangrove swamps and on shell ridges/mounds. Simpson's stopper (Myrcianthes fragran) is a State threatened species found in hammocks. The red flaking bark of this tree can confuse its identification with the invasive exotic guava(Psidium guajava). Twisted airplant (Tillandsia flexuosa), a State threatened species, is less common in Florida than the other Tillandsia species listed in this plan,but still frequent, especially in coastal ecosystems. It has been recorded in ten (10) southern Florida counties (Wunderlin and Hansen 2008). Florida butterfly orchid (Encyclia tampensis) is locally abundant in central and southern counties of Florida; it is commercially exploited. They grow on a wide variety of trees including live oak, red maple, bald cypress (Taxodium distichum), pop ash and pond apple. They normally flower in June or July but may also flower at other times of the year(Brown 2002). Royal fern (Osmunda regalis var. spectabilis) is not in danger of being extirpated in Florida because of habitat loss, habitat fragmentation or attack by an exotic, invasive pest, but because of commercial exploitation. According to Nelson (2000), the fibers from the stem of royal fern have been used as a growing medium to grow orchids as well as to make ropes and nets. Additionally, this species is believed to have medicinal benefits; other parts of the plant may have been used to treat wounds and broken bones, relieve sprains and to help alleviate coughs and diarrhea. In Florida, this species is found in hydric areas such as wet flatwoods, cypress swamps, floodplains, stream banks and bogs. Cinnamon fern (Osmunda cinnamomea) is widespread in swamps, wet woods and wet meadows throughout North and South America (Cobb et al. 2005). Its status as Commercially Exploited as listed by the FDACS makes it illegal to collect it in the wild but it is commercially available for native landscaping. Oak mistletoe(Phoradendron leucarpum) Oak mistletoe is a parasitic evergreen subshrub and despite its name it can be found growing on other broadleaf trees such as red maple (Acre rubrum). This plant is not listed by the State of Florida but has been recognized by IRC as a critically imperiled species for South Florida. This is a temperate species at the southern end of its range, and it is possible it has always been uncommon in South Florida(Gann et al.2002). Conservation Collier Program 42 t 160 6 Pepper Ranch Preserve Land Management Plan Quillwort arrowhead (Sagittaria isoetiformis) This plant is not listed by the State of Florida but has been recognized by IRC as a critically imperiled species for South Florida. As with oak mistletoe,this is also a temperate species at the southern end of its range, and it is possible it has always been uncommon in South Florida(Gann et al.2002). 2.5.2 Listed Animal Species Table 5 in section 2.4.2 indicates which of the wildlife species documented for Pepper Ranch Preserve are protected by the USFWS (2009) and FWC (2009). Listed wildlife species that have been observed at Pepper Ranch Preserve to date include: Audubon's Crested Caracara, Bald Eagle, Florida Sandhill Crane, Limpkin, Little Blue Heron, Roseate Spoonbill,Tricolored Heron, Snowy Egret, White Ibis,Wood Stork, Big Cypress Fox Squirrel, Florida Black Bear, Florida Panther, American Alligator and Gopher Tortoise. The following is a brief description of the conservation status for those species occurring at the preserve that are currently listed as threatened or endangered by the State or federal government. Audubon's Crested Caracara (Polyborus plancus audubonii) This State and federally threatened species nests predominately in cabbage palms where it will lay 2-3 eggs in late winter. Agricultural development for improved pastures and citrus groves, as well as indiscriminant killing has contributed to the caracara's decline in Florida. It was officially listed on the federal list of threatened species in August 1987 (Kale and Maehr 1990). Southern Bald Eagle (Haliaeetus leucocephalus leucocephalus) On June 29, 2007, the bald eagle was officially delisted and removed from the federal Endangered Species List in the lower 48 states. However, according to the USFWS Division of Migratory Bird Management, this bird of prey will continue to be protected by the Bald and Golden Eagle Protection Act, the Lacey Act and the Migratory Bird Treaty Act. Florida Sandhill Crane(Grus canadensis pratensis) Sandhill cranes occur in pastures, open prairies and freshwater wetlands in peninsular Florida from the Everglades to the Okefenokee Swamp. They build large nests in thick patches of vegetation in freshwater wetlands where they will typically lay two eggs. Nesting lasts from January through June (Kale and Maehr 1990). They are listed as a threatened species in the State of Florida. Wood Stork(Mycteria americana) This bird species was firstsighted on the preserve by staff in 2008, and on multiple occasions since then, is listed as endangered by both FWC and USFWS. Also known as the wood ibis or flint head,this species is one of the largest wading birds found in Florida and the only stork in the United States. The wood stork is a tactile feeder and may be found in fresh, brackish, and saltwater ecosystems. Because of its dependence on naturally functioning hydrologic systems, the National Audubon Society refers to this Conservation Collier Program 43 1613 b Pepper Ranch Preserve Land Management Plan wading bird as the "barometer of the Everglades". For this reason, the wood stork is an excellent environmental indicator of wetland health(Mazziotti 2002). Big Cypress Fox Squirrel (Sciurus niger avicennia) Also known as the mangrove fox squirrel, the FWC lists Big Cypress Fox Squirrel as threatened in Florida. This species was first observed at Pepper Ranch Preserve by Wilson Miller in 2005 during a listed species survey however, none have been observed by staff since acquisition in 2009. While the species is widespread in eastern and central North America, the subspecies is endemic to southwestern Florida — specifically in the Immokalee Rise, Big Cypress Swamp, and Devil's Garden area in Collier County. Some areas of this range have become vacated, while many other suitable areas are being altered or becoming isolated through development. The subspecies uses most types of forest occurring in its range. However, dense interiors of mixed cypress-hardwood strands seem to be avoided by Big Cypress fox squirrels due to dense populations of gray squirrels (Sciurus carolinensis) occupying these areas. Big Cypress fox squirrels have been reported in cypress swamp,pine flatwoods, tropical hammock,hardwood hammock, mangrove swamp, and suburban habitats including golf courses and residential areas in native vegetation. Big Cypress fox squirrel densities appear to be quite low, and on this basis the subspecies can be considered inherently rare(Humphrey&Jodice 1992). Florida Black Bear (Ursus americanus floridanus) The Florida black bear is a subspecies of the black bear found throughout North America. Black bears have been observed on several occasions at Pepper Ranch Preserve, on neighboring properties and on Pepper Road, by staff and neighbors. Because of its large home range and low population density the black bear is particularly vulnerable to habitat loss. Even though their population is affected by illegal killing and road kills,habitat loss is the major cause of concern(Humphrey 1992). Florida Panther(Puma concolor corgi) This large cat is a year-round resident of undeveloped lands in South Florida including the Pepper Ranch Preserve. It is listed as endangered by both FWC and USFWS. Panthers prefer hardwood hammocks and pine forests with numerous saw palmettos for resting, raising kittens, and stalking prey. Panthers are losing their habitat in South Florida and males require a large range. Increased development and traffic are another reason why this species is listed as endangered. Telemetry data from FWC demonstrates Florida panther frequently use the adjacent CREW lands and have used the Pepper Ranch Preserve on a few occasions (current Florida panther telemetry data obtained from FWC staff by Johnson Engineering, Inc. on 09/28/09). In their third revision to the Florida Panther Recovery Plan the USFWS (2008) states that there are three priority zones identified as important for panther habitat conservation: (1) Primary Zone — lands essential to the long-term viability and persistence of the panther in the wild; (2) Secondary Zone - lands contiguous with the Primary Zone, currently used by few panthers, but which could accommodate expansion of the panther population south of the Caloosahatchee River; and (3) Dispersal Zone - the area which may facilitate future panther expansion north of the Caloosahatchee River. The Pepper Ranch Preserve is entirely within the Primary Zone for the Florida panther. Wildlife cameras have been installed throughout the preserve and have taken hundreds of photos of panther on the ,..� Conservation Collier Program 44 i..‘ ,„ 160 6 Pepper Ranch Preserve Land Management Plan preserve since 2010. In 2016 and 2018, panther kittens photos were captured on the cameras. IrrA te. • Panther kitten photo taken on boardwalk in December 2016 Panther photo taken by wildlife camera on the preserve in January 2016 American Alligator (Alligator mississippiensis) The American alligator is listed as threatened by FWC and USFWS for its similarity in appearance with the endangered American Crocodile. Alligators are seen throughout the preserve on a regular basis and they are quite numerous in Lake Trafford that borders the Preserve to the south. Gopher Tortoise(Gopherus polyphemus) '#••••'N This medium-sized, native land turtle is listed by the State as a threatened species. Gopher tortoises are typically found in dry, upland habitats including scrub, xeric oak hammock, sandhills and dry pine flatwoods. Burrows are created for protection from weather, fire, and predators; they also provide refugia for more than 300 other species of animals. Active burrows may exist in the pine flatwoods communities at Pepper Ranch Preserve. 2.6 Invasive,Non-native and Problem Species In an ecological context, an invasive species is one that is aggressive in growth and expansion of range and tends to dominate others; its establishment and dominance can cause widespread harm to an ecological system by altering a plant community's species composition, susceptibility to fire and hydrology. Non-indigenous species (i.e., non- native or exotic species) are those that have been introduced purposefully or accidentally to an area outside their normal range. The characteristics of some of these species (high rate of growth/reproduction, no natural predators, easily dispersed, able to out-compete native species) make them invasive. Some indigenous species (a species whose natural range included Florida at the time of European contact circa 1500 AD or a species that has naturally expanded or changed its range to include Florida) may also become invasive. Invasions by native and non-native species often follow an alteration to ecosystem function, disruption of the food web, large-scale fragmentation of an ecosystem and/or disturbance (e.g., clearing, fire, drought, etc.) of an area. While some native species may become invasive, the establishment and dominance of non-native species is of particular concern. The exotic plant and animal species documented within /"'\ Conservation Collier Program 45 160 6 Pepper Ranch Preserve Land Management Plan the preserve and those that have a potential to occur within the preserve are discussed in the following sections. 2.6.1 Invasive and Problem Plant Species FLEPPC maintains a list of exotic plants that have been documented to (1) have adverse effects on Florida's biodiversity and plant communities, (2) cause habitat loss due to infestations and(3) impact endangered species via habitat loss and alteration. To date, 82 non-indigenous or non-native plant species have been detected within Pepper Ranch Preserve (Table 8), accounting for 20% of the plant species recorded there. Of the 82 exotic species, 32 are listed by FLEPPC (23 Category I and nine Category II). FLEPPC defines Category I plants as those that alter native plant communities by displacing native species, change community structures or ecological functions, or hybridize with natives. Category II plants have increased in abundance or frequency but have not yet altered Florida plant communities to the extent shown by Category I species. These definitions do not rely on the economic severity or geographic range of the problem, but rather on the documented ecological damage caused by these plants (FLEPPC 2009). Table 8: Non-Indigenous and Invasive Plant Species at Pepper Ranch Preserve Scientific Name Common Names FLEPPC Category Abrus precatorius ROSARY PEA;BLACKEYED SUSAN I Ageratum conyzoides TROPICAL WHITEWEED Albizia lebbeck WOMAN'S TONGUE I Alternanthera philoxeroides ALLIGATOR WEED II Alysicarpus ovalifolius FALSE MONEYWORT;ALYCE CLOVER Alysicarpus vaginalis WHITE MONEYWORT Amaranthus spinosus SPINY AMARANTH Asclepias curassavica SCARLET MILKWEED Blechum pyramidatum BROWNE'S BLECHUM II GRAY SHEOAK;SUCKERING AUSTRALIAN- Casuarina glauca PINE I SOUR ORANGE;GRAPEFRUIT;SWEET Citrus x aurantium ORANGE Citrus x jambhiri ROUGH LEMON Commelina diffusa COMMON DAYFLOWER Crotalaria pallida var.obovata SMOOTH RATTLEBOX Cuphea carthagenensis COLOMBIAN WAXWEED Cynodon dactylon BERMUDAGRASS Cyperus rotundus NUTGRASS Desmodium triflorum THREEFLOWER TICK-TREFOIL Eichhornia crassipes COMMON WATER-HYACINTH _ I Eleusine indica INDIAN GOOSEGRASS Emilia fosbergii FLORIDA TASSELFLOWER Eragrostis atrovirens THALIA LOVEGRASS Eragrostis ciliaris GOPHERTAIL LOVEGRASS Eugenia unit lora SURINAM CHERRY I Eulophia graminea (no common name) Ficus microcarpa INDIAN LAUREL I Hedychium coronarium BUTTERFLY GINGER Hemarthria altissima LIMPOGRASS II Conservation Collier Program 46 41) � ..� f 161J 6 Pepper Ranch Preserve Land Management Plan Hydrilla verticillata WATERTHYME,HYDRILLA I Hymenachne amplexicaulis TROMPETILLA,WEST INDIAN MARSH GRASS I Hyptis verticillata JOHN CHARLES Imperata cylindrical COGONGRASS I Indigofera hirsute HAIRY INDIGO Kigelia pinnata SAUSAGE TREE Lantana camara LANTANA,SHRUBVERBENA I Leucaena leucocephala WHITE LEADTREE II Ludwigia peruviana PERUVIAN PRIMROSEWILLOW I Lygodium microphyllum SMALL-LEAF CLIMBING FERN I Macroptilium lathyroides WILD BUSHBEAN Mangifera indica MANGO Medicago lupulina BLACK MEDIC Melaleuca quinquenervia PUNKTREE I Melinis repens ROSE NATALGRASS I Momordica charantia BALSAMPEAR II Murdannia nudiflora NAKEDSTEM DEWFLOWER Murdannia spirata var. parvora ASIATIC DEWFLOWER Scientific Name Common Names FLEPPC Category Nephrolepis multiflora ASIAN SWORD FERN ,"1 Oldenlandia corymbosa FLATTOP MILLE GRAINES Panicum maximum GUINEAGRASS II Panicum repens TORPEDO GRASS I Paspalum notatum BAHIAGRASS Paspalum urvillei VASEYGRASS Pennisetum polystachion WEST INDIAN PENNISETUM;MISSIONGRASS II Phoenix roebellini PYGMY DATE PALM Pistia stratiotes WATER-LETTUCE I Pouzolzia zeylanica POUZOLZ'S BUSH Pseudelephantopus spicatus DOGS-TONGUE Pseudogynox chenopodioides MEXICAN FLAMEVINE Psidium cattleianum STRAWBERRY GUAVA I Psidium guajava GUAVA I Pteris vittata CHINESE LADDER BRAKE II Richardia grandiflora LARGEFLOWER MEXICAN CLOVER Sacciolepis indica INDIAN CUPSCALE Salvinia minima WATER SPANGLES Schinus terebinthifolia BRAZILIAN PEPPER I Senna alata CANDLESTICK PLANT Senna obtusifolia COFFEEWEED;SICKLEPOD Senna pendula var.glabrata VALAMUERTO I Solanum diphyllum TWOLEAF NIGHTSHADE II Solanum viarum TROPICAL SODA APPLE I Spermacoce verticillata SHRUBBY FALSE BUTTONWEED Sphagneticola trilobata CREEPING OXEYE,WEDELIA II Sporobolus indicus var. pyramidalis WEST INDIAN DROPSEED,SMUTGRASS I Syzygium cumini JAVA PLUM I DOWNY MAIDEN FERN;DOWNY SHIELD Thelypteris dentate FERN "."N Thunbergia grandiflora SKYVINE Conservation Collier Program 47 0 16D 6 Pepper Ranch Preserve Land Management Plan Tradescantia zebrine WANDERING-JEW;INCHPLANT Trifolium repens WHITE CLOVER Triumfetta semitriloba SACRAMENTO BURRBARK Urena lobata CAESARWEED I Urochloa distachya TROPICAL SIGNALGRASS Verbena brasiliensis BRAZILIAN VERVAIN As of the February 2009 acquisition of the Pepper Ranch Preserve by the Conservation Collier program, the most problematic non-indigenous or exotic, invasive plant species were torpedo grass, Brazilian pepper and cogon grass. To date, exotic plant treatments have taken place on approximately 1,750 acres of the preserve, the remainder of the preserve is open wetland and pasture. The control/removal of invasive, exotic species is discussed in detail in section 4 of this document. 2.6.2 Invasive and Other Potential Problem Animal Species Although Florida does not have an official exotic, invasive animal species list, at least 400 exotic fish and wildlife animal species have been reported in Florida, and approximately 125 species are established. Two non-indigenous, invasive animal species have been documented on the preserve: the brown anole (Anolis sagrei), the feral pig (Sus scrofa), and the cane toad has been heard calling near Lake Trafford (Rinella marina). One potentially problematic species is the coyote (Canus latrans). Based on the natural communities found within the preserve, proximity to residential areas and geographic location, several more species (native and non-native) have the potential to impact Pepper Ranch Preserve to varying degrees and may yet be observed on site during future visits and wildlife surveys. Brief descriptions of documented, invasive, or potentially problematic species are provided in the following paragraphs. Brown Anole(Anolis sagrei): documented within the Pepper Ranch Preserve Also known as the Cuban anole, the brown anole is native to Cuba, the Bahamas, and neighboring islands (Schwartz & Henderson 1991). Like other anoles from the islands, this species is a small, tropical, diurnal, arboreal, territorial, and insectivorous lizard (Campbell 2001). The brown anole was first documented in the Florida Keys in the late 1800s (Lee 1985) and has since spread throughout Florida, into Georgia and into two other southeastern states (Campbell 1996). It feeds on a wide variety of insects, amphipods, and isopods. Brown anoles also prey on other small vertebrates including the hatchlings of the native green anole (A. carolinensiis; Campbell 2000). Campbell (2000) showed that, in the absence of the exotic brown anoles, native green anoles occupy perches from ground to the canopy of vegetation. However, in the presence of the exotic anole, native anoles move higher in trees, occupying only the trunk and crown of trees. Dietary overlap is high between both species, but the overall affects of the brown anole on the green anole are still undetermined. Cane Toad (Rhinella marina): documented within the Pepper Ranch Preserve The cane toad is an invasive exotic species in south Florida. It is tropical species native to the Amazon basin in South America, and its range extends through Central America to extreme southern Texas along the Rio Grande River. They were used as a control agent Conservation Collier Program 48 60 1 6 0 6 Pepper Ranch Preserve Land Management Plan for insects that damage sugarcane and consequently, are one of the most introduced amphibian species in the world. In 1936, an attempt was made to introduce this species into Palm Beach County, FL. This attempt failed as did two subsequent efforts. Ironically, in 1955, an accidental release by an importer at the Miami International Airport in Miami-Dade County, FL proved successful. Many of this species' characteristics enable it to do well in south Florida. Beetles, bees, ants, winged termites, crickets and bugs are a large part of the diet of the adult marine toad. Additionally, they consume arthropods, mollusks, small vertebrates, plant matter, pet food, carrion, household scraps, marine snails, smaller toads and native frogs, small snakes, and even small mammals. Marine toads are prolific breeders and females can lay tens of thousands of eggs in a single breeding season. They prefer forested areas with semi permanent water nearby (Churchill 2003). The cane toad looks very similar to the native, southern toad, but there are some distinct differences. The most obvious difference is adult body size (length of body not counting the legs). Adult marine toads can reach lengths of 6 -9 inches while the native southern toads only reach a length of 3.6 inches. Like other true toads, both possess poisonous, parotid glands. The parotid glands of the cane toad are angled downward behind their head to their shoulders. The southern toad has a kidney- shaped parotid gland behind each eye positioned close to the spine. The southern toad also possesses cranial crests that start between the eyes and often end in big knobs. While the parotid glands of all toads contain bufotoxins (poisonous, milky fluids exuded as a defense mechanism), the chemicals released by the exotic, cane toad are much more harmful to wildlife, pets and people (Brandt & Mazziotti 2005). Adjoining residents of t.'N the preserve should be encouraged to keep pet food and water containers indoors or empty at night. Dogs are not allowed on the preserve unless they are service dogs. Owners of service dogs should be warned that they could be present. Feral pig (Sus scrofa): documented within the Pepper Ranch Preserve Hogs were first brought to Florida in the mid 1500's to provision settlements of early explorers. Their high rate of reproduction and their ability to adapt to Florida's natural areas has led them to populate every county in the state. Today, Florida is second only to Texas in its feral hog population(Giuliano &Tanner 2005a; 2005b). While feral pigs are able to survive in a variety of habitats, they prefer large forested areas interspersed with marshes, hammocks, ponds, and drainages; cover in the form of dense brush; and limited human disturbance (Giuliano &Tanner 2005b). Dense cover is used as bedding areas and provides protection from predators and hunters. Feral pigs are omnivorous, opportunistic feeders consuming grasses, forbs, and woody plant stems, roots, tubers, leaves, seeds, fruits, fungi and a variety of animals including worms, insects, crustaceans, mollusks, fish, small birds, mammals, reptiles, amphibians and carrion. Their propensity for digging for foods below the surface of the ground (rooting) destabilizes the soil surface, resulting in erosion and exotic plant establishment. Additionally, this behavior uproots or weakens native vegetation (Giuliano & Tanner 2005a; 2005b). Due to the natural communities that are found within the preserve, this species has the potential to thrive within the boundaries. As these animals are highly visible outside of natural plant communities, adjoining residents of the preserve may be useful in the early detection of this nuisance animal. Several large families of feral pigs have been observed on the preserve since its acquisition. The feral hog population on Pepper Ranch is managed t""\ through the Pepper Ranch Preserve Adult/Youth Hunt Program. Conservation Collier Program 49 0 i t+. 160 6 Pepper Ranch Preserve Land Management Plan Coyote(Canis latrans): documented within the Pepper Ranch Preserve Coyotes may have potential to become a problematic species. Coyotes were introduced in very small numbers to Florida during the 1920's for sport hunting with domestic dogs. This introduction did not lead to the establishment of coyote populations in Florida. Concurrently, these canids expanded their range eastward across the United States and Canada as a result of nonspecific needs in habitat and food, decreased competition from other predators, large litter sizes and anthropogenic changes to the landscape. Since many species naturally expand or change their home ranges in response to climate and resource availability. The coyote may be considered naturalized or native to Florida based on fossil records and natural range expansion (FWC 2007). This crepuscular(active mostly at dawn and dusk) species is elusive and may travel individually or in groups of two or three (Coates et al. 1998). Coyotes commonly enlarge burrows made by other animals such as armadillos or gopher tortoises to use as dens or use dense vegetation for cover. Coyotes will kill smaller predators (e.g., foxes, opossums, etc.) and will help control rodents, which can be beneficial to turkey, quail, ducks and other ground nesting birds. Because their food habits are diverse, coyotes are unlikely to significantly affect the population of any single species. Coyotes are not reported to interact with bobcats and do not appear to influence bobcat home range size. Coyotes may prove beneficial in controlling potential problem species such as feral cats and hogs (Thornton, Sunquist, and Main 2004). Coyotes may attack calves (FWC 1999-2010), however this is relatively uncommon in Florida. Conservation Collier Program 50 0 1606 Pepper Ranch Preserve Land Management Plan 3.0 Previous Conditions of the Preserve; Current Use of the Preserve and Adjacent Land Uses 3.1 Previous Land Uses of the Preserve The earliest aerial photographs obtained of the preserve were taken in 1940, 1953 and 1963 (Figures 8, 9, and 10). Digital images were downloaded from the U.S. Department of Interior USGS historic aerial photo web page(USDI 2004) and the Florida Department of State Aerial Photography of Florida web page (FDOS 2006) and georeferenced in ArcGIS 9, ArcMap Version 9.3. Aerial photographs (1975 — 2009) from the Collier County Property Appraiser web page were also reviewed. historic.Lelia!Photogr:rydr(1940) Sko ( 4 iF y} /� a SSR xv * r / gQ o14030 amo 0•11111010611181I LEGEND *wr.r w'rw. SCALE,t4MotFEET ;.. t *p, • Pepper Ranch rowels.. was Figure 8: 1940 Aerial View of Pepper Ranch Preserve Review of the historic aerial photographs revealed Lake Trafford Road and Pepper Road (both inside and along the edge of the preserve) existed in 1940. In 1940, the majority of the preserve was natural with the exception of one agricultural field in the southeast portion of the preserve in Section 26, Township 46 South, Range 28 East (identified as Folio Nos. 00052680009 and 00052640007 on the Collier County Property Appraiser web site) and one agricultural field in the northernmost central extent of the preserve in Section 22, Township 46 South, Range 28 East (identified as Folio No. 00052360002 on the Collier County Property Appraiser web site). Two areas cleared for homesteads appear on the 1940 aerial photograph in the southeastern extent of the preserve, one of which is the area surrounding the current caretaker house located at the main preserve entrance on the south side of Pepper Road. A trail from the homestead to Lake Trafford Conservation Collier Program 51 0 e.~ - ; 160 6 Pepper Ranch Preserve Land Management Plan is evident on the 1940 aerial photograph. The other homestead appears on the 1940 aerial photograph east of the current caretaker house near Pepper Road along the northeast boundary of Section 35. Historic Aerial Photograph(1953) t Y e ,a 0 CO I 1 1!OW LEGEND _"c°v°"'•",""""'"" SCALE IN FEET iPepper Ranch Figure 9: 1953 Aerial View of Pepper Ranch Preserve Between 1940 and 1953, no further development was evident in the preserve. Between 1953 and 1963, the majority of the site agricultural fields and associated ditches were created. Between 1963 and 1975, a crescent shaped agricultural field was added at the central western extent of the site agricultural fields. Between 1975 and 1980, the east- west portion of Trafford Oaks Road was constructed, dividing the marsh and forested wetlands through which it was constructed. 0Conservation Collier Program 52 160 6 Pepper Ranch Preserve Land Management Plan Historic Aerial Photograph(1963) ,. . .-_ .._ 7 f V r t�— t k 1 t, I . , ' —71-1— o I' al a 9GLE w FEET LEGEND 41.40110.100•16..we �rr..r+.rrwa., C, Pepper Ranch `�.n. arrawPmer e.near g= ..ir+ rM.... i"...\ Figure 10: 1963 Aerial View of Pepper Ranch Preserve Prior to 1995, the only additional development in the preserve included the construction of three oil fields adjacent to the hydric improved pasture at the central western extent of the preserve and the construction of two agricultural fields in the most eastern extent of the preserve (in the northeast corner of Section 35). Two of the three oil fields are currently active. The two agricultural fields have been fallow since approximately 2006 and are currently overgrown with shrubs (i.e. Brazilian pepper,wax myrtle, etc.). 3.2 Previous Land Uses of Adjoining Properties Based on review of the 1940 aerial photograph, the lands that adjoin the preserve were natural. In 1953, canals were excavated from Lake Trafford and agricultural fields were constructed around them. Natural plant communities were converted to agricultural fields on lands southeast of Lake Trafford and south of Lake Trafford Road east of the preserve. Adjoining lands west and southwest of the preserve, the majority of which are now part of the major wetland slough on CREW lands, remained undeveloped. By 1963, agricultural fields and residential properties (±2.5 or±5.0 acre properties north and south of Lake Trafford Road) were constructed to the east between the preserve and the town of Immokalee. By 1975, a large agricultural field was constructed northeast of the preserve. The wetland slough (currently on CREW lands) and natural communities immediately north and south of the preserve remained undeveloped. Between 1980 and P"'N 1985 Trafford Oaks Road was extended from its western terminus to the south. Estate- Conservation Collier Program 53 (,('AO 1606 Pepper Ranch Preserve Land Management Plan sized residential properties along the south extension of Trafford Oaks Road were developed with homes and borrow ponds. These properties adjoin the southwestern extent(Section 33) of the preserve. By 1985, agricultural development surrounding Lake Trafford had increased, however, the major wetland slough to the west and northwest of the Lake and the wetland slough south of the Lake remained undeveloped. Throughout the 1990s and early 2000s, residential development continued along Lake Trafford Road east of the preserve and agricultural uses remained on lands northeast of the preserve. In 1990, SFWMD purchased the lands that encompass the major wetland slough located west and northwest of the preserve. These lands are referred to as the Corkscrew Regional Ecosystem Watershed or CREW. Through its adjacency to CREW project lands, the preserve is connected to several thousands of acres of preserved land in southeast Lee County and Northwest Collier County, including diverse systems located in Corkscrew Swamp Sanctuary, Panther Island Mitigation Bank, other CREW lands, the Southwest Florida Regional Airport 7,000-acre mitigation site and Conservation Collier's ±367-acre Caracara Prairie Preserve. 3.3 Current Land Uses of the Preserve Currently, there is a cattle lease with Lake Trafford Ranch, LLLP and a mineral rights lease with Newport Oil on the Pepper Ranch Preserve (appendix 6). The current cattle lease started in May 2014 and encompasses 2,012.10 acres of the preserve. The lease is t"-N, for a five year period with option to renew for two additional terms of one year. It brings in revenue for the program each year. If the current cattle lease is not renewed, the County will publicize a request for proposal (RFP) to the public to ensure that the current lease is replaced, in order to ensure a fair process for bidding on cattle leases The oil drilling lease covers the two quarter sections in which the oil wells exist (southwest quarter of Section 28 and northwest quarter of Section 33, both in Township 46 South, Range 28 East). The rights reserve all minerals below 250 feet. In addition, staff will consider inviting beekeepers by publicizing a request for proposal (RFP) as a permitted use on the Preserve. Previously, Conservation Collier staff has held two public outreach events per year at the preserve. The initial outreach event was held on May 9, 2009. The guided hikes offered to the public during the initial outreach event were completely filled. The second public outreach event was held November 21, 2009. Over 300 people attended the event and participated in the guided hikes and van tours of the preserve as well as the historical presentation about Pepper Ranch. Since then staff has partnered with the Immokalee One-by-one foundation to hold an Earth Day Festival in 2016 and 2016. This event was a huge success and brought hundreds of people from the town of Immokalee to the preserve. As evident from the public outreach events, there is strong public interest in Pepper Ranch Preserve. The preserve will be open every Friday and non-hunt or holiday Saturdays and Sundays from November through the end of June. When open,. The public will also be allowed to Conservation Collier Program 54 16136 Pepper Ranch Preserve Land Management Plan obtain a daily permit that will allow them to gain access to all areas of the preserve that are open for public access. Public use of the preserve must be consistent with the preserve management goals and is discussed in section 4 of this document. 3.4 Current Land Uses of Adjoining Properties The Pepper Ranch Preserve is bordered on its west and northwest boundaries by the CREW project lands. These are lands purchased by the SFWMD under the Save our Rivers program. Adjacent to the west are CREW project lands known as the CREW Marsh; to the north are SFWMD lands, agricultural lands and orange groves; to the east are SFWMD and residential lands (town of Immokalee); and to the south are Lake Trafford, estate-sized residential properties (Trafford Oaks), and agricultural and undeveloped lands owned by Baron Collier Investments, Ltd. Directly south of CREW project lands and connected to them are private conservation lands owned by the National Audubon Society (Corkscrew Swamp), more conservation lands owned by the SFWMD (Bird Rookery Swamp) and various private mitigation lands, all together encompassing 60,000 acres, of which over 42,000 acres is currently held in conservation. The SFWMD makes certain capital improvements to its lands such as fencing, access roads/trails, and may provide basic public facilities on lands. Additionally, habitat management such as exotic plant species removal and prescribed burning may be conducted. Florida Statutes (F.S. 373.59) also require the SFWMD to develop appropriate public use. P"1 The organization most frequently associated with CREW project lands is the CREW Land and Water Trust, Inc. (CREW TR), a nonprofit environmental education organization established in 1989 to coordinate the land acquisition, land management, and public use in the 60,000-acre CREW project area. The CREW TR does not own the land but operates in partnership with the SFWMD. Approximately 180 acres of conservation land exists along the central eastern boundary of the Pepper Ranch Preserve. A 625-acre impoundment that serves as a dredge disposal site for nutrient-laden muck from the bottom of Lake Trafford is located east of the conservation land. The Lake Trafford hydraulic dredging restoration project is being conducted by SFWMD in cooperation with the Florida Department of Environmental Protection(FDEP) and through the cooperative efforts of various local organizations and state and federal agencies. Phase I of the restoration project, completed in 2006,removed over three million cubic yards of muck from the deeper portions of the lake. Phase II and III removed several million additional cubic yards of muck from the lake The project was completed in in November 2010. Eight sections of land owned by Turner Grove Citrus LTD Partnership located to the northeast of the ranch, and extending into Lee County, currently have citrus groves on them. /"\ Conservation Collier Program 55 160 6 Pepper Ranch Preserve Land Management Plan 3.5 Cultural,Historical and Archeological Resource Protection The Pepper Ranch Preserve is within an area of historical and archaeological probability. Before conducting any development near Lake Trafford, County staff ordered a Phase I Reconnaissance Cultural Resource Survey which was conducted in November 2010 by the Archaeological and Historical Conservancy, Inc. The survey was conducted in the area surrounding the lodge/visitor center. Prehistoric and historic archaeological sites were found and the lodge/visitor center building was deemed historical. Recovered cultural materials included artifacts and faunal bone. Prehistoric remains included three sand tempered pottery sherds. One test hole uncovered a prehistoric midden site that included a component of historic refuse. Additional historical and archaeological sites are most likely present on the property. Before conducting any additional development, the County will obtain Archaeological Surveys within the area(s) to be developed. When possible, the County will refrain from building in areas identified as potential archaeological sites. If development is unavoidable in areas identified as potential archaeological sites, the County will develop improvements under the guidance of an archaeologist. In addition, the County will notify the Division of Historical Resources immediately if further evidence is discovered to suggest any archaeological or historic resources are present in areas that were not identified in the Phase I. If such resources are identified on-site, a professional survey and assessment shall be instituted. The archaeologist shall prepare a report outlining results of the assessments and issue recommendations to County staff about management of any sites discovered, per provisions of the Land Development Code Section 2.2.25. This report shall be sent to the Division of Historical Resources. The County shall cooperate fully with direction from the Division of Historical Resources on the protection and management of archaeological and historical resources. The management of these resources will comply with the provisions of Chapter 267, F.S., specifically Sections 267.061 2 (a) and(b). The visitor center is now considered a historical structure in Collier County. This designation was granted by the County's Historical/Archeological Preservation Board. Retaining this structures and their designation as historical structures may provide benefits to Conservation Collier in terms of obtaining grant funds for restoration. Conservation Collier Program 56 1606 Pepper Ranch Preserve Land Management Plan e• '\ 3.6 Major Accomplishments since Acquisition Collier County purchased the Pepper Ranch Preserve in February of 2009. The table below lists the accomplishments since acquisition of the property. Table 9: Major Accomplishments During Previous Years Accomplishment Year(s) Exotic ve•etation treatment in North Stewardshi• Sendin:Area SSA) 50 acres) 2009 Cattle Vat Cleanu• 2009 Removal of Old Structures 2009 Creation of a New Trail by the Lodge 2009 Two Public Outreach Events 2009 First Youth Ho:Hunt Held 2010 Public Ho:and Small Game Hunts Be•an 2010 Ii••f•eN S•1•t•.'LJ•- . • • - . • • - . - b-!. 2009 4.0 Future Use of the Pepper Ranch Preserve including Management Issues, Goals and Objectives This section describes the main management issues, goals and objectives for the Pepper Ranch Preserve as well as the overall management framework. Central to the management of the Preserve is the mission of the Conservation Collier Program, and the goals and objectives set forth in this management plan. 4.1 Management Plan Framework Each property purchased by Conservation Collier shall have its own management plan. At the time the Pepper Ranch Preserve was purchased, the Conservation Collier Ordinance required that an "Interim" Management Plan be developed within 60 days of closing. Interim plans include basic items such as removal of invasive, exotic vegetation and trash, establishing site security, developing management partnerships and planning for public access. The interim plan for this site was officially approved in September 2009. The ordinance then requires a "Final" ten-year management plan be developed within two years. Subsequently, the property management plan must then be reviewed every five years. Final management plans, however, are considered living documents and can be updated at any time. Review of all management plans start in the Lands Evaluation and Management subcommittee and must be approved by both the CCLAAC and the Collier County BCC. 4.1.1 Preserve Manager: Contact Information The site manager for Pepper Ranch Preserve will be a designated Collier County Environmental Specialist who may be contacted through electronic mail: ConservationCollier@Colliergov.net. Conservation Collier Program 57 6 ri 9 111 • Pepper Ranch Preserve Land Management Plan 4.2 Planned Uses and Assessment of their Impacts While visitor attendance increases every year, public uses will be consistent with the primary goals of conservation, preservation, restoration and maintenance of the resource. Details of public uses for the Pepper Ranch Preserve and an assessment of their potential impacts are provided in the following sections. 4.2.1 Identification of Public Uses Consistent with Preservation,Enhancement, Restoration, Conservation and Maintenance of the Resources The Conservation Collier Ordinance 2002-63 constrains the use of this property to "primary objectives of managing and preserving natural resource values and providing appropriate natural resource-based recreational & educational opportunities." Natural resource-based recreation shall mean all forms of uses, which are consistent with the goals of this program, and are compatible with the specific parcel (Ord. No. 02-63, as amended§ 5, 12-3-02). Additionally, no dumping, use of unauthorized vehicles, or removal or destruction of natural or historical/archaeological resources will be permitted within the preserve. The goal is to allow limited, non-destructive public access to native plant communities and animal species. Currently, the preserve rules are those identified in Collier County Ordinance 76-48 (available from www.municode.com), as amended. The following are consistent uses for this particular site: hiking, nature photography, camping,horseback riding, bird watching and hunting.Inconsistent uses include off-road vehicle use (ORV), cell phone towers, shooting ranges, and the recreational use of drones. There is one lease and a number of easements existing on the Pepper Ranch Preserve, as identified below(see Figure 11): Lease: A cattle lease held by Lake Trafford Ranch LLP for Two Thousand Twelve point One (2,012.1) acres of property, as described in Appendix 6, for the sole purpose of cattle grazing and incidental activities that are directly related to beef cattle production for a term of three (5) years, commencing on May 27, 2014, with two 1 year renewal options, with payments, terms and provisions as set forth in Cattle Lease, attached as an Exhibit to the Pepper Ranch Purchase Agreement. This lease brings in revenue for the property management. Staff also obtained a range management study from Natural Resources Conservation Service (NRCS) to further direct cattle lease operations at Pepper Ranch Preserve. The current lease and every lease thereafter should abide by the best management practices outlined in the current NRCS range management plan for the property. Easements: • Access Easement entered into on February 6, 2009, with Lake Trafford Ranch LLP for a 30' wide strip of land running along the main interior ranch road, following an overall east to west directional track, and leading from the main ranch gate to the oil wells situated along the western side of the ranch. Recorded in O.R. Book 4425 and Page 3302, Public records of Collier County. The grantee is responsible for maintenance of this easement. Conservation Collier Program 58 0 160 6 Pepper Ranch Preserve Land Management Plan r1 • Access Easement entered into February 2,2009 by Lake Trafford Ranch LLP in favor of Baron Collier Investments (BCI), Ltd., a Florida Limited partnership, over a 15' wide strip of land running over the same main interior access road as the above easement but before arriving at the oil wells, turning south to facilitate access to a parcel adjoining the southern boundary of the Pepper Ranch Preserve. Access is granted solely for purposes of ingress and egress to serve specific activities on the BCI lands,which are cattle grazing, ranching,hunting and forestry. Recorded in O.R. Book 4425, Page 3263, Public Records of Collier County. The grantee is responsible for maintenance of this easement. • Stewardship Easement Agreement recorded in OR Book 4089, Page 3837, Public Records of Collier County. • Drainage Easement for 40' along SE corner of property in Section 35, recorded in O.R. Book 49,Page 147, Public Records of Collier County. • Access Easement in favor of Trafford Oaks for 60' as for portion of Trafford Lakes Road that traverses Pepper Ranch property, as recorded in O.R. Book 907, Page 1383, Public Records of Collier County. • A Conservation Easement over portions of the property associated with panther and/or wetland mitigation will be granted to the South Florida Water Management District(SFWMD). Conservation Collier staff will maintain an open line of communication with the oil well operators to develop operational protocol where needed and to ensure this operation continues in a safe and clean manner at the preserve. This level of coordination will also be extended to the cattle lease holder on land management activities at the preserve. An apiary lease is being considered for the preserve. This will be advertised for bid to the general public and will be approved by the BCC before implementation. A minimal amount of hives will be allowed to be placed on the property away from public use areas. No other easements, concessions or leases exist on Pepper Ranch Preserve or are proposed for the future, unless they further conservation objectives, such as a conservation easement. Conservation Collier Program 59 0 160 6 Pepper Ranch Preserve Land Management Plan Pepper Ranch Preserve Easement& Overlay Map — —1 LRpand Pepper Ranch Preserve Boundaries 1 I -Lake Trafford LLLP Access Easement-30 feet wide F' "... - Baton Collier lrwestments Access Easement-15 feet wide t ammoTraffccd Oaks-Access Easement-60 feet vide ill Curren of pad location l... Cattle Lease Area-Lake Trafford LLLP I.Stewardship Sending Area 7 ©Lake Trafford LLLP-COM Ownership-2 quarter sections tt� . i Y 1 _ Lake Lake Trafford .-��"/ Colter County Drainage Easement-40 feet wide ▪>r Y V"' i't s. Mci G u u i �fi• > — I. y y e ....PPL t i ,_� Disclaimer This is not a survey The easemerts shown on the map are estimated and are not exact. This map was created to provide --gy�mm irtormatimn ony. CatrComtty o as 1 Miles COM ATwt. 11ER Pa>...:.ana Mason a.na-corrca.t Oriel.: .Ces,ca...Pac.caer .arP.CORiuis`aop.waPOW�saKP.s P+.n nPP+!Para GUPe.IwVPmad aq -'�^- WO •• 6ID WO Figure 11. Pepper Ranch Preserve Easement and Overlay Map 4.3 Current and Future Desired Conditions This section includes a description of the current and proposed future conditions for the site's natural areas. Management techniques to achieve these conditions are outlined in section 4.4. After managers complete recommended management actions, Pepper Ranch Preserve will consist of upland mixed forest, strand swamp, slough, prairie hammock, pine flatwoods, dry prairie, freshwater marshes, bottomland forest, and wet prairie. These communities will have a similar structure and composition to those that existed before non-indigenous people settled the region and before the exclusion of fire. Through restoration efforts the site will be vegetated with appropriate native flora that will provide suitable cover for a variety of wildlife species. 4.4 Goals for the 10-year period 2010-2020 A set of goals and objectives for Pepper Ranch Preserve were developed in conjunction with the drafting of this Management Plan. The goals and objectives in this plan are tailored specifically for Pepper Ranch Preserve based on the purposes for which the lands were acquired, the condition of the resources present, and the management issues for the property. On-site managers should be familiar with this entire Management Plan. Goals r—.t Conservation Collier Program 60 0 1606 Pepper Ranch Preserve Land Management Plan and objectives from the Interim Management Plan for the Pepper Ranch Preserve were reviewed to determine whether they should be included in this plan. The goals and objectives presented here reflect programmatic goals and ideas of Conservation Collier personnel in charge of managing and protecting the area. These goals shall not be modified,but specific application of management techniques may take into consideration input by user groups and other stakeholders from outside the program, accommodating user needs and desires where practicable and where overarching management goals are not violated. Management issues are discussed below in separate sections. Within each section, approaches for dealing with these issues are described. The ability to implement the specific goals and objectives identified in this plan is dependent upon the availability of staffing and funding sources. The following goals have been identified for Pepper Ranch Preserve: Goal 1: Maintain high quality habitat with limited disturbance for the benefit of native flora and fauna Goal 2: Develop a baseline monitoring report Goal 3: Remove or control populations of invasive, exotic or problematic flora and fauna to restore and maintain natural habitats Goal 4: Create a Prescribed Fire Plan r Goal 5: Restore native vegetation Goal 6: Develop and monitor public use Goal 7: Facilitate uses of the site for educational purposes Goal 8: Provide a plan for security and disaster preparedness Goal 9: Provide preliminary Panther Habitat Unit(PHU) calculations and a draft Monitoring Plan per USFWS requirements for an onsite Panther Conservation Bank GOAL I MAINTAIN HIGH QUALITY HABITAT WITH LIMITED DISTURBANCE FOR THE BENEFIT OF NATIVE FLORA AND FAUNA Action Item 1.1 Maintain the existing boundary fence and access gates on the Pepper Ranch Preserve as needed. Currently, a fence is present along most of the Pepper Ranch Preserve boundary with the exception of the western boundary which this preserve shares with the adjacent CREW lands, also there is no fence along the southeastern boundary along the Lake Trafford shoreline. Under the existing cattle lease the lessee is responsible for the installation and maintenance of all fences on the preserve necessary for retaining cattle on the property. Firebreaks will be installed along fence lines that exist along upland areas. This will also allow for better access for fence line patrolling and maintenance. Action Item 1.2 Install signs encouraging people to stay on public access trails situated on the preserve. Conservation Collier Program 61 1 6 0 6 ' 4 Pepper Ranch Preserve Land Management Plan Signs will be posted along public access trails to remind visitors to remain on the trails for their safety and the protection of the natural resources of the preserve. Action Item 1.3 Identify locations of rare and listed native plant species. The location of these species has been identified using a global positioning system (GPS) device and mapped to allow staff to monitor them. All future sightings of such plants will be GPS-located and mapped accordingly. Public trails will be constructed to avoid areas where rare and listed species exist. These locations will not be shared with the public to protect these rare plants. Action Item 1.4 Enforce regulations prohibiting trash or dumping in or near the preserve. Staff will monitor the preserve on a regular basis and if dumping occurs, enforcement actions will be sought through the County Sheriff's Department. Action Item 1.5 Identify actual and potential locations of resident animal life and take steps such as locating visitor amenities away from animal nesting sites. An inventory of sensitive areas, such as location of listed plant species and animal nesting sites, will be maintained based on existing knowledge and to be built upon with all future protected species surveys that are conducted at the preserve. During the development of public use facilities this inventory will be utilized to locate the amenities away from known sensitive areas. Action Item 1.6 Avoid non-target damage to native plants and animals, especially rare species, during invasive, exotic plant treatments. If the use of herbicides is appropriate during the treatment of invasive, exotic plant species, decisions on the types of herbicides utilized will be made on the best information available at the time of exotic removal. Staff has prohibited the use of herbicides containing Imazapyr (e.g., Arsenal) due to reports that these herbicides have potentially caused a great deal of non-target damage throughout the state. Licensed County or State contractors will be monitored closely to ensure the proper herbicide applications are being utilized while treating the site. In addition, close attention will be taken to identify listed species (Table 7) that may be attached to invasive trees being cut down or removed. Individuals of these species will be relocated prior to removal. Special attention will be given to avoid damage to native species in the vicinity of exotic removal activities. Action Item 1.7 Note, research and provide input as to all site development occurring adjacent to Pepper Ranch Preserve to determine that the proper site development permits have been obtained and that the site development complies with the permits. Activities on adjacent and neighboring properties may have an impact on the indigenous plant and animal life on the Pepper Ranch Preserve. As such, all existing local, state, and federal regulations should be strictly followed and enforced during any site development adjacent to the preserve. It shall be the responsibility of the developer to establish erosion control measures and vegetation protection measures (i.e., protective fencing or barriers). If any site developer working in areas adjacent to Conservation Collier Program 62 1 6 0 6 Pepper Ranch Preserve Land Management Plan 1'\ the preserve does not take the necessary control measures, construction shall be immediately halted until control measures are put into place and mitigation and/or remediation will be the sole responsibility of the developer. GOAL 2:DEVELOP A BASELINE MONITORING PROGRAM Action Item 2.1 Establish a long-term biological monitoring program and conduct additional wildlife surveys. Long-term management of the preserve should be based on biological data. Changes following baseline conditions should be assessed as negative or positive, and management strategies changed appropriately. This section discusses information needs and long-term monitoring needs. Pro Native Consulting has conducted a floristic inventory of the Pepper Ranch Preserve; these findings will comprise the baseline floristic data on which future actions will be based. The site should be inspected by Conservation Collier staff at least twice a year and thoroughly inventoried at regular intervals (ca. 5-10 years) to detect new invasions (by natives or exotics) and extirpations. Areas undergoing extreme restoration should be assessed more frequently. While some wildlife data has been collected, additional baseline data should be collected, especially on invertebrates, small mammals, reptiles, and amphibians. The site manager may contract this work out or enlist the assistance of local educators to coordinate student research projects. Wildlife surveys, like plant surveys, should take place at regular /""eN intervals(ca. 5-10 years) to detect long-term trends. White-tailed deer surveys have been conducted once a year at the preserve since 2011 and will continue annually to provide population trend data and to aid in the County's panther mitigation requirements as well as providing staff with the number of surplus animals that will be allowed to be taken in the Quality Wildlife Management Hunt Program. Spotlight surveys collect data including: number of deer observed, deer sighting location, and gender ratios. Turkey camera trap population estimate surveys were conducted at the ranch in 2010 and 2011 following consultation with members of the FWC turkey program. These surveys were put on hold pending development of more reliable population estimation methods for turkey. Formal hog surveys are not conducted at the ranch. Additionally, game species presence and distribution is monitored at the ranch throughout the year with the help of wildlife cameras. In addition to surveys and camera trap monitoring, opportunistic observations of wildlife sign are collected by staff, volunteers, visitors, and hunters to monitor game species presence. Frog breeding call surveys started in May 2018 to determine which frog species are present on the preserve. The data collected during these surveys will help to set the foundation for our understanding of baseline species diversity and richness ahead of any hydrologic restoration efforts, monitor for species utilization of specific breeding �•� ponds, monitor for the presence of exotic/invasive predatory species like Cuban Conservation Collier Program 63 0 160 6 Pepper Ranch Preserve Land Management Plan treefrog and cane toad, and contribute important data to existing and ongoing frog monitoring networks throughout Southwest Florida. The number of frog species is a good indicator of a healthy wetland habitat. To date, 15 different species of frogs and toads have been recorded on the preserve (Table 5). Photo points will be established throughout the preserve when the panther mitigation bank baseline survey requirements are set-up. The total number of photo stations installed will be dependent on future restoration plans and staffing levels. Locations of photo points will be recorded with a GPS unit and all photographs taken at these locations will be taken at a standard height and angle of view. During photo documentations, one photo will be taken in each of the cardinal directions (north, east, south and west) and a 360-degree panoramic photo will also be taken. Photos will be taken with a vegetation profile board to aid in the determination of what (if any) changes occur over time. These photos will help to monitor exotic removal efforts and native plant recruitment, as well as the result of other land management activities. If necessary, more photo points will be established to aid in management decisions. GOAL 3:REMOVE OR CONTROL POPULATIONS OF INVASIVE, EXOTIC OR PROBLEMATIC FLORA AND FAUNA TO RESTORE AND MAINTAIN NATURAL HABITATS Action Item 3.1 Prioritize the removal of invasive, exotic and/or problematic plant species. Due to the size of Pepper Ranch Preserve, it will be helpful to the preserve manager to prioritize the exotic control efforts by area of the preserve. The preserve has been divided up into 3 management phases 1-3. A management unit map has been created (Appendix 5) In general, the management units will assist the preserve manager in prioritizing and allocating resources available for the management of Pepper Ranch Preserve. Action Item 3.2 Acquire services of licensed and qualified contractor(s)for the removal of invasive,exotic and/or problematic plant species. The following table (Table 10) describes recommended controls (Langeland & Stocker 2001; Langeland 2008) of the Category I, invasive, exotic plant species recorded to date on the Pepper Ranch Preserve. These recommended control methods may be altered by site managers dependent on new information and products available on the control of these species. Conservation Collier Program 64 16D 6 Pepper Ranch Preserve Land Management Plan Table 10: Invasive,Exotic Plant Species Control Plan for the Pepper Ranch Preserve FLEPPC Category I species' Scientific Name Common Name Recommended Control(s)2 Treat base of vine with 10%Garlon 4. Site must Abrus .recatorius Rosa •ea; be revisited several times to lull seedlin_s. Basal bark treatment with 10%Garlon 4. Cut stump treatments are also effective with 50% Garlon 3A or 10%Garlon 4. Small seedlings Albizia lebbeck woman's ton• e can be hand-lulled. Basal bark treatment with 10%Garlon 4 is very effective,as is a cut-stump treatment with 50% Garlon 3A or 10%Garlon 4.When basal bark treatment is used on trees greater than 1' diameter it may be necessary to slough off loose bark in the application area to prevent the bark from trapping the herbicide. Addition of 3% Stalker will increase consistency on older trees. gray sheoak; suckering Broadcut of 4-6 lb Velpar ULW may be used Casuarina:lauca australian-•ine when a••ro•riate. 1's, Conservation Collier Program 65 Pepper Ranch Preserve Land Management Plan /—**\ Table 10: Invasive,Exotic Plant Species Control Plan for the Pepper Ranch Preserve FLEPPC Category I species'(continued) Common Name Common Name Common Name For seedlings and small plants up to%2 inch diameter,use a basal bark treatment with 10% Garlon 4.This species takes a long time to die, and may require a subsequent herbicide application. For larger stems,use a cut-stump treatment with either 50%Garlon 3A or 10% Eu_•enia uni ora Surinam the Garlon 4. Seedlin•s should be hand suited. Basal bark application of 10%Garlon 4 is Ficus microcar•a Indian laurel effective. Hymenachne Foliar treatment with 3-5%Rodeo. am'lexica u/is trom•etilla 3-4 qt.Roundup Pro or 0.5 qt. Fusulade per acre. For high volume,spot treatment use 3%-5% Roundup Pro.Herbicides should be used in combination with burning or tillage for optimum control. See IFAS publication SS-AGR-52 for Imerata c lindrical co•on•rass additional information. Treatments can be basal bark,foliar and/or cut stump,depending on the size of the plant,with Renovate 3 in aquatic conditions or Garlon 4 in upland areas. Adjust percentage of chemical Ludwi:ia •eruviana Peruvian •rimrosewillow based on a..lication method. Thoroughly spray foliage to wet with 1.25% Garlon 4(4 pt/acre),0.6%Roundup Pro (maximum 5 pt/acre), 1.0%-3.0%Rodeo (maximum 7 pt/acre).Only Rodeo can be used if plants are growing in aquatic site.Plants growing high into trees,cut vines and treat Lygodium lower portions.Do not apply when plants are micro.h Hum small-leaf climbin_fern under environmental stress. For seedlings and saplings: (1)hand pull,being sure not to break plant off of root system and remove or place in piles to help reduce the chance that they will re-root or;(2)Treat with foliar,low volume spot application of 5% Rodeo.For mature trees: (1)Fell large trees with chain saw leaving a level surface,or fell small trees with machete and treat with triclopyr or glyphosate products according to frill and girdle directions on SLN. Use aquatic versions where standing water is present. Monitor for resprouting and retreat as necessary.(3)Mature Melaleuca Melaleuca,punktree,paper trees are very difficult to control with foliar •uin•uenervia bark a..lications. Conservation Collier Program 66 160 Pepper Ranch Preserve Land Management Plan Table 10: Invasive,Exotic Plant Species Control Plan for the Pepper Ranch Preserve FLEPPC Category I species'(continued) Scientific Name Common Name Recommended Control(s)2 Foliar application of 1-2%Roundup will provide control. Roundup(glyphosate)is a short-term solution,because regrowth from Melinis repens rose natalgrass seed is rapid.3 A foliar application of Roundup at 1.5% provides control. Follow-up applications are Nephrolepis brownii Asian sword fern necessary.4 Foliar application of 0.75%-1.5%Rodeo and surfactant solution. Re-apply as necessary when plants re-grow to within 4-6 inches in height; or foliar application of Panicum repens torpedo grass 0.5%spot treatment. Foliar application with endothall,diquat,or Pistia stratiotes water-lettuce rodeo Psidium cattleianum strawberry guava Basal bark application of 10%Garlon 4. Psidium guajava Guava Basal bark application of 10%Garlon 4. Cut-stump treatment with 50%Garlon 3A, 10% Garlon 4 or a basal bark application of 10% Garlon 4. Foliar application of Garlon 4,Garlon 3A,Roundup Pro,Roundup Super Concentrate, or Rodeo,according label directions may be used where appropriate. Glyphosate products are less effective when used alone in spring and Schinus early summer.Use Rodeo where plants are terebinthifolia Brazilian pepper growing in aquatic sites. Senna pendula var. Foliar application,spray to wet with 1-2% glabrata valamuerto Roundup Pro.5 Solanum diphyllum Two-leafed nightshade Foliar application of 1%Garlon 4 or 3% Roundup. Foliar application of 1%Garlon 4 or 3% Solanum viarum tropical soda apple Roundup. Mature trees may take up to 9 months to die. Cut-stump treatment with 50%Garlon 3A or 10%Garlon 4,or use a basal bark Syzygium cumini Java plum treatment with 10%Garlon 4. 'FLEPPC 2009: Category I plants are those that alter native plant communities by displacing native species,change community structures or ecological functions,or hybridize with natives (FLEPPC 2009) 2 All species except as cited otherwise 3(Stokes 2009) 4(Langeland 2008) 5(Langeland et al.2003) Conservation Collier Program 67 CA 160 Pepper Ranch Preserve Land Management Plan Action Item 3.3 Monitor invasive,exotic or problematic animal species. To date, three (3) introduced animal species have been documented on the Pepper Ranch Preserve, the brown anole, cane toad and the feral hog. Brown anoles and cane toads are too numerous to control at this point. Attempts to control the Feral hog population are discussed below in Action item 3.4. Another potentially problematic species is the Coyote. Widespread control of coyotes has been found to be ineffective and is not ecologically or economically defensible. Individual coyotes may need to be removed from the preserve if they become a problem to the current cattle operation; that decision will be made on a case by case basis. The coyote can be legally hunted all year long with guns, dogs, live traps, or snares. A permit is required to use steel traps, to trap on another person's property, or to use a gun and light at night. Possessing or transporting a live coyote requires a Class II captive wildlife permit and the use of poison is prohibited. Action Item 3.4 Implement the Quality Wildlife Management Hunt Program to assist in Feral Hog Management(See Regulations in Appendix 7) It is doubtful that the total eradication of this species at Pepper Ranch Preserve can be achieved, however, efforts will be made to reduce their population and limit the damage they cause to natural areas, native plants and animals. In late 2009, the Collier County BCC approved a contract with the USDA Wildlife Services for the control of feral hogs at the preserve, which was part of the property Interim Management Plan. As a result, fourteen hogs were trapped and euthanized in a short time. On January 12, 2010, Item 10D, the BCC voted to cancel the USDA contract due to public opposition and directed staff to develop a hunt program to attempt to control the hogs and to consider trapping at a later date if they cannot be controlled through normal hunting. As a result, the first Annual Youth Hunt was held at the preserve in April 2010, with the assistance of FWC, and 4 hogs were harvested as a result. The Pepper Ranch Quality Wildlife Management Hunt Program for this preserve was then developed and began on September 11, 2010. In 2010-2011, a total of two youth hunts and six public hunts were conducted. This program did provide some control of the hog population at Pepper Ranch, however only 8 total hogs were harvested during the first hunting season. Hunting alone may not properly manage the hog population and thus a monitoring program should be developed to assess the amount of hog damage to natural communities. Efforts will be made to request assistance from nearby colleges to conduct such studies. Additional control measures such as trapping may be necessary to protect the resource. Monitoring the hog population will be particularly important in the event that a wetlands mitigation bank is developed on Pepper Ranch Preserve; created/enhanced wetlands will be required to meet certain success criteria within a set timeframe and hog foraging behavior could severely impact creation/enhancement efforts. In areas where wetland restoration is to occur in the future, hog fencing may need to be installed around the restoration areas or potentially the entire perimeter of the preserve. This fencing would be paid for with mitigation funds. Hogs do however, provide a food source for the Florida Panther. Conservation Collier Program 68 0 16fl6 Pepper Ranch Preserve Land Management Plan GOAL 4: CREATE A PRESCRIBED FIRE MANAGEMENT PLAN Fires were a naturally occurring event in native communities prior to mankind's intervention. The primary ecological functions of fire are to eliminate accumulated plant material, return nutrients to the soil, and germinate fire-dependent species. In today's preserve areas prescribed burning is an essential tool in both land and wildlife management, and helps reduce potential damage and hazards from wildfires in the wildland/urban interface areas. Proper prescribed burns promote the growth of green shoots, roots, and rhizomes of grasses and sedges that are then available for foraging. In wetlands, burning creates deep pools and edges for nesting and feeding of waterfowl and controls undesirable vegetation. Much of Collier County is comprised of natural communities in general, that are dependent on fire to maintain species composition and diversity. The use of prescribed fire as a management tool will be critical to the long-term health of the natural communities and native species at the Pepper Ranch Preserve. Action Items 4.1: Create a Prescribed Fire Management Plan Below is the prescribed fire management plan for Pepper Ranch Preserve. The preserve land manager with assistance from the Florida Forest Service (FFS)and/or a Certified Prescribed Burn Manager will implement the prescribed fire management plan according to the specific needs of Pepper Ranch Preserve. Staff may coordinate this effort with other local qualified agencies for review and approval. Objectives The prescribed fire plan for the Pepper Ranch Preserve will be a program that mimics the natural fire cycle for the various natural community types identified within the preserve. Timing, based on weather conditions and ignition practices can be modified to accomplish goals ranging from exotic vegetation control to wildlife habitat enhancement and fuel reduction within burn units. This prescribed fire management plan will be implemented at Pepper Ranch Preserve for ecological purposes. The goals and objectives established for the preserve will be clearly laid out and incorporated into each prescription. Generally, prescribed burns conducted at the Pepper Ranch Preserve will involve a variety of firing techniques over a range of weather conditions to create mosaic burn patterns that will benefit an array of wildlife species. Burn Units The size of the Pepper Ranch Preserve, in conjunction with habitat fragmentation by existing (oil fields, cattle grazing) and future uses (lodge, possible housing, camping areas and public use trails) of the preserve create a complex mosaic of fire dependent communities. This will be taken into consideration when subdividing the preserve into burn units. The creation of burn units not only facilitates the application of prescribed fire, it will also help create a mixture of burned and unburned areas across the preserve. Patches of unburned habitat in conjunction with newly burned areas will increase habitat heterogeneity, ensuring a wide range of habitat compositions year-round for use by a diversity of wildlife species. The size and boundaries of each Conservation Collier Program 69 160 6 Pepper Ranch Preserve Land Management Plan burn unit should be established based on the preserve boundaries and the location of existing barriers such as fence lines, ditches, roads and other existing structures. The division of burn units may change over time as the prescribed fire plan is implemented and on-the-ground logistics become more obvious. Fire breaks will consist of primitive roads, trails disked to bare mineral soil, wet lines or foam lines and/or natural vegetation breaks. When the Pepper Ranch Preserve burn plan is implemented, additional manmade barriers may be constructed as a result of the development of public use facilities. If new fire breaks are needed, efforts will be made to minimize disturbance to existing native vegetation during their creation and maintenance, and no wetlands will be adversely impacted as a result of fire break construction. In the event of a wildfire FFS may create fire breaks within existing wetlands. If plow lines are put in as a result of a wildfire, whether they are in a wetland or upland, efforts will be made to mitigate by grading those areas to prior grade. Burn Frequency and Burn Season Historically the frequency of wildfire in Florida's ecosystem varied from year to year. However, fire frequency for natural communities as found within the Pepper Ranch Preserve will generally follow these guidelines(FNAI 1990): • wet prairies—annual(1-2 year cycle) or frequent(3-7 year cycle); • dry prairie—frequent(1-4 year cycle); • mesic pine flatwoods—frequent(2-4 year cycle); • hydric pine flatwoods—frequent(3-7 year cycle); • depression marshes—more frequent around the periphery(3-7 year cycle) and becoming more occasional toward the center(8-25 year cycle); • cypress/pine/cabbage palm—transitional community from moist upland to hydric sites—occasional(8-25 year cycle); • cypress strand/dome swamp—occasional around the periphery(8-25 year cycle) and rare in the deepest peat towards the center of the strand/dome (26- 100 year cycle); • slough—occasional(8-25 year cycle) or rare(26-100 year cycle); • prairie hammock—occasional or rare; if oak and palm dominated on drier sites tolerate occasional light ground fires,but more diverse hammocks rarely burn; • upland mixed forest—rare or no fire; densely closed canopy limits air movement and light penetration,making high humidity relatively constant. Burn units incorporating multiple natural communities under different fire cycles will be burned based on the community requiring the shortest cycle. The other communities within that burn unit that are on a longer fire cycle will likely not burn as frequently since fuels will not have built up. The seasonality, weather factors, or ignition techniques of the prescribed burn will also be chosen to selectively burn the community within the unit with the shortest fire cycle. Conservation Collier Program 70 160 6 Pepper Ranch Preserve Land Management Plan Fire maintenance of hydric hammocks will be accomplished primarily by burning the adjacent flatwoods and marshes, reducing the fuel needed to ignite the hammock. Maintenance of natural species composition and protection from excess fuel build-up will be accomplished by allowing fire to enter the edges but not completely burn through the hammocks. Fire will be introduced into the edges of hammocks under moist conditions that will not result in a destructive fire through the hammock. Fire frequency in this situation will be dictated by the frequency of fires in adjacent communities. Fire will be applied to freshwater marshes in conjunction with the burning of surrounding pine flatwoods to maintain open herbaceous ponds and control woody plants found primarily on the edge of these depressions. The centers of depression marshes are much wetter than the surrounding flatwoods and may not burn at the same time the flatwoods are ignited. In this case, a separate fire under guarded conditions may be needed to carry the fire across the marsh. In cypress strands, fire is beneficial for the control of hardwoods and reduction of ground fuels near their outside edge. Conditions dry enough to bum soils in the center of strands, or muck fires, would most likely be damaging to trees within them. The burning of cypress strands will take place only when moist conditions allow for light surface fires in the outer portion of the dome and avoid muck fires. Fire will be excluded from strands under dryer conditions. t"-"NQualitative observations will be made within each burn unit on an annual basis to determine current fuel loads, habitat structure, and habitat quality. The burn schedule will then be modified as needed based on these qualitative observations. Areas where fire cannot be implemented will instead be mowed, roller chopped, or pruned to mimic effects of fire. The burn manager will conduct post-burn inspections to ensure the burn objectives are being met for each natural community. When possible, vegetation monitoring activities will be conducted around bum events to help assess the effectiveness of the prescribed burn regime. Pile Burning Burning of agricultural piles of vegetative debris may be conducted as needed. The piles must be placed in an open area such as a pasture and the piles must be placed at least 50 feet from a forested area or structure. A permit must be issued by the Florida Forest Service. When burning restrictions are in place, the piles may only be burned by a Certified Pile Burn Manager licensed by FFS. When no restrictions are in place, the piles may be burned by trained staff, contractor or by the acting cattle manager after a permit is issued. Persons conducting the burning must have a water source large enough to extinguish the fire and a front end loader or other similar type of machine present before proceeding with burning. Burn Schedule Generally, prescribed burns within the Pepper Ranch Preserve will be conducted during the growing season (mid-March through early September) as well as during the dry season (November to mid-May). Essentially burns will be scheduled when /' \ Conservation Collier Program 71 0 1613 6 Pepper Ranch Preserve Land Management Plan conditions allow, and the timing selected to best suit the objectives for each burn unit, as well as to provide protection to listed species. Burn Manager Duties Florida Statute 590.125 and Chapter 5I-2 of the Florida Administrative Code (FAC) grant the FFS the authority to regulate prescribed burning in Florida. Prescribed burning will be planned and carried out by a Certified Prescribed Burn Manager (as licensed by the FFS) and experienced fire crews utilizing a Prescribed Burn Plan form, referred to from here on as the prescription. The planning and application of prescribed burning will comply with all applicable federal, state, and local regulations. Each prescription will include the following at a minimum: • purpose for the burn; • brief description of the natural community type(s)to be burned; • a map depicting the location of the burn, firebreak locations, potential hazard areas and escape routes for the fire crew; • acceptable ranges of weather and soil moisture conditions; • a pre-burn inspection of burn unit, firebreaks and any potential hazards (including power transmission lines, active cattle grazing locations, and existing manmade structures)within the burn unit; • names and contact information for neighbors, lease holders, local fire district and other pertinent stakeholders to be contacted prior to ignition; • techniques used to ignite the controlled burn; • personnel, equipment and safety requirements; • personnel assignments and responsibilities; and • post-burn evaluation. All necessary permits and authorizations will be obtained by the Certified Prescribed Burn Manager before implementation of the burn. As part of each prescription, the burn manager will develop an emergency action plan that will include escape routes for all personnel and actions to be taken in the event of unexpected weather changes or fire behavior. Weather and Fuel Considerations When developing recommendations for a prescribed burn, the burn manager will consider weather and fuel conditions including, but not limited to: wind, relative humidity, temperature, rainfall and soil moisture, airmass stability and atmospheric dispersion. It will be the responsibility of the Burn Manager to obtain current weather forecasts from FFS, and other weather sources as necessary, prior to executing the prescribed burn. Although preferred weather and fuel conditions may vary based on specific burn objectives, Wade and Lundsford (1989) suggest the following as preferred conditions for prescribed burns in southern forests: • 6 to 20 mph persistent surface winds; "•...• Conservation Collier Program 72 1 6 CI 6 Pepper Ranch Preserve Land Management Plan • 30 to 55 percent relative humidity; • temperatures above 80 degrees Fahrenheit are recommended when the primary objective is to control undesirable species; • damp soil moistures; • slightly unstable or neutral airmass stability; and • KBDI of 0 to 600 dependent on bum objectives. Smoke Management Smoke management is an essential component of the burn prescription. The burn manager will evaluate the potential impacts of each prescribed burn to smoke- sensitive areas located within a 20-mile radius from the location of the bum by employing a Screening System, such as recommended in Wade and Lundsford (1989). Based on definitions contained within the state regulations, smoke sensitive areas are areas within which smoke could have an adverse impact for reasons of visibility, health or human welfare (NRCS 2003). Monitoring of the prescribed bum will continue until smoke no longer presents a potential hazard and there is no potential for the fire to reignite and cause an uncontrolled fire. Post-Burn Evaluation The purpose of the post-burn evaluation is to ensure the objectives of the burn were attained and gain information to be used in future burns (Wade and Lundsford 1989). The post-burn evaluation will be conducted by the burn manager within one week following the burn, as well as a second evaluation after the first post-fire growing season. Quantitative vegetation monitoring, photo documentation and wildlife monitoring can be implemented to further aid in determining if the objectives of each bum were met. Action Item 4.2 Develop Burn Units Burn units will need to be delineated for Pepper Ranch Preserve, as outlined in the prescribed fire management plan above prior to the implementation of the plan. Action Item 4.3 Install Perimeter Fire Lines Fire lines will be installed utilizing best management practices to minimize impacts to mature trees, natural communities and wildlife populations. Firebreaks will be disked or mulched down to soil and will go around all mature pine trees; they will be a maximum of 8-10 feet wide. Action Item 4.3 Implement Memorandum of Understanding with Wildland Restoration International On June 12, 2018 a Memorandum of Understanding with the Board of County Commissioners and Wildland Restoration International (WRI) was signed to allow Conservation Collier to work with this non-for-profit organization to assist the program with prescribed fire and other land management activities at no cost to the County.WRI has received a state wildlife grant to assist Counties and others with prescribed fire and other land management activities by providing personnel and equipment to conduct prescribed burning operations on public land holdings in addition to personnel resources to accomplish management tasks at no cost to the County. Conservation Collier Program 73 • 160 6 k i Pepper Ranch Preserve Land Management Plan WRI will participate in at least 2 scheduled burns per year and additional land management activities to include, but not limited to, debris removal, hardwood treatment, invasive treatment, invasive surveying, and native understory establishment. Prescribed burning operations conducted by WRI will also enhance burning skills of participating team members,mitigate the threat of wildfires and help promote public understanding and acceptance of this important natural resource management tool. WRI and Conservation Collier staff will develop a Prescribed Burning Operations Plan that includes but is not limited to a prioritized list of burn units, burn prescriptions for each unit, a proposed burning schedule and anticipated resource needs. The plan will be flexible in order to meet changing weather conditions, work priorities of the participating parties and unforeseen budgetary constraints. Conservation Collier staff will assume all responsibilities for prescribed burns and other land management activities conducted on property for which it has management authority — as it currently does. This includes, but is not limited to, preparing burn prescriptions (including smoke screening plans), preparing the site for burning, obtaining the burn authorization and managing the burn. Burn prescriptions and burn unit maps will be provided to all participating personnel, local fire districts and the Division of Forestry personnel. Safety and operational briefmgs will be conducted prior to ignition. The County will have its own Certified Burn Manager in charge of the burn with WRI staff assisting and providing equipment. GOAL 5:RESTORE NATIVE VEGETATION AS NEEDED Action Item 5.1 Evaluate the feasibility of conducting a hydrological analysis of the preserve to better determine restoration needs. During the fieldwork conducted by Johnson Engineering, Inc. in the fall of 2009 it was noted that many of the natural wetland natural communities at Pepper Ranch Preserve are disturbed; as described in section 2.3. This disturbance appears to be hydrologic in nature due to the lack of standing water observed in these wetland communities in comparison to the undisturbed wetlands, and by the relatively high number of upland and exotic/nuisance plant species observed in the disturbed wetlands. A hydrological analysis of the preserve would provide a baseline for the development of a hydrologic restoration plan for Pepper Ranch Preserve. The presence of invasive exotic vegetation can be related to a hydrologic disturbance. Identifying hydrologic disturbances and proposing remedial measures (i.e. ditch removal or ditch blocks) at the preserve would not only work towards the restoration of natural plant communities but also possibly help limit exotic plant invasions in those areas. The analysis could be taken a step further to incorporate water quality analysis especially as it pertains to water flows into Lake Trafford. A hydrologic analysis of the preserve would generally involve the placement of surface and ground water level monitoring wells at strategic locations throughout the preserve, mapping ditches and canals on the preserve, reviewing historic aerial Conservation Collier Program 74 Pepper Ranch Preserve Land Management Plan photography of the preserve and determining the historic sheet flow patterns on site. This monitoring will be funded with mitigation funds. Surface and ground water level monitoring wells installed for the purpose of this hydrologic analysis could be left in place for long-term, on-going monitoring at Pepper Ranch Preserve. The data collected would help monitor the health of wetland systems on site over time, as well as provide a baseline of wetland function that could help evaluate possible effects from proposed adjacent land use changes (i.e. if a mine was ever proposed adjacent to the preserve). Action Item 5.2 Maintain a revised GIS map and description of FNAI natural communities and disturbed areas on the property. Maintaining updated maps will help to guide restoration efforts. Action Item 5.3 Plant native plant species in their appropriate habitats. Periods following exotic removal and prescribed fire (or mechanical treatment) are essential to the recruitment of native plants. If native plant recruitment is not sufficient from the surrounding, intact seed source, efforts will be made to plant indigenous flora in appropriate habitats. Natural area restoration of Pepper Ranch Preserve should include only site-specific native plant material that has been determined to be non-problematic at the site and whenever possible, site-specific seed sources should be utilized. In addition, hardwoods that may invade the natural areas (mesic pine flatwood area) should not be planted. GOAL 6:MONITOR PUBLIC USE Action Item 6.1 Develop access and required facilities for intended public uses. There are many opportunities for public use at the Pepper Ranch Preserve due to the size of the preserve, its proximity to the community of Immokalee and the diversity of natural communities present. In addition to general public uses at the preserve, there are also revenue-generating uses as presented above, cattle lease and oil fields, hunting, apiary lease, as well as mitigation uses that are already in place or are planned for the preserve, such as a panther conservation bank. Wetland mitigation was considered but was denied by the SFWMD and Army Corp. of Engineers. All of the different uses considered and requested by the public may not be compatible with one another and thus a compatibility matrix was devised to better illustrate when and where at Pepper Ranch Preserve the different uses can occur. This matrix is included in this plan as Appendix 8. Until additional staffing and funding are available, the Pepper Ranch Preserve will only be open to the public on Friday, and non-hunt or holiday Saturdays and Sundays from November through June of each year. Daily Use Permits will be required by all visitors and will be issued before access can be granted. County staff will be stationed in the visitor's center to provide access and assistance to visitors. A temporary gate code for the electric gate will be given to visitors to access the northern access area when they check in with the Park Ranger. Visitors must also check out before they /"r leave for the day. This will ensure that all visitors are accounted for at the end of Conservation Collier Program 75 1606 Pepper Ranch Preserve Land Management Plan each day Security cameras are also facing each preserve entrance to help monitor ingress and egress. A new bathroom facility with showers was built in 2015 along with two new septic systems and a water treatment system. The Collier County Parks and Recreation Program has been administering and staffing the visitor center, campgrounds and pole barn rentals since 2014. Staff also developed a volunteer program for the Preserve with several master naturalists who have been assisting with guided public tours and other activities. To avoid impacts to natural communities at Pepper Ranch, guidelines were developed for the allowable uses on all proposed trails and other amenities. Guidelines include instructions for users such as staying on trails to avoid altering the natural communities, and to take only pictures and leave only footprints. The trail systems at Pepper Ranch utilize existing trails and other impacted areas, and were developed along the natural edge of natural communities where their construction had minimized disturbances, as well as avoided impacts to marshes and other wetland systems. Most of the trails are not ADA accessible; however, all new trails will be evaluated for vehicle class use for ADA access. The implementation of the proposed public uses at Pepper Ranch Preserve remains dependent on funding, safety issues, site security and the availability of staff. The conceptual site plan(Figure 12) incorporates the following proposed components: The South Public Access Area will be situated on the south side of Pepper Road with a parking area and trailhead that will lead to the lodge/visitors center. • The visitor center — Conservation Collier staff has renovated the existing visitor center for use as a visitor center. The lodge could also be rented for special events. Policies will need to be created though the Ordinance, Policy and Rules subcommittee in regard to special events, lodge rentals and ecotourism. Approved eco-tours need to be compatible with this management plan. • The lodge hiking trail — The lodge hiking trail is accessible from the south public entrance. It is made up of three loops that total approximately 0.9 miles, heading east from the trailhead/parking area, meandering through oak hammock, mesic flatwoods and dry prairie communities; there is a short segment of boardwalk crossing over a depressional marsh. Benches and interpretive signage exist at strategic locations along the trail. • The boardwalk — The boardwalk (length = approximately 812' or less) was constructed at the south end of the south public access area trailhead/parking area and leads to a covered lake overlook platform. • The lake overlook platform —A covered lake overlook platform was constructed at the terminus of the boardwalk and allows visitors to view Lake Trafford from a raised elevation. This was builton the existing raised shoreline and not directly over Lake Trafford. A local Boy Scout added a large bench to the overlook as part of an Eagle Scout Project in 2017. E Conservation Collier Program 76 0 160 6 Pepper Ranch Preserve Land Management Plan /'\ • Camping areas- A small camping area with 10 campsites was developed in the current eastern pasture area located between the entrance to the south public access area and the lodge. This is open to the public on Friday and Saturday nights when the preserve is open. This campground is accessible to tent campers with vehicles, but not RV's. An RV may only be allowed in this campground for use by a campground host or possibly under other special circumstances. There is no water or electricity located at the individual campsites. Camping is limited to hunters only during hunt weekends. • Officer's Trailer home or Campground host- A single-wide manufactured trailer home or an RV pad will be constructed and placed on a small improved area just south and west of the gate to the south public access area. It would be beneficial to have a County Sheriffs Department officer or FWCC officer reside there to keep watch over the property. We may also install a concrete pad with full hook-up here and will allow a campground host to live here with an RV during the months that the preserve is open to the public. The existing cottage that used to serve this purpose will be demolished due to the major cost of needed repairs and the high mold content. Conservation Collier Program 77 e . . ,, 14B _ 6 ........... ., . -,..7i. ...,,,,t,:#7,,,.... „....._ft........n sem. \r---L -- T.a..M as a.., Tea '' s :-. :"7"47...,.....0,-. �..r.. �..n�e i . Imicax.awbr 11.(32�1 ® r. ••• , = Buwr.iauwFtY(19emr) C.' ' N.}.....wunaaro <,,, i ., rew+uese.a. .` ,{. s 1 . •'•• `••s �a.r.. .r.a� t, i �. - ,�, ''1. .• w -,,.:- ,....t..) . • v ti,n..,r '_a { . 4— Conceptual Site Plan for Pepper Ranch Preserve i Figure 12:Original Conceptual Site Plan for Pepper Ranch Preserve 0 �.�. P Tuses nar�l _ e crows c � _ c...,...-- UXII � P IrGt©1 -.----. Pimm Bike T lah; G'^cv k em.losrolal it...,,----4...1. , ,_ Black Bear Berm Trail C4enoo. I Tr Sunflower Trace Trail _s railesroral R ' u 1 .. Lake Trafford ar 1.0.Mli9 f .a ,.— ( Conservation Collier Pepper Ranch Preserve coillergovneticonservationcoll,or 239-657-1999 .,. •-4-a Pepper Ranch Preserve Current Trails Figure 13: Current Trails as of August 2018 4[44410 Conservation Collier Program Q. Pepper Ranch Preserve Land Management Plan P'\ The North Public Access Area is accessible from the north gate off of Pepper Road and provides public access for a scenic drive, hiking trails, multi-use trails, mountain bike trails and primitive camping areas. This northern area is accessible after checking in at the lodge/visitor center. All trails that double as firebreaks will be maintained on a regular basis, new trail creation and maintenance may be dependent on the demand for use and available resources. • The Scenic Drive- the public is allowed to drive through the Preserve along the main access road after obtaining a free daily use permit and a temporary access code from the visitor center. This allows the public to view the majority of the preserve by vehicle and to view the wildlife and different ecosystems present. The driving tour is approximately 6.4 miles round trip and does not include the easement road that leads to the south property boundary. Visitors are required to check out at the visitor center before they depart. During wet conditions, the public will be asked to keep vehicles on the main roads during their tour and to drive at slow speed for safety. During normal dry conditions„ they may park in the designated trailhead parking areas. • Hiking trails — Hiking trails provide a view of live oak hammocks, mesic flatwoods, cypress sloughs, open prairie and depressional marshes. Currently, there are five (6) different trail areas totaling approximately 14.5 miles which are all open to hikers. Hikers and trail runners can use all trails designated as multi-use, including horseback or mountain bike trails with caution. Hikers must yield to bikers and horseback riders. Many trails already exist as firebreaks. Benches and interpretive signage have been placed at strategic locations along the trails. • Seasonal access hiking trail— A 1.0-mile loop would allow visitors to walk through some of the scenic wetland communities located in the western portion of the preserve during the dry season. It is located west of the scenic driving trail and will traverse through natural communities such as cypress strand and a red maple dominated bottomland forest. This trail will be limited to foot traffic to prevent damage to the sensitive wetland soils. • Mulit-use Trails- (Hiking& Horseback riding) —Trails designated multi-use, accessible to horses and hikers, total 11.25 miles. This total includes the main access road and easement road. An area in the south central portion of the preserve will take riders though 3 miles of prairie, mesic flatwoods, oak hammock and marshes. It will also lead to the crossroads of the oil well road and the south easement road. Traveling south on this easement road will lead to the southwestern most multi-use trails which are approximately 2.5 miles in length. The third trail will lead from the main road near the cattle pens north to the primitive camping area in the north central area which will total 2.2 miles round trip. The public will be required to park cars and horse trailers at Conservation Collier Program 79 0 16fl b .„ • • Pepper Ranch Preserve Land Management Plan the visitor center and enter through the north entrance gate or at a designated parking area at the trailheads. Equestrian use at Pepper Ranch Preserve may also require additional amenities such as watering and feeding areas. A small hand pump well may be installed in areas near riding trailheads. Riders are required to show documentation of a negative Coggin's test when they check in at the visitors center. Existing trails and firebreaks will be used as horse- back riding trails and in general are approximately 8-10 feet wide. The majority of the multi-use will not be shared with mountain bikers for safety reasons, however both user groups may have to pass each other on occasion on the main access roads. Signs have been posted to use caution when approaching horses. When horse riders are checked in at the lodge, hikers and bikers will be notified to use caution and to stay on designated trails. All multi-use trails will be maintained by the County and with help from volunteer groups. • Mountain biking trails- There are three main areas where mountain biking (off-road cycling) trails are existing or proposed to be created. They were planned as Phase 1-3. The total length of the proposed trails was approximately 13 miles in length, this includes the main access road, easement road and a small portion of the multi-use trails. These trails have been created in phases.. The majority of the biking trails are very narrow in width and are kept separate from the horseback-riding trails. However, hikers and trail runners may share the mountain biking trails with caution. Two main areas are located in the western portion of the Preserve. The first main area, Phase I, is located in the west center, south of the main road that leads to the oil wells. This was the first completed phase of the biking trails. These trails have been named Panther Pass and Black Bear Berm. This area was formerly harvested of cabbage palms, as a result there were several existing trails that were used to create approximately 4.5 miles of winding singletrack trail through the forested area. Phase 2, which has been named Kite flight is aa 5.5 mile partial perimeter trail that runs along the edges of the pastures and starts from the winding singletrack area in the west central portion of the preserve, and continues north along the pastures to the northern property boundary. It willeventually turn east and will circle back down the multi-use trail past the cattle pens to the main road. It will then follow the main road back to the parking area Approximately, one-third of this trail has been created. USFWS is requiring that this trail continuation only be created along the edges of the forest and that no new trails are cut into the woods. They are requiring this as part of the future Florida Panther Conservation Easement. • The third possible area or Phase 3, was planned to be created in the extreme southwest area, west of the easement road. This would have been a 2 mile winding singletrack loop trail in the center of the existing Sunflower Trace horseback riding trail. This potential trail has been denied by the USFWS due to the future Panther Conservation Easement. Conservation Collier Program 80 0 6 . 1611 Pepper Ranch Preserve Land Management Plan f."\ Trails have been and will continue to be created according to the International Mountain Biking Standards (IMBA) and the majority of the trails will be narrow single-track trails created and maintained by the use of hand tools such as a weed cutter and loppers etc. A local non-profit off-road cycling group called the Florida Mudcutters have been volunteering since 2012 and have created and maintained these trail systems. Helmets must be worn by bikers on these trails at all times. Trails are specifically marked. Special gates may be installed in the future to allow bikers to pass through cattle gates and small bridges/crossovers may need to be built over ditches in the cattle pastures. During rainy season portions of the trails may be closed due to wet conditions. Bikers may park at the main visitor center and ride to the trails or may also park in designated parking areas near the trailheads. The majority of the biking trails are maintained by the user group; however, County staff will determine at what level to assist based on available resources and will attempt to be present on work days to supervise new trail creation. Action Item 6.2 Pepper Ranch Quality Wildlife Management Hunt Program The preserve has been open to the public for hunting since September 2010. Hunting is limited to small game,hogs and turkey. Deer hunting was introduced in the Fall of 2011. The Preserve is closed on Saturday and Sunday during each hunt weekend. Currently, the hog hunts are limited to 10 hunters per weekend, while deer and turkey hunts are limited to 4 hunters per weekend. All hunters have designated hunting zones. The zone /"1 closest to the lake and the structures is limited to archery only(See Appendix 7). Several successful FWC youth hunts have been held each year for kids age 12-17 and at least two are planned to be held each year depending on the continued interest and volunteers. The number of public hunts and youth hunts that will be allowed each year may change when other public uses of the property increase and based on wildlife management determinations and public interest. Action Item 6.3 Recreational Drone Use is Prohibited The use of Unmanned Aerial Vehicles (UAV), for recreational use by the general public is prohibited within the preserve. Drones have been proven to cause stampedes with horses and cattle, they can interfere with prescribed burning and wildfire operations, and they also may infringe on the privacy and safety of preserve visitors. Requests by search and rescue organizations, fire and law enforcement agencies, other governmental and first-response agencies for a scheduled operation of non-recreational UAV on the preserve must be directed through the Division's Administrative Offices. Approval may be given for the purposes of training or reconnaissance through the Division Director. For all other non-recreational requests related to media, land management or research, a permit may be issued on a case by case basis. Each permit application will be adequately evaluated as to the appropriateness of the requested activities and whether the use of a UAV will result in unacceptable impacts to the preserve and visitors. If a /'"'N Conservation Collier Program 81 4 1 6D 6 Pepper Ranch Preserve Land Management Plan permit is issued, it will clearly identify the designated area(s) where the UAV may be operated within the park. The permit will also contain the terms and conditions to ensure safe operation and will mitigate any unacceptable impact to the resources and the public. Users will specifically be advised not to fly them in the bald eagle nesting zone west of the main campground during nesting season, or near cattle or horseback riding areas. Coordination will need to be carried out if riders are on the property. County staff can only enforce drone use when they take off and land on our property. Drones that are flown over the preserve from other properties are under the jurisdiction of the Federal Aviation Administration(FAA). All permitted users should abide by the FAA applicable laws and regulations. GOAL 7:FACILITATE USES OF THE SITE FOR EDUCATIONAL PURPOSES Actions Item 7.1 Develop interpretive signage to educate preserve visitors. On completed trail systems, site-specific signage, including directional signage, has been installed to educate visitors on plant identification and general ecosystem information. Additional smaller trail specific interpretive signs will be placed at the various trailheads. Action Item 7.2 Provide maps and brochures for the public Brochures and trail maps for the preserve outlining the native plant communities, wildlife present, and trail locations will be created by County staff and will be offered to visitors during the check in process. Trail maps may also be available at the specific trailheads. The preserve manager or park ranger will inspect these boxes monthly and will refill the brochures as necessary. GOAL 8:PROVIDE A PLAN FOR SECURITY AND DISASTER PREPAREDNESS Action Item 8.1 Discourage any unauthorized visitation to the preserve at night and identify the hours of operation. A security light and sign designating park hours as sunrise to sunset has been installed at the entrances to the preserve and adjacent landowners will be given an emergency phone number if they detect human activity on the preserve after hours. If problems arise, the Collier County Sheriff's Office and/or FWC currently patrol the area and site on a routine basis. An automatic gate or temporary keypad combination at the entrance allows nighttime access to the preserve to registered campers, law enforcement and staff only. Campers will be advised that the northern public use area is only available for access from dawn to dusk. Action Item 8.2 Enforce regulations prohibiting trash and landscape debris dumping in or near the preserve. Currently, illegal dumping is not occurring on or near the preserve. Monthly property inspections will be conducted to monitor for such activity. Staff will work with the Collier County Sheriffs Office if problems start to arise. Conservation Collier Program 82 0 160 6 Pepper Ranch Preserve Land Management Plan Action Item 8.3 Survey trees along the trail and the perimeter of the property for damage. Staff will routinely monitor the trees along the walking and hiking trails to determine if diseased, weak, or damaged trees/limbs exist and if so remove them to reduce the risk of visitor injury. Due to the length of the proposed trails at Pepper Ranch Preserve this activity will likely require the assistance from volunteers and/or the Department of Corrections work crews, as feasible. Action Item 8.4 Visit the preserve within 48 hours after a major storm event to assess damage. Staff will take photos of damage and fill out appropriate Collier County Risk Management Department or FEMA forms. If damage is extensive, the entire preserve or the affected portions will be closed until public safety hazards are cleared. Action Item 8.5 Promptly clear storm debris from preserve. If necessary, a Collier County emergency debris removal contractor will be contracted as soon as possible after the storm to schedule clean up. Removal of debris and damaged or downed trees along the trail system may be needed. Downed trees and limbs that do not appear to be a public safety hazard will be cleared at the discretion of the Preserve Manager. As much of the hurricane debris as possible will be chipped and retained onsite to be used as mulch for the trails. The preserve will be closed temporarily until the potential hazards are eliminated. Action Item 8.6 Public Safety Response Visitors will be given the phone number to the visitor's center incase of emergency. If a visitor is lost or injured, staff will notify the CCSO and EMS. Staff will attempt to locate the visitor in distress by use of a 4x4 vehicle or UTV until additional help arrives. An AED (automatic electronic defibrillator) is installed in the visitor center to utilize until EMS arrives. A helicopter can land close to the visitor center and the mountain bike trailhead parking area if needed. Designated landing spots will be mapped and given to EMS for future use. GOAL 9: PROVIDE PRELIMINARY PANTHER HABITAT UNIT(PHU) CALCULATIONS AND A DRAFT MONITORING PLAN PER USFWS REQUIREMENTS FOR AN ONSITE PANTHER CONSERVATION BANK A panther conservation bank on a portion of Pepper Ranch Preserve would create an inter-departmental partnership for Collier County. The mitigation or PHU's generated by the execution of a Conservation Easement held by a non-profit third party would be utilized for offsetting the panther impacts from Collier County transportation and other public works projects while providing the funding necessary to manage the preserve. Conservation Collier Program 83 O 61 6 El r Pepper Ranch Preserve Land Management Plan The information provided below in Action Items 9.1 and 9.2 is meant to provide the basis necessary to allow for the commencement of preliminary discussions with all stakeholders involved in a potential future bank. Action Item 9.1 Provide Panther Habitat Unit calculations for the area of Pepper Ranch Preserve proposed for a Panther Conservation Bank. Table 11 provides the calculations for the panther habitat units (PHU) for Pepper Ranch Preserve lands that are outside of Stewardship Sending Area 7 (SSA 7). The calculations are based on baseline conditions at the preserve using September 2012 USFWS habitat suitability scores. Conservation Collier Program 84 1606 Pepper Ranch Preserve Land Management Plan Table 11: Panther Habitat Unit Calculations excluding SSA 7-Pre Restoration FLUCFCS Area USFWS USFWS Habitat Type Code FLUCFCS Description (acres) Assigned PHU's PHU Value Pine forest 411 Pine flatwoods 149.89 9.5 1,423.95 Hardwood-Pine 434 Oak,slash pine,cabbage palm 180.35 9.3 1,677.26 Cypress swamp 621 Cypress 0.72 9.2 6.64 630 Wetland forested mix 23.81 9 214.31 6151 Red maple swamp 76.47 9 688.26 Hardwood swamp 6152 Pop ash swamp 2.69 9 24.21 6162 Pond apple depression 0.71 9 6.41 Shrub swamp/brush 631 Shrub wetland 4.38 5.5 24.07 Improved pasture 211 Improved pasture 549.67 5.2 2,858.28 641 Freshwater marsh 29.55 4.7 138.90 Marsh/Wet Prairie 643 Wet prairie 2.10 4.7 9.85 743 Spoil 1.24 3 3.72 3109 Upland prairie,disturbed 3.73 3 11.19 3209 Upland shrub,disturbed 3.56 3 10.69 4119 Pine flatwoods,distrubed 40.80 3 122.39 ""` 4349 Oak,slash pine,cabbage palm,disturbed 0.002 3 0.01 6189 Willow/shrub wetland,distrubed 5.44 3 16.31 6419 Freshwater marsh,disturbed 27.21 3 81.64 8146 Primitive trail 1.51 3 4.53 4119E1 Pine flatwoods,disturbed,exotics 5-24% 3.39 3 10.18 4349E1 Oak,slash pine,cabbage palm,disturbed,exotics 5- 68.73 3 206.19 24% Barren/Disturbed Lands 6169E1 Pond apple,laurel oak,cabbage palm,disturbed, 0.83 3 2.49 exotics 5-24% 6319E1 Shrub wetland,disturbed,exotics 5-24% 4.72 3 14.17 6419E1 Freshwater marsh,disturbed,exotics 5-24% 70.00 3 210.00 4119E2 Pine flatwoods,disturbed,exotics 25-49% 1.24 3 3.71 4349E2 Oak,slash pine,cabbage palm,disturbed,exotics 25- 8.86 3 26.57 49% 6319E2 Shrub wetland,disturbed,exotics 25-49% 0.09 3 0.26 6419E2 Freshwater marsh,disturbed,exotics 25-49% 26.19 3 78.57 6439E2 Wet prairie,disturbed,exotics 25-49% 7.50 3 22.50 6419E3 Freshwater marsh,disturbed,exotics 50-74% 3.46 3 10.37 743E4 Spoil,exotics 75-100% 8.16 3 24.47 4119E4 Pine flatwoods,disturbed,exotics 75-100% 3.69 3 11.06 Conservation Collier Program 85 0 ,. 1606 6 Pepper Ranch Preserve Land Management Plan USFWS �� Area USFWS Habitat Type FLCode S FLUCFCS Description (acres) Assigned PHU's PHU Value 422 Brazilian pepper,non-hydric 0.40 3 1.20 6192 Brazilian pepper,hydric 0.84 3 2.53 Exotic/Nuisance Plants 437 Australian pine 1.16 3 3.47 428E1 Cabbage palm,exotics 5-24% 1.14 3 3.41 428E3 Cabbage palm,exotics 50-74% 3.29 3 9.86 180 Campground 11.86 0 - Urban 700 Cattle Dipping Vat Remediation Area 1.02 0 - 8145 Shell road,graded and drained 14.31 0 - 512 Ditches 24.92 0 - Water 512E4 Ditches,exotics 75-100% 0.66 0 - 742 Borrow pond 0.78 0 - Dry prairie with 14.5% 310E1 Upland prairie,exotics 5-24% 35.11 6.3/3 204.42 exotic plant coverage Dry prairie with 37% 310E2 Upland prairie,exotics 25-49% 4.01 6.3/3 20.36 exotic plant coverage Hardwood Forest with 14.5%exotic plant 427E1 Oaks,exotics 5-24% 1.57 9/3 12.73 coverage Hardwood Swamp with 14.5%exotic plant 630E1 Wetland forested mix,exotics 5-24% 1.80 9/3 14.61 �,, coverage Shrub swamp/brush with 14.5%exotic plant 631E1 Shrub wetland,exotics 5-24% 1.35 5.5/3 6.91 coverage MarshNVet Prairie with 14.5%exotic plant 641E1 Freshwater marsh,exotics 5-24% 83.40 4.7/3 371,43 coverage MarshNVet Prairie with 37%exotic plant 641 E2 Freshwater marsh,exotics 25-49% 17.26 4.7/3 70.27 coverage MarshNVet Prairie with 62%exotic plant 641 E3 Freshwater marsh,exotics 50-74% 1.27 4.7/3 4 62 [ coverage TOTAL 1,516.84 8,669.0 To determine the amount of PHU's that could be available for mitigation,the above calculations were performed based on site conditions pre restoration. USFWS has informed County staff that credit will only be given for restoration outside of the scope of this management plan. Control of invasive, exotic vegetation and prescribed fire will not result in additional PHU credits. The Preserve, excluding SSA 7, could provide approximately 8,669.0 PHUs. These preliminary PHU calculations are based on current (September 2012)USFWS habitat suitability scores and are subject to review and final approval by USFWS. Conservation Collier Program 86 0 4s 16 0 6 Pepper Ranch Preserve Land Management Plan Action Item 9.2 Provide a draft Monitoring Plan per USFWS requirements for the area of Pepper Ranch Preserve proposed for a Panther Conservation Bank. With the establishment of a panther conservation bank the USFWS requires a monitoring plan for the lands within the designated bank to ensure the bank continues to meet its success criteria in perpetuity. Below is a draft monitoring plan for the creation of a possible panther conservation bank at Pepper Ranch Preserve. Monitoring Baseline monitoring will be completed by a consultant within 60 days of approval of the Bank by the Service and a baseline monitoring report will be forwarded to Service staff in Vero Beach within 45 days of the monitoring event. Time-zero monitoring will be completed within 60 days of the completion of initial prescribed fires. As with the baseline monitoring report, the time-zero monitoring report will be forwarded to Service staff in Vero Beach within 45 days of the monitoring event. Annual monitoring will begin 12 months following the time-zero monitoring event and continue for a total of five years. Annual monitoring reports will be forwarded to Service staff in Vero Beach prior to January 31 each year. If, at the end of five years of monitoring, the Bank has reached success criteria, monitoring will be conducted once every five years to ensure that success criteria are met in perpetuity. If success criteria are not met, annual monitoring will continue until they are achieved. A summary of the reporting schedule can be found in Table 15. Table 12: Monitoring and Reporting Schedule for Panther Conservation Bank Report Monitoring Implemented Delivery Baseline Monitorin: Within 60 Da s of A. roval 45 da s Time-Zero Monitorin: Within 60 Da s of Initial Restoration 45 da s Annual Monitoring Year 1 12 Months After Time-Zero 45 days Monitorin: Annual Monitorin: Year 2 1 Year from Previous Re•ort MEER Annual Monitorin: Year 3 1 Year from Previous Re•ort Annual Monitorin: Year 4 1 Year from Previous Re•ort Annual Monitorin: Year 5 1 Year from Previous Re•ort Janu. 31 Five-Year Monitoring 5 Years from Previous Report January 31 ear 10 IESIZEMEMMIE 5 Years from Previous Re•ort Janu. 31 In addition to the information outlined below, the monitoring report will include a general overview of the land management activities (i.e. prescribed burns, exotic vegetation maintenance, pasture restoration activities, etc.) conducted since the previous monitoring report and planned maintenance and management activities during the next period. Conservation Collier Program 87 160 6 Pepper Ranch Preserve Land Management Plan Vegetation Monitoring: Permanent monitoring transects will be established during the baseline monitoring event and located throughout the site to include a thorough representation of the various habitats onsite. Three vegetative strata will be sampled along each transect and will be representative of habitat types throughout the site. These strata are: overstory [plants greater than four inches diameter breast height (DBH)], understory (plants greater than four inches DBH and greater than three feet in height), and ground cover(all non-woody plants and woody plants less than three feet in height). The overstory and understory vegetation will be sampled in 10 m2 plots and the ground cover vegetation will be sampled in 1m2 plots along each monitoring transect. Panoramic photographs will be taken at the beginning of each transect to provide physical documentation of the condition and appearance of the property as well as any changes taking place. The panoramic photographs will be included in each monitoring report. For the overstory and understory strata, the relative canopy closure for each species will be recorded. Average shrub height will be recorded for all species identified in the understory stratum. Percent coverage and average height for all saw palmetto will be recorded for plots located within habitats with saw palmetto. The percent cover of groundcover species and bare ground will be estimated for the herbaceous study plots along each transect. Exotic and nuisance vegetation coverage within the plots will be recorded. Survival rate evaluations will occur throughout the site to include a thorough representation of the various habitats onsite. There will be a maximum of 17 transects with a total of 51 sample plots. Exotic and Nuisance Species Monitoring: In addition to the permanent monitoring transects, existing disturbed areas, such as fence lines, fire breaks, and primitive roads / trails, will be surveyed annually, using the FWC protocol, by vehicle and meandering pedestrian transects to assess the site for the presence and percent coverage of exotic vegetation species. Following the annual exotic vegetation surveys, an exotic vegetation map will be prepared illustrating the locations of exotic and nuisance vegetation in need of corrective action. The map will be provided to the County contractor annually to ensure timely and effective treatment. Wildlife Utilization: Spotlight transect surveys will be utilized to census white-tailed deer due to the large acreage of open habitat within the Preserve, density of forested habitat, and the available roads and trails. For each transect the spotlighting visibility will be estimated once per season, before conducting the spotlight census. The spotlighting visibility will be calculated as the acreage of habitat perpendicular to each transect which can be surveyed for white-tailed deer. Visibility will be dependent on the density and height of vegetation and also the terrain. Two hundred yards will be the maximum distance from which visibility will be quantified and white-tailed deer will be censused. Visibility stations will be placed every 0.10 miles along and at the beginning and end of each transect. At each visibility station a one-million candle power spotlight will be used to illuminate the habitat perpendicular to both sides of each transect. A Bushnell Laser Range Finder Sport 450 will be used to determine the distance, in yards, to the nearest obstruction which would deter viewing a deer on either side of each transect. The laser range finder will Conservation Collier Program 88 161J 6 Pepper Ranch Preserve Land Management Plan have an accuracy of+1- one yard. The spotlighting visibility per transect and cumulative spotlighting visibility will be calculated as the acreage of visibility. Spotlight transect surveys will begin one-half hour after sunset. The deer spotlight census will follow the methodology described by Mitchell (1986). Six transects will be surveyed in order during each census and each transect will be surveyed without interruption until completed. All census data for each transect will be recorded on a separate data sheet. The data recorded will include: transect number, official sunset, date, time survey began, time survey ended, temperature,wind direction, average wind speed,percent cloud cover, name of personnel, number of bucks, number of does, number of fawns, and number of unknown deer. A minimum of four personnel will be utilized for each of the spotlighting censuses: one driver, one data recorder, and two spotlight observers. A four-wheel drive pickup truck will be utilized for each census and the spotlight observers will be stationed in the bed of the pickup. For each transect the vehicle will be driven at 5-10 mph and each spotlight observer will scan the habitat on their side of the vehicle with a one-million candle power spotlight. If a deer is observed the vehicle will briefly stopp and the spotlight observer will use binoculars to identify the age and sex of each deer observed. For each group of deer the spotlight observers will classify each deer as either buck, doe, fawn, or unidentified. A group will consist of one single deer by itself or more than one deer grouped together; and the grouping of deer will be subjective -meaning the spotlight /"" observer will determine how deer in an area are grouped. Sex and age will be recorded for each deer only if all the deer in that group can be sexed and aged. If one deer in the group cannot be identified, then all the deer in the group will be classified as unidentified in order to reduce bias when estimating the total number of bucks, does, and fawns on the Preserve. The annual wildlife monitoring reports will include the following information: • Results of the annual spotlight survey. • A brief description of work performed since the previous report (if applicable) along with a discussion of any modifications to the survey methodology. • A list of all wildlife species observed during the survey. • Direct evidence (i.e., tracks, scat, visual sightings, and rub trees) of panther prey species observed during each sampling period. • Hunt harvest data(if applicable). Regular and periodic observations of wildlife will be made during all monitoring events and other site visits by qualified ecologists. This will consist of recording evidence and signs of wildlife (i.e., direct sightings, vocalizations, burrows, nests, tracks, droppings, etc.). The number of white tailed deer, feral hog, and panther observations at the site will be recorded during each monitoring event and included in the annual reports. /"\ Conservation Collier Program 89 1613 Pepper Ranch Preserve Land Management Plan 4.5 Establish an Operational Plan for the Pepper Ranch Preserve This section provides management recommendations for operation of the Pepper Ranch Preserve. It discusses maintenance and budgeting needs, the possibilities for contracting the restoration activities, coordination and other management issues. 4.5.1 Maintenance Initially, the primary maintenance activities for the preserve includes invasive exotic species control and trail maintenance and site security. Particularly important are the security measures to prevent trespassing and to maintain the signage and fencing (where installed) in good condition. Signs that effectively convey the desired message provide an opportunity for increasing environmental education and awareness. Significant maintenance activities will be necessary for the upkeep of all public facilities including but not limited to the trailheads/parking areas, visitor center, campgrounds, boardwalks, restrooms and interpretive signage. 4.5.2 Estimated Annual Costs and Funding Sources Preliminary budget estimates for Pepper Ranch Preserve include cost breakdowns associated with resource restoration and management. The funding source identified for the restoration and management activities is the Conservation Collier Program Management Trust Fund. Grants will be sought to supplement existing management funds particularly for the areas within SSA 7. Staff utilizes the Collier County Sheriff's Department weekend work programs and the Civil Citation program for certain labor projects and may also separately involve the County Scout programs and volunteers for trail maintenance and enhancement. The budget in Table 13 represents the actual and unmet budgetary needs for managing the lands and resources of the preserve over ten years. The table shows the actual costs of land management activities, construction costs since acquisition and the estimated costs over the next 3 years. . This budget was developed using data from Conservation Collier and other cooperating entities, and is based on actual costs for land management activities, equipment purchases and maintenance, and for development of fixed capital facilities. The budget considers available funding and is consistent with the direction necessary to achieve the goals and objectives for Pepper Ranch Preserve. In August of 2017, a thorough building assessment was conducted by engineers and building inspectors on all the structures on the property. It was determined that several structural issues need to be addressed to maintain the historical visitor center and pole barns. Maintenance on these structures has been budgeted for in the fical year 2017-18. However, after much deliberation, staff has decided that the cottage/caretaker's home will have to be torn down. It has had major structural issues since we purchased the property, and the cost to continue to mitigate these ongoing problems will be excessive. A concrete pad will be installed at the north end of the campground with a full hook-up to allow a campground host to reside there during the months that the preserve is open. Decisions will have to be made in the future on whether or not to also install a manufactured home on the property for an enforcement officer to live in. Conservation Collier Program 90 16D 6 S v1 0 N CD CD O ul LD 00 00 0 00 V N 00 in O Ll c-I N CD In M N or N Cra O Mo V 00 N 00 O 01 LO LO N 00 c-1 V ti N O N M N 00 C' N In 01 N l0 M Ol .--1 M c-1 01 O lD 1N 1' 0 ly,I _ N Ln-I 01 M M l0 N IOn 0 00 0p0p N M .-i LO V N cti N .-I 1A 0 ,� _ N ct N c-1 V} N N ul M. 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Z ,,,� ccDoppw2cepxwwaawUocOczwwpcZQfO del . co co U U U ❑ w LL w w L.L J J J J G G ¢ O 0- 0_ ✓1 H > > -k * -k U 0 1 i\ 160 6 Pepper Ranch Preserve Land Management Plan 4.5.3 Potential for Contracting Restoration and Management Activities by Private Vendors A significant number of management operations and restoration activities on the Pepper Ranch Preserve can be considered for outsourcing. Restoration and management activities that can be considered for outsourcing to private entities are listed in Table 14. Table 14: Potential Contracting for Restoration and Management Activities Activity Approved Conditional Rejected Prescribed fire and/or mechanical treatment application X Minor fireline installation X Fireline,fence and trail maintenance X Fence installation X Plant and wildlife inventory and monitoring X Listed species mapping and needs assessment X Restore/enhance encroachment and ruderal areas X Reduce exotic species X Literature development and printing X Interpretive signs development and installation X Trail installation X Parking Area construction X Law enforcement and patrol X Conservation Collier Program 92 16 0 6 Pepper Ranch Preserve Land Management Plan 5.0 LITERATURE CITED Abrahamson, W. G., and D. C Hartnett. 1990. Pine flatwoods and dry prairies. Pages 103-149 in R. L. Myers and J. J. Ewel editors. Ecosystems of Florida. University of Central Florida Press; Orlando, Florida. Brown, P.M. 2002. Wild Orchids of Florida. Gainesville: The University Press of Florida. 409 p. Bush,C.S.,and J.F.Morton. 1969.Native Trees and Plants for Florida Landscaping.Pages 8-9. Florida Department of Agriculture and Consumer Services. Campbell K. M. 1990. Soil survey of Collier County area Florida. USDA, Natural Resources Conservation Service; Washington, D.C. Campbell, T. 2001. The brown anole. Institute for Biological Invaders: Invader of the Month. University of Tennessee, Knoxville, TN. Available from http://invasions.bio.utk.edu/invaders/sagrei.html (accessed November 2007). Campbell, T. S. 1996. Northern range expansion of the brown anole, Anolis sagrei, in Florida and Georgia. Herp. Review 27:155-157. /-*•\ Campbell, T. S. 2000. Analyses of the effects of an exotic lizard (Anolis sagrei) on a native lizard (Anolis carolinensis) in Florida, using islands as experimental units. Ph.D. Dissertation,University of Tennessee, Knoxville, TN. Coates, S. F., M. B. Main, J. J. Mullahey, J. M. Schaefer, G. W. Tanner, M. E. Sunquist, and M. D. Fanning. 1998. The coyote (Canis latrans): Florida's newest predator. University of Florida Cooperative Extension Service Document WEC124. 5pp. University of Florida, UF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/pdffiles/UW/UW12700.pdf (accessed November 2007). Cobb, B.,E. Farnsworth, C. Lowe. 2005. Ferns of Northeastern and Central North America.New York: Houghton Mifflin Company. 417 p. Endangered Species Act. US Code Title 16 Chapter 35 § 1532 (19) (1973). Available from http://www.fws.gov/Endangered/pdfs/esaall.pdf eFloras. Flora of North America. Available from http://efloras.org/florataxon.aspx?flora_id=1&taxon_id=233500308 (accessed December 2009) Conservation Collier Program 93 (E) 1613 6 Pepper Ranch Preserve Land Management Plan Fairbank, P. and S. Hohner. 1995. Mapping recharge (infiltration and leakage) throughout the South Florida Water Management District. Technical publication 95-20 (DRE #327). SFWMD,West Palm Beach, Florida. Federal Endangered Species Act of 1973, as amended, Pub. L. No. 93-205 (87 Stat. 884). Florida Department of State(FDOS). 2006. Aerial Photography of Florida, a State University System of Florida PALMM Project. Available from http://web.uflib.ufl.edu/digital/collections/flap/Counties/index.html(accessed on December 2009). Florida Department of Transportation 1999. Florida Land Use and Cover Forms Classification System(FLUCFCS). Florida Exotic Pest Plant Council (FLEPPC). 2009. List of Florida's invasive plant species. Florida Exotic Pest Plant Council.Available from http://www.fleppc.org/list/091ist.htm(accessed December 2009). Florida Fish and Wildlife Conservation Commission(FWC). 1999-2010. Species information—coyote. Available from http://www.myfwc.com/WILDLIFEHABITATS/SpeciesInfo_Coyote.htm (accessed on December 2009). Florida Fish and Wildlife Conservation Commission (FWC). 2003. Florida's breeding bird atlas: A collaborative study of Florida's birdlife. http://www.myfwc.com/bba/ (accessed December 2009). Florida Fish and Wildlife Conservation Commission(FWC). 2007. The Coyote in Florida: Compiled by Walter McCown and Brian Scheick. Fish and Wildlife Research Institute. Available from http://www.myfwc.com/docs/WildlifeHabitats/CoyoteWhitePaperFinal.pdf (accessed July 2010) Florida Fish and Wildlife Conservation Commission(FWC). 2009. Standard Exotic Plant Survey Protocol. Tallahassee, Florida. Florida Fish and Wildlife Conservation Commission(FWC). 2009. Florida's Endangered Species,Threatened Species, and Species of Special Concern. Available from http://www.myfwc.com/docs/WildlifeHabitats/Threatened_Endangered_Species.pdf (accessed on December 2009). Florida Natural Areas Inventory (FNAI) and Florida Department of Natural Resources (FDNR) 1990. Guide to the Natural Communities of Florida. Florida Natural Areas Inventory and Florida Department of Natural Resources. Conservation Collier Program 94 CA () 1613 6 Pepper Ranch Preserve Land Management Plan Florida Natural Areas Inventory (FNAI). Natural Communities. Tallahassee (FL). Available from: http://fnai.org/pdf/MAxCounty 201703.pdf (accessed August2017). Gann, G. D., K. A. Bradley, and S. W. Woodmansee. 2002. Rare Plants of South Florida: Their History, Conservation, and Restoration. The Institute for Regional Conservation. Miami, Florida. Giuliano, W. M., and G. W. Tanner. 2005. Control and management of wild hogs in Florida. Department of Wildlife Ecology and Conservation Publication WEC 192. 7pp. Florida Cooperative Extension Service, Institute of Food and Agricultural Sciences (IFAS), University of Florida. Available from http://edis.ifas.ufl.edu/UW221 (accessed December 2007). Giuliano, W. M., and G. W. Tanner. 2005. Ecology of wild hogs in Florida. Department of Wildlife Ecology and Conservation Publication WEC 191. 7pp. Florida Cooperative Extension Service, Institute of Food and Agricultural Sciences (IFAS), University of Florida. Available from http://edis.ifas.ufl.edu/UW220 (accessed December 2007). Humphrey, S.R. 1992. Florida black bear. Pp. 265-275. In S.R. Humphrey (ed.), Rare and Endangered Biota of Florida, Mammals. University of Florida, Gainesville, FL. Humphrey, S.R. and P.G.R. Jodice. 1992. Big Cypress fox squirrel. Pp. 224-233. In S.R. Humphrey (ed.), Rare and Endangered Biota of Florida, Mammals. University of Florida, Gainesville, FL. Kale HW II and Maehr DS. 1990. Florida's Birds: A Handbook and Reference. Sarasota: Pineapple Press. 288 p. Kushlan, J. A. 1990. Freshwater marshes. Pages 324-363 in R. L. Myers and J. J. Ewel editors. Ecosystems of Florida. University of Central Florida Press; Orlando, Florida. Langeland, K. A., and R. K. Stocker. 2001. Control of non-native plants in natural areas of Florida. University of Florida Cooperative Extension Service Document SP 242. 34pp. University of Florida, UF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/pdffiles/WG/WG20900.pdf(accessed January 2010). Langeland,K. A.,D. W. Clark,R. K. Stocker,and G. E. MacDonald. 2003. Evaluation of Foliar Applied Herbicides for Control of Christmas Senna. In Wildland Weeds. Winter 2009. Available from http://www.se- eppc.org/wildlandweeds/pdf/Winter2003-Langeland-pp 13-14.pdf (accessed January 2010). /"'1 Conservation Collier Program 95 • 16116 Pepper Ranch Preserve Land Management Plan Langeland, K. A. 2008. Natural area weeds: distinguishing native and non-native "Boston ferns" and "sword ferns" (Nephrolepis spp.). University of Florida Cooperative Extension Service Document SS-AGR-22. 7pp. University of Florida, OF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/pdffiles/AG/AG12000.pdf(accessed January 2010). Larson, B. C., J. H. Frank, G. M. Allen, M. B. Main. 2006. Florida's native bromeliads. University of Florida Cooperative Extension Service Circular 1466. 1Opp. University of Florida, OF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/UW205 (accessed November 2007). Lee, J. C. 1985. Anolis sagrei in Florida: phenetics of a colonizing species I. Meristic characters. Copeia 1985:182-194. Lodge, T. E. 2005. The Everglades handbook - Understanding the Ecosystem. 2nd edition. CRC Press,Boca Raton,FL. Liudahl, K., D.J. Belz, L. Carey, R.W. Drew, S. Fisher, and R. Pate. 1990. Soil Survey of Collier County Area Florida. USDA, Natural Resources Conservation Service; Washington, D.C. Mazziotti, F. J. 2002. Wood Storks (Mycteria Americana). Wildlife Ecology and Conservation Department, Florida Cooperative Extension Service document SSWIS12. 2pp. University of Florida, OF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/UW065 (accessed December 2009). Miller J. A. 1986. Hydrogeologic framework of the Floridan Aquifer System in Florida and in parts of Georgia, Alabama, and South Carolina. United States Geological Survey Professional Paper 1403-B. United States Government Printing Office, Washington, D.C. Natural Resource Conservation Service (NRCS). 2003 Feb. Conservation Practice Standard Prescribed Burning. Field Office Technical Guide Section IV. (FL): Code 338. 7 p. Nelson, G. 2000. The ferns of Florida: a reference and field guide. Pineapple Press, Sarasota, FL. Oaks, R. Q. and J. R. Dunbar. 1974. Post Miocene stratigraphy of the Central and Southern Atlantic Coastal Plain. Utah State University Press, Logan,Utah. n Conservation Collier Program 96 CA 1 6 0 6 Pepper Ranch Preserve Land Management Plan /"\ Schwartz, A. and R. W. Henderson. 1991. Amphibians and reptiles of the West Indies: descriptions, distributions, and natural history. University of Florida Press, Gainesville. Scott, T. M. 1988. Lithostratigraphy of the Hawthorne Group (Miocene). Florida Geological Survey Bulletin No. 59,Tallahassee, Florida. Stokes, C. 2009. From Crop to Weed — Natalgrass in Florida. Pp. 8-9. In Wildland Weeds. Summer 2009, Volume 12, Number 3. Florida Exotic Pest Plant Council. Gainesville, FL. Thornton, D. H., M.E. Sunquist, M.B. Main 2004. Ecological Separation within Newly Sympatric Populations of Coyotes and Bobcats in South Central Florida. Journal of Mammalogy 85(5) 973-982. United States Department of Agriculture (USDA)/Soil Conservation Service. 1984. Soil Survey of Collier County. United States Department of the Interior(USDI). 2004. U.S. Geological Services historic aerial photo web page available from http://sofia.usgs.gov/publications/ofr/02- 327/htm/imagedir.htm(accessed on December 2009). United States Fish and Wildlife Service (USFWS). 1999. Mesic temperate hammocks. South Florida multi-species recovery plan — a species plan...an ecosystem approach. USFWS Southeast Region, Compact Disk. United States Fish and Wildlife Service (USFWS). 1999. Mesic flatwoods. South Florida multi-species recovery plan — a species plan...an ecosystem approach. USFWS Southeast Region, Compact Disk. United States Fish and Wildlife Service(USFWS). 2009. Federally listed species list available from http://www.fws.gov/endangered/wildlife.html#Species (accessed on December 2009). Wade D. D., and J. D. Lundsford. 1989. A guide for prescribed fire in southern forests. National Wildfire Coordinating Group. Technical Publication R8-TP 11. 56 p. Available from: National Interagency Fire Center, ATTN: Supply, 3833 S. Development Ave.,Boise, ID 83705. Order NFES #2108. Wunderlin, R. P., and B. F. Hansen. 2008. Atlas of Florida vascular plants. [S.M. Landry and K.N. Campbell (application development), Floirda Center for Community Design and Research]. Institute for Systematic Botany, University of South Florida, Tampa. Available from http.//www.plantatlas.usf.edu/. n Conservation Collier Program 97 CC) 160 6 Pepper Ranch Preserve Land Management Plan Appendix 1 Pepper Ranch Preserve Legal Description Conservation Collier Program 98 CAS 1606 . t E� p� 1.i S S 1:1.g'y 411.. s ;*, [t 3 is i 3!!!1.g1 i ( I a 11 P ; is , T tIr a,a_Vin iii gg I T i i I ; I: ;: 0C� = s 11 . 0 n.g -ie l'" a a; Oil , TTI i T€ i2 T J s 3a $ tag41 *Ia =n rE .EeI I ide e gg i, ii€ ! _ iT.i 9 i t[#z irk i 1k :144;11 lq;!.; t d 4 .;. w :i Se zi r r�,ae;. e s i i t t_!: ( T zJ > 'i Ti I i Ti is^ a , ei#/ing 14, pto S taiz- iiii! lint! 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R 2 W , c. r Yqq t e mxL..- 2 oPh.131 411 0 0 1 6 0 6 Appendix 2 Florida Land Use, Cover and Forms Classification System Designations for Pepper Ranch Preserve — (2'x3' map) (Same as map on page 22 only larger) 160 6 Appendix 3 Florida Natural Areas Inventory Designations for Pepper Ranch Preserve — (2'x3' map) (Same map as on Page 24 only larger) 0 1 6 D 4 6 Appendix 4 Floristic Inventory of Pepper Ranch Preserve cos 160 6 Appendix 5 Management Unit Map of Pepper Ranch Preserve 0 160 6 ,...... ........„ ..„. ,iii ,,,,, L . ,_- ,1<,.7 , mit a „,A , 4( Y r as >t a... +€ `i,;' .�.' a 1.4 =I �'�,.r S it . �:: - = . * *----g ii=., . ..,.,..4„..;_,:., 2 .$ ii g 9 r4 E C wt C,3s Lx __ �' ,.,t �k'a. �,fp3 � LI " f W 1 < [2_111. z ' ce w ;- S i'� w G C 160 6 Appendix 6 Cattle Lease 0 1606 1 10 Cattle Lease Lease# CC — 102 LEASE AGREEMENT THIS LEASE AGREEMENT entered into this oi-T An day of /"Ia./ ,2014,between LAKE TRAFFORD RANCH,LLLP, a Florida limited liability limited partnership, by its undersigned General Partners. whose address is 719 Hickory Rd.,Naples, Florida 34108, hereinafter referred to as "LESSEE", and COLLIER COUNTY,a political subdivision of the State of Florida,whose mailing address is 3299 Tamiami Trail East,Naples, Florida 34112,hereinafter referred to as"LESSOR". WITNESSETH In cot ideration of the mutual covenants contained herein,and other valuable consideration,the parties agree as follows: ARTICLE I. Demised Premises and Use LESSOR hereby leases to LESSEE and LESSEE hereby leases from LESSOR Two Thousand Two Hundred ninety three(2,293)acres of property described in Exhibit"A,"which is attached hereto and made a part of this Lease, hereinafter called the"Demised Premises,"situated in the County of Collier and the State of Florida, for the sole purpose of cattle grazing and incidental activities that are directly related to beef cattle production. All animal husbandry principles and practices applicable to the property and efficient use of grazing resources shall be followed at all times. The LESSEE shall be responsible for the establishment and implementation of sound grazing practices based on the best management guidelines of the U.S. Department of Agriculture's National Resources Conservation Service. Consistent with its status as a tenant the LESSEE will have exclusive use and possession of the Demised Premises,however,the LESSOR may,as specified below:(i)alter its boundaries and/or(ii)make use of portions of it for hunting,public access,and other activities consistent with the Conservation Collier program,as described below in this Article 1 and in Article 16(e)and(f). LESSOR'S use shall not,however,interfere with LESSEE'S permitted use of the Demised Premises,nor cause LESSEE'S use,as permitted,nor expose LESSEE to liability to third parties based on the use that LESSOR is permitted to make of the Demises Premises. This LEASE AGREEMENT may be amended from time-to-time in order to change the size of the Demised Premises as necessary to accomplish the goals,policies,and objectives of the Conservation Collier Implementation Ordinance(Ordinance 02-63,as amended). LESSOR'S representative(e.g.,Real Estate Services Staff)shall advise LESSEE,in writing,of its intent to recommend that LESSOR amend this LEASE AGREEMENT. Any Such change shall only be effective not less than ninety(90)days after it is executed by the Board of County Commissioners. ARTICLE 2. Term of Lease LESSEE shall have and hold the Demised Premises for a term of five(5)years,commencing on the date LESSOR executes this Lease. LESSEE is granted the option,provided LESSEE is not in default of any of the terms of this Lease,to renew same for two(2)additional terms of one(1)year,under the same terms and conditions,except as to the rental amount,as provided herein,by giving written notice of LESSEES intention to do so to the LESSOR not less than thirty(30)days prior to the expiration of the leasehold estate hereby created. LESSOR reserves the right to deny LESSEE,in writing,of any renewal tens. Both LESSOR and LESSEE reserve the right to terminate this lease,without cause,by providing the other party with at least thirty(30)days written notice to the address set forth in ARTICLE 14 of this Lease. 1 • 160 6 110 LESSEE and LESSOR reserve the right to terminate this Lease,with cause,upon default by the other party as described in Article 12 and in Article 13,after any cure or grace period during the entire temi of this Lease,by providing the other party with thirty(30)days written notice to the address set forth in ARTICLE 14 of this Lease Upon termination of this Lease by either party,LESSEE will have ninety(90)days to make arrangements to remove the existing cattle,during which ninety(90)days the cattle must remain. LESSOR will remit to LESSEE any prepaid and unearned rent for any period that exceeds(60)days after such 90 days.During the ninety(90)day period that LESSEE remains in possession after termination,LESSEE shall continue to have said mowing obligations as described in Article 3 or may pay rent prorated at the amount described in Article 12,however,LESSEE shall not be liable for any interest thereon as described in said Article 12. Such mowing or rent obligations shall cease when LESSEE vacates the Demised Premises. All notices shall be effective upon placement of the notice in an official depository of the United States Post Office, Registered or Certified Mail,Postage Prepaid. ARTICLE 3. Rent LESSEE hereby covenants and agrees to pay as rent the annual sum of Twenty-four Thousand Two Hundred Dollars and No Cents($24,200.00)for grazing up to Two Hundred(200)Animal Units within the Demised Premises plus One Hundred Twenty-one Dollars and No Cents($121.00)for each additional Animal Unit. Annual payment to the County shall be accompanied by a certification stating the number and age class of Animal Units being grazed on the land parcels. Said annual rent shall be paid in full upon thirty(30)days from the date in which this Lease is executed by the LESSOR. LESSEE will also be responsible for the payment of additional rent as provided for in ARTICLE 5 of this Lease. In the event LESSEE elects to renew this Lease,as provided for in ARTICLE 2,the rent set forth in ARTICLE 3 shall be increased utilizing the method outlined in ARTICLE 4. ARTICLE 4. Renewal Term Rent In the event LESSEE elects to renew this Lease,as provided for in ARTICLE 2,the rent set forth in ARTICLE 3 shall be increased for each ensuing one (1) year renewal term by five (5) percent from the previous year, compounded. ARTICLE 5. Modifications to Demised Premises Prior to making any changes,alterations,additions or improvements to the Demised Premises,LESSEE will provide to LESSOR all proposals and plans for alterations, improvements, changes or additions to the Demised Premises for LESSOR'S written approval, specifying in writing the nature and extent of the desired alteration, improvement, change, or addition, along with the contemplated starting and completion time for such project. LESSOR,or its designee,will then have sixty(60)days within which to approve or deny in writing said request for changes,improvements,alterations or additions.LESSOR shall not unreasonably withhold its consent to required or appropriate alterations,improvements,changes or additions proposed by LESSEE.If after sixty(60)days there has been no response from LESSOR,or its designee,to said proposals or plans,then such silence shall be deemed as a denial to such request to LESSEE. LESSEE covenants and agrees in connection with any maintenance, repair work, erection, construction, improvement, addition or alteration of any authorized modifications, additions or improvements to the Demised Premises, to observe and comply with all then and future applicable laws, ordinances, rules, regulations, and requirements of the United States of America, State of Florida,County of Collier,and any and all governmental agencies. All alterations,improvements and additions to the Demised Premises shall at once,when made or installed,be deemed as attached to the freehold and to have become property of LESSOR.Prior to the termination of this Lease or any renewal term thereof,or within thirty(30)days thereafter,if LESSOR so directs,LESSEE.shall promptly remove 2 16116 1 in the additions,improvements,alterations,fixtures and installations which were placed in,on,or upon the Demised Premises by LESSEE,and repair any damage occasioned to the Demised Premises by such removal;and in default thereof,LESSOR may complete said removals and repairs at LESSEE'S expense. LESSEE covenants and agrees not to use,occupy,suffer or permit said Demised Premises or any part thereof to be used or occupied for any purpose contrary to law or the rules or regulations of any public authority. ARTICLE 7. Access to Demised Premises LESSOR,its duly authorized agents,representatives and employees,shall have the right to enter into and upon the Demised Premises or any part thereof at any time,without notice to the LESSEE,for the purpose of examining the same and making repairs,inspecting or curing a default or nuisance,or providing maintenance service therein,and for the purposes of inspection for compliance with the provisions of this Lease Agreement. If LESSOR should need to utilize the property for any length of time,for any purpose,the LESSOR shall advise the LESSEE of its intentions by oral notice. ARTICLE 8. Assignment and Subletting LESSEE covenants and agrees not to assign this Lease or to sublet the whole or any part of the Demised Premises,or to permit any other persons to occupy same. ARTICLE 9. Indemnity LESSEE, in consideration of Ten Dollars ($10.00), the receipt and sufficiency of which is hereby acknowledged,shall indemnify,defend and hold harmless LESSOR,its agents and employees from and against any and all liability(statutory or otherwise),damages, claims,suits,demands,judgments, costs,interest and expenses (including,but not limited to,attorneys'fees and disbursements both at trial and appellate levels)arising directly from any injury to,or death of,any person or persons or damage to property(including loss of use thereof)related to(A) LESSEE'S use of the Demised Premises,(B)any work or thing whatsoever done,or any condition created(other than by LESSOR,its employees,agents or contractors)by or on behalf of LESSEE in or about the Demised Premises,(C) �. any condition of the Demised Premises due to or resulting from any default by LESSEE in the performance of LESSEE'S obligations under this Lease,or(D)any act,omission or negligence of LESSEE or its agents,contractors, employees,subtenants,licensees or invitees. It is acknowledged that in accord with the terms of this Lease(i)certain uses may be made of the Demised Premises by the LESSOR and(ii) LESSOR may permit third parties to make use of the Demised Premises. The Demised Premises are unimproved agricultural pasture lands and/or naturally vegetated areas. LESSEE'S responsibilities for maintenance in accord with Article 11,and its responsibility and liability to LESSOR under this Article 9 are and shall be based on the standards of care required of a tenant of lands having the forgoing characteristics and uses and an absence of business invitees. In case any action or proceeding is brought against LESSOR by reason of any one or more thereof,LESSEE shall pay all costs,attorneys'fees,expenses and liabilities resulting there from and shall defend such action or proceeding if LESSOR shall so request,at LESSEE'S expense,by counsel reasonably satisfactory to LESSOR. The LESSOR shall not be liable for any injury or damage to person or property caused by the elements or by other persons in the Demised Premises, or from the street or sub surface, or from any other place, or for any interference caused by operations by or for a governmental authority in construction of any public or quasi public works. The LESSOR shall not be liable for any damages to or loss of,including loss due to petty theft,any property, occurring on the Demised Premises or any part thereof,and the LESSEE agrees to hold the LESSOR harmless from any claims for damages,except where such damage or injury is the result of the gross negligence or willful misconduct of the LESSOR or its employees. 3 GA 1606 1 1© ARTICLE 10.Insurance LESSEE shall provide and maintain a farm liability policy which shall be approved by the Collier County Risk Management Department, for not less than an amount of One Million Dollars and No/100 Cents($1,000,000.00) throughout the term or any renewals thereof to this Agreement. In addition,LESSEE shall provide and maintain Worker's Compensation Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage shall include Employer's Liability with a minimum limit of One Hundred Thousand Dollars and No/100 Cents($100,000.00)each accident. Such insurance policy(ies) shall list Collier County as an additional insured thereon. Evidence of such insurance shall be provided to the Collier County Risk Management Department,3335 Tamiami Trail East,Suite 101, Naples, Florida, 34112, for approval prior to the commencement of this Lease Agreement; and shall include a provision requiring ten(10)days prior written notice to Collier County c/o County Risk Management Department in the event of cancellation or changes in policy(ies)coverage. LESSOR reserves the right to reasonably amend the insurance requirements by issuance of notice in writing to LESSEE,whereupon receipt of such notice LESSEE shall have thirty(30)days in which to obtain such additional insurance. LESSOR shall maintain such liability insurance,or self funded liability reserves,as are appropriate to protect itself and LESSEE from third party claims based on use of the Demised Premises that the LESSOR is permitted to make,or allows third parties to make,in accord herewith. ARTICLE I1.Maintenance LESSEE shall be allowed to store, within the Demised Property, in a location approved in writing by the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve, any functional maintenance equipment and supplies required for activities directly related to beef cattle production on the Demised Property. LESSEE,at its sole cost and expense,shall mow the six hundred sixty three(663)acres of improved pasture within the Demised Property a minimum of one(1)time per year. LESSEE may roller chop specific areas of pasture when needed to control exotic and woody plant growth and to upkeep areas located around cattle pens. Any off-site mowers or other equipment must be cleaned thoroughly prior to entering the Demised Property as a means to prevent the introduction of nuisance or exotic plant species. LESSEE shall develop the mowing schedule and include variables such as excessive rainfall,drought or other unforeseen conditions,and provide such schedule to the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve. Each individual improved pasture within the Demised Property may include mineral feeders,supplemental feed trough,and molasses feed tanks as a means to control cattle concentration areas. No outside hay may be brought into the Demised Property to prevent introduction of nuisance or exotic plant species. Rotation of cattle shall continue throughout the year on a scheduled basis. In the event there has been an extremely dry and cold winter or an exceptionally wet season,the cattle will be managed by LESSEE to fit the available forage. LESSEE may not fertilize improved pasture areas. Unless specifically authorized in writing by LESSOR in advance,plowing,ditching or digging of water holes shall be prohibited. By the end of the second year of the initial term of the cattle lease,LESSEE,at its sole cost and expense,shall repair and erect,if not already existing,a fence around that area of the Demised Premises which shall contain any cattle. This fencing is crucial in retaining cattle and preventing cattle from roaming off of the Demised Premises. LESSEE shall,at its sole cost and expense,keep the Demised Premises free from debris,litter,abandoned equipment and vehicles,and the like, at all times. If said Demised Premises are not kept free from debris,litter, abandoned equipment and vehicles,and the like,in the opinion of LESSOR,LESSEE'S manager will be so advised in writing. If corrective action is not taken within ten(10)days of the receipt of such notice,LESSOR will cause the same to be cleaned and corrected and LESSEE shall assume and pay all necessary cleaning costs and such costs shall 4 0 1606 110 constitute additional rent which shall be paid by LESSEE within ten(10)days of receipt of written notice of costs incurred by LESSOR. The LESSEE, at its sole cost, shall repair all damage to the Demised Premises caused by LESSEE, its employees,agents,independent contractors,guests,invitees,licensees,and patrons. The LESSEE,at its sole cost,shall remove from the Demised Premises in accordance with all applicable rules, laws and regulations,all non-naturally occurring solid,liquid,semisolid,and gaseous trash and waste(but not animal waste)and refuse of any nature whatsoever which might accumulate and arise from the operations of the LESSEE'S business.Such trash,waste and refuse shall be stored in closed containers approved by the LESSOR. LESSEE shall make monthly inspections of exterior fences and gates and make repairs to the fencing as needed. LESSOR shall be responsible for all invasive exotic plant maintenance treatments and non-pastureland prescribed burning within the Demised Property. LESSEE shall be responsible for providing to the LESSOR,on an annual basis,an inspection report of the property and its operations.At a minimum,the report must include the information identified in Exhibit"B". LESSOR/Preserve Manager shall visit the property at least semi-annually to evaluate the management and grazing operation. The LESSOR/Preserve Manager and the LESSEE/Managing Partner shall meet annually to review and,if necessary,revise any grazing and/or pasture management plans. LESSEE shall report any violation observed pertaining to rules and regulations promulgated by Collier County or the Florida Fish and Wildlife Conservation Commission. LESSEE shall immediately report any incidence of the following: • Fire • Vandalism • Theft • Poaching • Trespassing • Any hazard, condition or situation that may become a liability to the County or may be damaging to the property or improvements on the property. LESSEE has no affirmative duty to actively monitor conditions for discovery of such activities. Any expense related to utilities used solely by the LESSEE shall be paid for by the LESSEE. ARTICLE 12.Default by LESSEE Failure of LESSEE to comply for thirty(30)days with any material provision or covenant of this Lease shall constitute a default,LESSOR may,at its option,terminate this Lease after thirty(30)days written notice to LESSEE, unless the default be cured within the notice period(or such additional time as is reasonably required to correct such default).However,the occurrence of any of the following events shall constitute a default by LESSEE,and this Lease may be immediately terminated by LESSOR: (a) Abandonment of Demised Premises or discontinuation of LESSEE'S operation. (b) Falsification of LESSEE or an agent of LESSEE of any report required to be furnished to LESSOR pursuant to the terms of this Lease. (c) Filing of insolvency,reorganization,plan or arrangement or bankruptcy. 5 16136 1 10 (d) Adjudication as bankrupt. (e) Making of a general assignment for the benefit of creditors. (t) If LESSEE suffers this Lease to be taken under any writ of execution. In the event of the occurrence of any of the foregoing defaults in this ARTICLE,LESSOR,in addition to any other rights and remedies it may have,shall have the immediate right to re enter and remove all persons and property from the Demised Premises.Such property may be removed and stored in a public warehouse or elsewhere at the cost of and for the account of LESSEE,all without service of notice or resort to legal process and without being deemed guilty of trespass,or being liable for any loss or damage which may be occasioned thereby. LESSOR may,at its option,terminate this Lease after receipt by LESSEE of thirty(30)days notice in writing if a lien is filed against the property or the leasehold interest of the LESSEE,and not removed within thirty(30)days by LESSEE,pursuant to the Florida Mechanics Lien Law. If LESSEE fails to pay the rental amount or any additional charges when due to LESSOR as specified in this Lease,and if said amounts remain unpaid for more than ten (10)days past the due date, the LESSEE shall pay LESSOR a late payment charge equal to five(5) percent of any payment not paid promptly when due. Any amounts not paid promptly when due shall also accrue compounded interest of two(2)percent per month or the highest interest rate then allowed by Florida law,whichever is higher,which interest shall be paid by LESSEE to LESSOR. ARTICLE 13. Default by LESSOR LESSOR shall in no event be charged with default in the performance of any of its obligations hereunder unless and until LESSOR shall have failed to perform such obligations within thirty(30)days(or at LESSOR'S sole discretion,such additional time as is reasonably required to correct such default)after notice to LESSOR by LESSEE properly specifying wherein LESSOR has failed to perform any such obligations. ARTICLE 14.Notices Any notice which LESSOR or LESSEE may be required to give to the other party shall be in writing to the other party at the following addresses: LESSOR: LESSEE: Board of County Commissioners Mr.Thomas Taylor,General Partner c/o Real Property Management Lake Trafford Ranch,LLLP 3335 Tamianti Trail East,Suite 101 719 Hickory Rd. Naples,Florida 34112 Naples,Florida 34108 cc:Office of the County Attorney Mr.Christopher Allen,General Partner 3299 Tamiami Trail East,Suite 800 Lake Trafford Ranch,LLLP Naples,Florida 34112 555 Hickory Road Naples,Florida 34108 Conservation Collier Coordinator North Collier Regional Park 15000 Livingston Rd. Naples,Florida 34109 ARTICLE 15.Surrender of Premises LESSEE shall remove any improvements completed by LESSEE prior to the expiration of this Lease and shall deliver up and surrender to LESSOR possession of the Demised Premises and any improvements not removed upon expiration of this Lease,or its earlier termination as herein provided,in as good condition and repair as the same shall 6 0 1606 1 10 be at the commencement of the term of this Lease or may have been put by LESSOR or LESSEE during the continuance thereof,ordinary wear and tear and damage by fire or the elements beyond LESSEE'S control excepted. ARTICLE 16.General Provisions LESSEE agrees to contain cattle within the Demised Premises and prevent cattle from roaming off of the Demised Premises. LESSEE shall give oral notice to the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve at least three (3)days prior to any planned cattle round-up or additional cattle release, to allow Environmental Specialist the option to observe the cattle round-up or release. LESSEE shall maintain no less than Fifty(50)and no more than Two Hundred(200)Animal Units at the Demised Premises without written authorization from LESSOR. Increases to the maximum stocking rate shall be subject to acceptable range conditions as outlined within the prescribed grazing plan and as determined by the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve.Animal Units will be established based on the following table: Table 1: Animal Unit Equivalent Guide Species Average Animal Unit Weight Equivalent (pounds) (AUE) Cow,dry 950 0.92 Cow with calf 1,000 1.00 Bull,mature 1,500 1.35 Cattle,1 year old 600 0.60 Cattle,2 year old 800 0.80 LESSEE shall have the right to camp overnight on the Demised Premises,at LESSEE'S own risk,and shall be required to obtain any necessary permits,if required,for this use. If LESSEE should elect to destroy sick cattle,any use of firearms shall be permitted by LESSOR so as long as LESSEE is legally permitted to possess such firearm in the County of Collier and/or the State of Florida, as applicable. LESSEE acknowledges that there shall be no game hunting or any dispensation of firearms by LESSEE or his invitees upon the Demised Premises except as specifically allowed under this Lease. LESSEE fully understands that the police and law enforcement security protection provided by law enforcement agencies for the above referenced Demised Premises is limited to that provided to any other business or agency situated in Collier County, and acknowledges that any special security measures deemed necessary for additional protection of the Demised Premises shall be the sole responsibility and cost of LESSEE and shall involve no cost or expense to LESSOR. LESSEE expressly agrees for itself,its successor and assigns,to refrain from any use of the Demised Premises which would interfere with or adversely affect the operation or maintenance of LESSOR'S standard operations where other operations share common facilities. (a) Rights not specifically granted the LESSEE by this Lease are hereby reserved to the LESSOR. (b) LESSEE agrees to pay all sales tax imposed on the rental of the Demised Premises where applicable under law. 7 160 6 110 (c) If applicable, LESSEE agrees to pay all intangible personal property taxes that may be imposed due to the creation, by this Lease, of a leasehold interest in the Demised Premises or LESSEE'S possession of said leasehold interest in the Demised Premises. (d) LESSEE shall not perform any environmental property management activities, such as,but not limited to, burning or removal of vegetation,unless prior approval is granted by LESSOR. (e) LESSEE acknowledges that LESSOR will allow limited seasonal hunting on the Demised Premises. LESSOR is responsible for developing and implementing rules,protocols,and for the supervision of any hunters and members of the public generally to guard against accidents,injury to LESSEE'S cattle,and interference with LESSEE'S permitted use. LESSEE agrees to mow limited areas and/or shooting lanes prior to hunting weekends upon LESSOR's request. (f) LESSOR will engage a Range Conservationist to develop a prescribed grazing plan for the Demised Premises. LESSEE acknowledges that he will cooperate with LESSOR and any plans that may develop for the Demised Premises as a result of future planning. Implementation of any such plan shall require sixty(60)days written notice to LESSEE. ARTICLE 18.Extent of Liens All persons to whom these presents may come are put upon notice of the fact that the interest of the LESSOR in the Demised Premises shall not be subject to liens for improvements made by the LESSEE, and liens for improvements made by the LESSEE are specifically prohibited from attaching to or becoming a lien on the interest of the LESSOR in the Demised Premises or any part of either.This notice is given pursuant to the provisions of and in compliance with Section 713.10,Florida Statutes. ARTICLE 19. Quiet Enjoyment Subject to LESSOR'S rights provided in this Lease,LESSOR covenants that LESSEE,on paying the rental amount and performing the covenants,terms and conditions required of LESSEE contained herein,shall peaceably and quietly have,hold and enjoy the Demised Premises and the leasehold estate granted to LESSEE by virtue of this Lease Agreement. ARTICLE 20.Waiver No failure of LESSOR to enforce any terms or conditions herein shall be deemed to be a waiver. ARTICLE 21.Effective Date This Lease shall become effective upon execution by both LESSOR and LESSEE. ARTICLE 22.Governing Law This Lease shall be governed and construed in accordance with the laws of the State of Florida. ARTICLE 23.Assignment LESSEE shall have the right to assign this Lease to a legal entity owned or controlled by LESSEE. LESSOR must be advised of any such assignment in writing. 8 160 1113 "' IN WITNESS WHEREOF,the parties hereto have hereunder set forth their hands and seals. AS TO THE LESSOR: DATED: .c/a 4 ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT 1~:-BROCK,`Clerk' COLLIER CO ,FL'' �A ,: � _ CA , B : I eputy Clerk't Tom Henning, AIRMA signature o AS TO LESSEE: DATED: WITNESSES: 7 _ • & LAKE TRAFFORD RANCH,LLLP, ( ''nature) a Florida limited liability limited partnership (Print Name) BY: THOMAS M.TAYLOR,as General Partner ( ignature) L (Print Name) A t LAKE TRAFFORD RANCH,LLLP, (Signatur;' r a Florida limited liability limited partnership t4Cs i4 `AC.C MAt+I.) (Print 'ame) ► BY: � Of" iu�1 '�� CHRISTOPHER L.l LL ,as General Partner attire). Aah Wit lace (Print Name) Approved as to form and legality: Jennifer B dio Assistant County Attorney 9 CAn 16136 1 10 Exhibit"A" (Legal Description of Demised Property) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half(E'l2)of the East Half(E',4)of the Southwest Quarter(SW'/.)of the Southeast Quarter(SEA)of Section 22,Township 46 South,Range 28 East,Collier County,Florida,being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South,Range 28 East,Collier County, Florida; thence run S 88°57'47" W, along the south line of the Southeast Quarter(SPA) of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W,along the south line of the Southeast Quarter(SE%)of said Section 22,for a distance of 330.09 feet;thence run N 00°31'18"W for a distance of 1342.51 feet; thence run N 88258'31"E for a distance of 330.12 feet;thence run S 00°31'14"E,for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less. AND Property Tax Identification Number: 00053000002 All of Section 28,Township 46 South,Range 28 East,Collier County,Florida;containing 645.47 acres more or less. AND Property Tax Identification Number: 00052960004 All of Section 27,Township 46 South,Range 28 East,Collier County,Florida;containing 643.59 acres more or less. AND Property Tax Identification Number: 00053200006 All of Section 33,Township 46 South,Range 28 East,Collier County,Florida;containing 706.33 acres more or less. AND Property Tax Identification Number: 00052640007 A parcel of land located in a portion of Section 26,Township 46 South,Range 28 East,Collier County,Florida,being more particularly described as follows: The West Half(WA)of Section 26,Township 46 South, Range 28 East,Collier County, Florida,less the North 1452.35 feet thereof and less the Southeast Quarter(SE'.)of the Southwest Quarter(SW1/4)of said Section 26,and less that parcel of land,as described and recorded in Official Records Book 2585 at Page 2735 through 2737,owned by South Florida Water Management District with Tax Folio Number 00052640007;containing 185.91 acres,more or less. 10 iofl6 6 1 1D : f AND Property Tax Identification Number: 00052680009 The Southeast Quarter(SE%.)of the Southwest Quarter(SW%)of Section 26,Township 46 South,Range 28 East, Collier County,Florida;containing 40.38 acres more or less. AND Property Tax Identification Number: 00052440003 A parcel of land lying in the East Half(E%)of the East Half(E'14)of the Southwest Quarter(SW V.)of the Southeast Quarter(SE%)of Section 22,Township 46 South,Range 28 East,Collier County,Florida,being more particularly described as follows: Commence at the Southeast comer of Section 22,Township 46 South,Range 28 East,Collier County,Florida;thence run S 88°57'47"W,along the south line of the Southeast Quarter(SE%)of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W,along the south line of the Southeast Quarter(SE'/.)of said Section 22,for a distance of 330.09 feet;thence run N 00°31'18"W for a distance of 1342.51 feet;thence run N 88°58'31"E for a distance of 330.12 feet;thence run S 00°31'14"E,for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less. 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C W O _ = D Q D 0 1606 Appendix 8 Pepper Ranch Preserve — Land Use Compatibility Matrix 0 F 1606 11 ,',z 20 E N U O W I III Z F- Z W K, u 6 W R c H C�W L O o m N W N Z w Z F @ m. 11 • III _ I 2 E E• - 1 v` u c rn a c C a ' I - I yy W a C._ S LI 5 w m R a 1 v 1 1111 WP `- m m o aa2 03 E 1• II ■ � � E Ea »> t <D— CA 14- d o .. _ N L.1 m � C.1 T d O O C L IX d sl E c m E v 0 , @ 0, m `° 'ov m– v _ Ew a t = i `d "IE o N um a 3i 11 y ou oa L c m ra, ONI1b73N35 Z i 3S1 ONdl S3sn oIl2nd 3fiN3A321 �� 8 NOI1HO111W J2H1O 8 0 1606 c:14o 0 CIJ CJ P 1 6 0 6 , . . . ......._. . _ „rm.:: II .... :: -__L - ini r---.. := ..:...,_ PP _ - . Ir 4.2 kb; --. 0 I o o I o I- co c,) to 0 (3 0 o a a I [ 0 to I oi a o ca o ‘n _ o a to a a a ,--- cv in a 0 1 — 1 1 1 I a 0 0 0 0 oi a I0 0 0 Ing 01 0 0 0 0 N o to 0 0 IV U in I.- a ea aI; a. 0 V a a -.c.s0uGIzC \\\ ---Ba \ 3ro ... tv ct. a. 0 O. g ...–.... II 1 60 6 THIS PAGE INTENTIONALLY LEFT BLANK 0 EXHIBIT E 16fl6 Exhibit E Credit Evaluation 1606 THIS PAGE INTENTIONALLY LEFT BLANK 1 6 I) 6 ............. Exhibit E-Pepper Ranch Conservation Bank Credit Evaluation Florida Panther-Based on recent publications (Cox et al. 2006, Kautz et al. 2006, Land et al. 2008) and the Service Panther Habitat Assessment Methodology (September 2012), values were assigned to the habitats. The proposed panther credit follows the panther habitat units (PHUs) assigned to each habitat type on-site (Table 1). Table 1. PHU Calculations for the Pepper Ranch Preserve Conservation Bank FLUCFCS Area USFWS USFWS Habitat Type Code FLUCFCS Description (acres) Assigned PHU's PHU Value Pine forest 411 Pine flatwoods 149.89 9.5 1,423.95 Hardwood-Pine 434 Oak,slash pine,cabbage palm 180.35 9.3 1,677.26 Cypress swamp 621 Cypress 0.72 9.2 6.64 630 Wetland forested mix 23.81 9 214.31 6151 Red maple swamp 76.47 9 688.26 Hardwood swamp 6152 Pop ash swamp 2.69 9 24.21 6162 Pond apple depression 0.71 9 6.41 Shrub swamp/brush 631 Shrub wetland 4.38 5.5 24.07 Improved pasture 211 Improved pasture 549.67 5.2 2,858.28 641 Freshwater marsh 29.55 4.7 138.90 Marsh/Wet Prairie - 643 Wet prairie 2.10 4.7 9.85 743 Spoil 1.24 3 3.72 3109 Upland prairie,disturbed 3.73 3 11.19 3209 Upland shrub,disturbed 3.56 3 10.69 4119 Pine flatwoods,distrubed 40.80 3 122.39 4349 Oak,slash pine,cabbage palm,disturbed 0.002 3 0.01 6189 Willow/shrub wetland,distrubed 5.44 3 16.31 6419 Freshwater marsh,disturbed 27.21 3 81.64 8146 Primitive trail 1.51 3 4.53 4119E1 Pine flatwoods,disturbed,exotics 5-24% 3.39 3 10.18 4349E1 Oak,slash pine,cabbage palm,disturbed,exotics 5- 68.73 3 206.19 24% Barren/Disturbed Lands 6169E1 Pond apple,laurel oak,cabbage palm,disturbed, 0.83 3 2.49 exotics 5-24% 6319E1 Shrub wetland,disturbed,exotics 5-24% 4.72 3 14.17 6419E1 Freshwater marsh,disturbed,exotics 5-24% 70.00 3 210.00 4119E2 Pine flatwoods,disturbed,exotics 25-49% 1.24 3 3.71 4349E2 Oak,slash pine,cabbage palm,disturbed,exotics 25- 8.86 3 26.57 49% 6319E2 Shrub wetland,disturbed,exotics 25-49% 0.09 3 0.26 6419E2 Freshwater marsh,disturbed,exotics 25-49% 26.19 3 78.57 6439E2 Wet prairie,disturbed,exotics 25-49% 7.50 3 22.50 _ 6419E3 Freshwater marsh,disturbed,exotics 50-74% 3.46 3 10.37 743E4 Spoil,exotics 75-100% 8.16 3 24.47 4119E4 Pine flatwoods,disturbed,exotics 75-100% 3.69 3 11.06 a( 6 • ., 1606 Table 1. PHU Calculations for the Pepper Ranch Preserve Conservation Bank, continued FLUCFCS Area USFWS USFWS Habitat Type Code FLUCFCS Description (acres) Assigned PHU's PHU Value 422 Brazilian pepper,non-hydric 0.40 3 1.20 6192 Brazilian pepper,hydric 0.84 3 2.53 Exotic/Nuisance Plants 437 Australian pine 1.16 3 3.47 428E1 Cabbage palm,exotics 5-24% 1.14 3 3.41 428E3 Cabbage palm,exotics 50-74% 3.29 3 9.86 180 Campground 11.86 0 - Urban 700 Cattle Dipping Vat Remediation Area 1.02 0 - 8145 Shell road,graded and drained 14.31 0 - 512 Ditches 24.92 0 - Water 512E4 Ditches,exotics 75-100% 0.66 0 - 742 Borrow pond 0.78 0 - Dry prairie with 14.5% 310E1 Upland prairie,exotics 5-24% 35.11 6.3/3 204.42 exotic plant coverage Dry prairie with 37% 310E2 Upland prairie,exotics 25-49% 4.01 6.3/3 20.36 exotic plant coverage Hardwood Forest with 14.5%exotic plant 427E1 Oaks,exotics 5-24% 1.57 9/3 12.73 coverage Hardwood Swamp with 14.5%exotic plant 630E1 Wetland forested mix,exotics 5-24% 1.80 9/3 14.61 coverage Shrub swamp/brush with 14.5%exotic plant 631E1 Shrub wetland,exotics 5-24% 1.35 5.5/3 6.91 coverage Marsh/Wet Prairie with 14.5%exotic plant 641E1 Freshwater marsh,exotics 5-24% 83.40 4.7/3 371.43 coverage Marsh/Wet Prairie with 37%exotic plant 641 E2 Freshwater marsh,exotics 25-49% 17.26 4.7/3 70.27 coverage Marsh/Wet Prairie with 62%exotic plant 641 E3 Freshwater marsh,exotics 50-74% 1.27 4.7/3 4.62 coverage TOTAL 1,516.84 8,669.0 Although all disturbed native habitats within the Bank will be restored, Collier County will not seek additional credit for this restoration because management of all existing native habitats within Pepper Ranch Preserve is already a requirement under the Conservation Collier Ordinance. Disturbed native habitats identified by the number 9 in the FLUCCS series have been given a credit score of 3. Thus, 8,669.0 PHUs, the number of credits associated with 0 1606 Pepper Ranch habitats in a "pre-restoration" condition, will be released upon Bank certification. Collier County reserves the right to request additional credit if pasture or wetland hydrological enhancement is undertaken, or alternatively Collier County may seek outside grant funding to complete the pasture or wetland hydrological restoration. No additional panther credit will be requested if restoration is completed using grant funds. LITERATURE CITED Cox, J.,D. Maehr, and J. Larkin. 2006. Florida panther habitat use: A new approach to an old problem. The Journal of Wildlife Management. 70(6):1778-1786. Kautz, R.,R. Kawula, T. Hoctor, J. Comiskey, D. Jansen,D. Jennings, J. Kasbohm,F. Mazzotti, R. McBride,L. Richardson, and K. Root. 2006. How much is enough? Landscape-scale conservation for the Florida panther. Biological Conservation. 130:118-133. Land, D.,R. Kawula, J. Benson, M. Lotz, and D. Onorato. 2008. Florida panther habitat selection analysis of concurrent GPS and VHF Telemetry Data. The Journal of Wildlife Management. 72(3):633-639. n 160 6 THIS PAGE INTENTIONALLY LEFT BLANK 0 EXHIBIT F 1 6 0 6 Exhibit F Conservation Easement 160 66 THIS PAGE INTENTIONALLY LEFT BLANK 0 1606 PEPPER RANCH PRESERVE CONSERVATION BANK CONSERVATION EASEMENT THIS PEPPER RANCH PRESERVE CONSERVATION BANK CONSERVATION EASEMENT ("Conservation Easement") is given this l( -day of Qcbe' 2018, by the Collier County, Florida Board of County Commissioners, a political subdivision of the State of Florida ("Grantor"), whose mailing address is 3299 Tamiami Trail East, Naples, FL 34112 to Conservation Foundation of the Gulf Coast, Inc., a Florida not-for-profit corporation("Grantee"), whose mailing address is 400 Palmetto Avenue, P.O. Box 902, Osprey, FL 34229-0902 (collectively, the Grantor and Grantee may hereinafter be referred to as the "Parties"). As used herein,the term"Grantor"shall include any and all heirs,successors or assigns of the Grantor and all subsequent owners of the Property (as hereinafter defined), and the term "Grantee" shall include any successor or assignee of Grantee. WITNESSETH WHEREAS, the Grantor is the owner in fee simple of certain lands situated in Collier County, Florida, and more specifically described in Exhibit"A"attached hereto and incorporated herein("Property");and WHEREAS, the Grantee is a nationally recognized not-for-profit that works to protect and conserve the environmental character,biodiversity and natural integrity of Florida land;and WHEREAS, the United States Fish and Wildlife Service ("Service"), an agency within the United States Department of Interior, has jurisdiction over the conservation, protection, restoration,enhancement,and management of fish,wildlife,native plants,and habitat pursuant to various federal laws, including the Endangered Species Act, 16 U.S.C. Section 1531, et seq. ("ESA"), the Fish and Wildlife Coordination Act, 16 U.S.C. Sections 661-666c, the Fish and Wildlife Act of 1956, 16 U.S.C. Section 742(f)et seq.,and other provisions of Federal law;and WHEREAS, the Service maintains that the Property possesses or is capable of possessing ecological and habitat values that benefit endangered, threatened, or other species (collectively"Conservation Values")of great importance to the people of the State of Florida and the United States,including the Puma concolor coryi("Florida panther");and WHEREAS, the Service and Gr for have entered into that certain Pepper Ranch Preserve Bank Agreement dated / (the "Conservation Instrument"), which Conservation Instrument governs the esta lishment of a conservation bank on the Property to provide for the permanent conservation, management and protection of the Conservation Values through the sale or conveyance of conservation credits. The Conservation Instrument, along with its exhibits,is hereby incorporated into this Conservation Easement by this reference;and WHEREAS, Grantor and Grantee acknowledge that this Conservation Easement is critical to the implementation and success of the Conservation Instrument;and WHEREAS, the Grantor, in consideration of the terms of the Conservation Instrument, agrees to grant and secure to the Grantee a perpetual conservation easement as defined in Section 704.06,Florida Statutes,over the Property. NOW, THEREFORE, in consideration of the above recitals and the mutual covenants, terms, conditions, and restrictions contained herein, together with other good and valuable 160 6 consideration, the adequacy and receipt of which are hereby acknowledged, Grantor hereby grants, creates, and establishes a perpetual conservation easement for and in favor of the Grantee upon the Property which shall run with the land and be binding upon the Grantor and shall remain in full force and effect forever. The scope,nature,and character of this Conservation Easement shall be as follows: 1. Recitals. The recitals hereinabove set forth are true and correct and are hereby incorporated into and made part of this Conservation Easement. 2. Purpose. The purpose of this Conservation Easement is to ensure that the Property shall be protected forever and used as a conservation area, consistent with the Conservation Instrument. The Parties intend that this Conservation Easement will confine the use of the Property to such uses as are consistent with the purpose of this Conservation Easement and the Conservation Instrument. 3. Grantee and the Service's Rights. To carry out the purpose of this Conservation Easement,the Grantor conveys the following rights to Grantee and the Service: a. To enter upon the Property at any time after giving twenty-four(24)hours prior notice to the Grantor or any Management Agreement Manager (as described in the Conservation Instrument) in order to monitor Grantor's compliance with this Conservation Easement and the Conservation Instrument, monitor and survey the Property for use by the Florida panther and otherwise enforce the terms of this Conservation Easement and the Conservation Instrument; b. To enjoin any activity on or use of the Property that is inconsistent with this Conservation Easement and the Conservation Instrument, to require restoration of such areas or features of the Property that may be damaged by any act, failure to act, or any use or activity that is inconsistent with the purposes of this Conservation Easement and to preserve the Conservation Values of the Property;and c. To preserve, protect and sustain the biological resources and Conservation Values of the Property unless specifically excluded from this Conservation Easement; and d. To enforce the terms,provisions and restrictions of this Conservation Easement. 4. Prohibited Use.Unless expressly authorized by and in accordance with the Conservation Instrument, or as reserved in paragraph 5 of this Conservation Easement, or as deemed necessary by the mutual written consent of the Parties, to successfully achieve the desired goals of the Conservation Instrument,the following activities are prohibited on the Property: a. Construction, reconstruction or placement of any road, sign, billboard or other advertising,utilities or any other building or structure on or above the ground; b. Dumping or placing of soil or other substance or material as landfill, or dumping of trash,waste,biosolids or unsightly or offensive materials; c. Removal or destruction of trees,shrubs,or other vegetation; d. Excavation, dredging, or removal of loam, peat, gravel, soil, rock or other material substance in such manner as to affect the surface; �-. 1 6 0 e. Mineral exploration,excavation,draining or dredging; f. Surface use except for purposes that permit the land or water areas to remain in their existing natural conditions; g. Activities detrimental to drainage, flood control, water conservation, erosion control, soil conservation, or fish and wildlife habitat preservation including,but not limited to, ditching, diking and fencing; h. Acts or uses detrimental to such aforementioned retention of land or water areas in their existing natural condition; i. Acts or uses detrimental to the preservation of the structural integrity or physical appearance of sites or properties on the Property having historical, architectural, archaeological, or cultural significance; j. Alteration of the general topography of the Property; k. Planting,introduction or dispersal of exotic plant or animal species; 1. Commercial or industrial uses; and m. Manipulation, impoundment or alteration of any natural watercourse,body of water or water circulation on the Property. 5. Grantor's Reserved Rights. Grantor reserves unto itself, its successors and assigns, and all successor owners of the Property or any portion thereof: a. All rights accruing from its ownership of the Property, including the right to engage in or to permit or invite others to engage in all uses of the Property that are neither expressly prohibited herein, inconsistent with the purpose of this Conservation Easement and the Conservation Instrument nor likely to negatively impact Conservation Values or the quality of the Property as Florida panther habitat. b. The right to conduct activities on the Property, including, but not limited to, maintenance and monitoring activities,as set forth in the Conservation Instrument. c. The right to maintain historical drainage on the Property in accordance with the Conservation Instrument. d. The right to hunt, fish, travel upon, and recreate upon the Property in accordance with the Conservation Instrument. e. The right to graze cattle upon the Property in accordance with the Conservation Instrument and this Conservation Easement. 6. Grantee and the Service's Duties. Neither Grantee nor the Service shall unreasonably interfere with Grantor or its invitees,guests, and agents' use and quiet enjoyment of the Property. Grantee and Service agree that neither Grantor nor any affiliate, subsidiary or other related party /"'"% of Grantor shall be liable for or obligated for any liability, penalty, cost, loss, damage, expense, 0ff? .1 6, . . 6 cause of action,claim,demand,or judgment arising from or in any way connected with Grantee's or Service's conduct and/or negligence on or about the Property pursuant to this paragraph. The Grantee further agrees to provide the Service with annual Conservation Easement monitoring reports as described in Exhibit"D"of the Conservation Instrument. 7. Grantor's Duties. Grantor shall undertake all reasonable actions to prevent the unlawful entry and trespass upon the Property by persons whose activities may degrade or harm the Property or the Conservation Values of the Property. The Grantor also shall be responsible for control of public access to the Property through measures including,but not limited to,the gating and locking of access points and the marking of entry points with no trespassing signs. As more specifically set forth in Paragraph 22 below, Grantor shall be responsible for the funding of the payment of all costs and expenses relating to the Property.The funding of the foregoing costs and expenses will come from the Pepper Ranch Preserve Conservation Bank Endowment Fund Trust, which has been established by Grantor and more particular defined in the Pepper Ranch Preserve Conservation Bank Endowment Fund Trust Agreement("Trust Agreement").Within a reasonable period following a written request from Grantee, Grantor shall provide Grantee with any reports, studies,plans,and other documents related to the Property and in Grantor's possession. 8. No Dedication.No right of access,ingress,or egress by the general public to any portion of the Property is conveyed by this Conservation Easement. 9. Obligations of Ownership. Grantor retains all responsibilities and all obligations related to the ownership, operation, upkeep, and maintenance of the Property. Grantor shall keep the Property free of any liens arising out of any work performed for, materials furnished to, or obligations incurred by Grantor. Grantor shall pay before delinquency all taxes,assessments,fees, and charges of whatever description levied on or assessed against the Property by competent authority, and shall furnish Grantee and the Service with satisfactory evidence of payment upon written request. Grantor remains solely responsible for obtaining any applicable permits and approvals required for any activity or use permitted on the Property by this Conservation Easement, and any such activity or use shall be undertaken in accordance with all applicable federal,state,local and administrative agency laws,statutes, ordinances,rules,regulations,orders and requirements. 10. Enforcement. Grantee and/or the Service have the right to enforce the terms, provisions and restrictions of this Conservation Easement. Any forbearance on behalf of Grantee or the Service to exercise its right of enforcement hereunder shall not be deemed or construed to be a waiver of either of their rights hereunder. 11. Remedies for Violation and Corrective Action. If Grantee, Grantor or the Service determines there is a violation of the terms of this Conservation Easement or that a violation is threatened, written notice of such violation and a demand for corrective action sufficient to cure the violation shall be given to the putative violator as well as to the Service. In any such instance, measures to cure the violation shall be reviewed and approved by the Service. If a violation is not cured within thirty(30) days after receipt of written notice and demand, or if the cure reasonably requires more than thirty (30) days to complete and there is failure to begin the cure within the 30-day period or to continue diligently to complete the cure, Grantee,Grantor or the Service may bring an action at law or in equity in a court of competent jurisdiction to enforce compliance with the terms of this Conservation Easement or the Conservation Instrument,to recover any damages to which Grantee, Grantor or the Service may be entitled for violation of the terms of this Conservation Easement or for any damage to the Conservation Values of the Property or for other equitable relief, including, but not limited to, the restoration of the Property to the condition in 0 1606 which it existed prior to the violation or damage. Without limiting the violator's liability, any damages recovered may be applied to the cost of undertaking any corrective action on the Property. 12. Acts Beyond Grantor's Control.Nothing contained in this Conservation Easement shall be construed to entitle Grantee or the Service to bring any action against Grantor for any injury to or change in the Property resulting from natural causes beyond Grantor's control, including, without limitation, fire, flood, storm and earth movement or from any necessary action taken by Grantor under emergency conditions to prevent, abate or mitigate significant injury to the Property or to persons resulting from such causes. 13. Hold Harmless. Grantor shall hold harmless, indemnify, and defend Grantee and its members, directors, officers, employers, agents and contractors and the heirs, personal representatives, successors, and assigns of each of them (collectively "Indemnified Parties") from and against all liabilities, penalties, costs, losses, damages, expenses, causes of action, claims, demands, orders, liens or judgments, including, without limitation, reasonable attorney's fees, arising from or in any way connected with: (a) injury to or the death of any person, or physical damage to any property, resulting from any act, omission, condition or other matter related to or occurring on or about the Property,regardless of cause,unless due to the negligence of any of the Indemnified Parties; (b) Grantor's obligations specified in this Conservation Easement; and (c) the obligations, covenants, representations, and warranties of this Conservation Easement relating to Paragraph 9 of this Conservation Easement. 14. No Hazardous Materials Liability. Grantor represents and warrants that it has no knowledge of any release or threatened release of hazardous materials in, on, under, about or affecting the Property. Without limiting the obligations of Grantor as otherwise provided in this Easement, Grantor agrees to indemnify, protect and hold harmless the Indemnified Parties, as defined in Paragraph 13, against any and all claims arising from or connected with any hazardous materials present, released in, on, from, or about the Property at any time, of any substance now or hereafter defined, listed, or otherwise classified pursuant to any federal, state, or local law, regulation, or requirement as hazardous, toxic, polluting, or otherwise contaminating to the air, water, or soil, or in any way harmful or threatening to human health or the environment, unless caused solely by any of the Indemnified Parties. 15. Assignment. Grantee will hold this Conservation Easement exclusively for conservation purposes and for the purpose set forth in Paragraph 2 of this Conservation Easement. Grantee will not assign its rights and obligations under this Conservation Easement except to another organization or entity qualified to hold such interests under the applicable state and federal laws and committed to hold this Conservation Easement exclusively for the purposes set forth herein. Grantee may not assign this Conservation Easement without written consent of Grantor and the Service. 16. Subsequent Property Transfer. Grantor agrees to either refer to this Conservation Easement or, alternatively, incorporate the terms of this Conservation Easement in any deed or other legal instrument by which Grantor divests itself of any interest in all or a portion of the Property, including, without limitation, a leasehold interest. Upon transfer of the Property, or a portion thereof, to any non-public agency (a "Transfer"), Grantor agrees to pay to Grantee at closing a transfer fee of one percent(1%)of the total sale price or consideration under a Transfer. This transfer fee shall be used for purposes consistent with Grantee's mission including but not limited to habitat restoration and legal defense. Any document of conveyance shall expressly refer to this Conservation Easement. Grantor further agrees to give Grantee and the Service 1 66 written notice of the intent to transfer any interest at least thirty(30) days prior to the date of such transfer. Grantee or the Service shall have the right to prevent subsequent transfers in which prospective subsequent claimants or transferees are not given notice of the terms, covenants, conditions and restrictions of this Conservation Easement or whenever a subsequent Property transfer will result in a merger of the Conservation Easement and the Property in a single Property owner (thereby extinguishing the Conservation Easement) if no method or mechanism deemed adequate to preserve,protect and sustain the Property in perpetuity has been established. The failure of Grantor to perform any act required by this section shall not impair the validity of this Conservation Easement or limit its enforcement in any way. 17. Severability. If any provision of this Conservation Easement or the application thereof to any person or circumstances is found to be invalid, the remainder of the provisions of this Conservation Easement shall not be affected thereby as long as the purpose of the Conservation Easement is preserved. 18. Recordation. Grantor shall record this Conservation Easement in timely fashion in the Official Records of Collier County, Florida, and shall re-record it at any time Grantee may require to preserve its rights. Grantor shall pay all recording costs and taxes necessary to record this Conservation Easement in the public records. Grantor will hold Grantee harmless from any recording costs or taxes necessary to record this Conservation Easement in the public records. 19. Modifications. This Conservation Easement may be amended, altered, released or revoked only by written agreement between the Parties hereto or their heirs, assigns or successors-in-interest and with written approval of the Service. Any such modification shall be consistent with the purposes of this Conservation Easement and the Conservation Instrument and shall not affect the perpetual duration of this Conservation Easement.The Grantee shall promptly record any written modification in the public records of Collier County, Florida and thereafter promptly provide a conformed copy of the recorded modification to the Grantor and to the Service. 20. Written Notice. All notices, consents, approvals or other communications hereunder shall be in writing and delivered personally or sent by facsimile or by a recognized overnight delivery service. Notice by either of the previous methods shall be deemed given upon delivery. Notice also may be sent by United States mail, certified, return receipt requested and postage prepaid. Such notice shall be deemed given five (5) days after deposit in the United States mail. Notice shall be addressed as follows or to such other address as either Party or the Service may from time to time specify in writing: To Grantor: Collier County Board of County Commissioners 3299 Tamiami Trail East Naples,Florida 34112 Telephone number: (239)252-2957 Fax number: (239)252-6720 To Grantee: Conservation Foundation of the Gulf Coast,Inc. 400 Palmetto Avenue P.O.Box 902 Osprey,Florida 34229-0902 Telephone number: (941)918-2100 Facsimile: (941) 918-2103 0 1 6 0 6 To the Service: Field Supervisor United States Fish and Wildlife Service South Florida Ecological Services Office 1339 20th Street Vero Beach,Florida 32960-3559 Facsimile: (772) 562-4288 21. Subordination of Liens. Grantor hereby covenants with said Grantee that Grantor is lawfully seized of said Property in fee simple; that the Property is free and clear of all encumbrances that are inconsistent with the terms of this Conservation Easement; that all mortgages and liens on the Property, if any, have been subordinated to this Conservation Easement; that Grantor has good right and lawful authority to convey this Conservation Easement; and that Grantor hereby fully warrants and defends the title to the Conservation Easement hereby conveyed against the lawful claims of all persons whomsoever. 22. Funding. Funding for the management, maintenance, and monitoring activities required to occur on the Property pursuant to this Conservation Easement and the Conservation Instrument shall come from the Pepper Ranch Preserve Conservation Bank Endowment Fund Trust, a perpetual trust,and by any other means specified in the Conservation Instrument. 23. No Merger or Release. This Conservation Easement provides specific and substantial rights to the Service as provided herein and in accordance with other agreements between the Grantor and the Service. These rights, among other things, prohibit the-release or assignment of the rights, obligations and encumbrances established by this Conservation Easement in any fashion, except upon written approval of the Service. It is the intent of the(Grantor, the Grantee and the Service that this Conservation Easement shall be a covenant running with title to the Property and that this Conservation Easement shall be binding upon subsequent owners of the Property. The Parties covenant and agree that this Conservation Easement may not be assigned, terminated or released in any manner or fashion without the consent and written agreement of the Service. In the event that the Grantor or any subsequent owner of the Property shall convey fee title to the Property to the Grantee or to any successor of the Grantee, the Parties expressly covenant and agree that this Conservation Easement shall not be terminated or extinguished by operation of law pursuant to the doctrine of merger or any similar or dissimilar doctrine or rule of law. 24. Management. Grantor hereby covenants that the management of the Property shall be undertaken either by Grantor directly or by another party as provided in the Conservation Instrument. If management is to be undertaken by another party, Grantor must obtain that party's consent to undertake the management and provide payment to that party in accordance with the Trust Agreement. 25. Preserving Perpetual Rights. Grantor shall insert the terms and restrictions of the Conservation Easement in any subsequent deed or other legal instrument by which Grantor divests itself of any interest in the Property. Grantor must record a notice of conservation easement once during the 30 year period beginning with the date of this Conservation Easement and each 30 year period thereafter. Grantor must record the notice and provide a copy of the recorded notice to Grantee and the Service between the 28th and 29th year of each 30 year period. The notice must satisfy the requirements of Florida Statute Sections 704.06 and 712.06. 0y`3 1606 6 TO HAVE AND TO HOLD unto Grantee forever. The covenants, terms, conditions, restrictions, and purposes imposed with this Conservation Easement shall be binding upon Grantor and its successors in interest and shall continue as a servitude running in perpetuity with the Property. IN WITNESS WHEREOF, Grantor has hereunto set its authorized hand this 1 day of d toter ,20/ . GRANTOR: Attestx '3 BOARD 'd COUNT ISSIONERS CRYSTAL K.IKINVI4 CLERK COLL! R COUNT 0;/3 A Byl- 1 • Deputy Clerk, ttes as alb ' APPA A v:it 0ature SRI An•y oli fri airman A•*roved as to fo •nd legal ty: .t ` Date: 10/T 17S Jennifer A.Belpedio ttei Assistant County Atto ,\\47. STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me this ! day of oGfi,hor 20 3 by Andy Solis, as Chairman of the Collier County Board of County Commissioners, on behalf thereof. She is personally known to me. I n1/A %at, Notary Public, Sta of Florida Print Name: My Commissi• Expires: 0 . 6 161] GRANTEE'S ACCEPTANCE Conservation Foundation of the Gulf Coast, Inc., as Grantee herein, hereby accepts and agrees to the conditions of the foregoing Conservation Easement. CONSERVATION FOUNDATION OF THE GULF COAST, INC., a Florida not-for-profit corporatio , , By: Title: ?re.. / Date: (p/Z 1/ Approved as to form and legal sufficiency: S ice. Pig Lt LL.Q_ By: Print Name: ILI 01'4-4) L•L Title: 11'i 1'V-Ht' Approval and Acceptance by Third Party: U.S.Fish and Wildlife Service Vero Beach . ida Field Office Roxanna Hinzman, Field Supervisor SiditiVElorida FcnlndiraI Rot-wires na c- Date: t 0 re---°\\Z3fl\ 1 6 0 6 THIS PAGE INTENTIONALLY LEFT BLANK 0 6 x60 EXHIBIT"A" LEGAL DESCRIPTION OF PROPERTY 0 1606 THIS PAGE INTENTIONALLY LEFT BLANK 160 6 Stantec 3200 Bailey Lane,Suite 200, Naples, FL 34105 Legal Description Of part of Sections 22, 26, 27, 28, 33 and 35, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation North Easement) All that portion of Sections 22, 26, 27, 28, 33, and 35, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Northeast corner of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the east line of said Section 27, South 01°10'11" East 1,451.36 feet; Thence leaving said line, North 89°01'24" East 2,641.46 feet; Thence South 01°09'15" East 7.19 feet; Thence South 00°29'45" East 515.68 feet; Thence South 87°41'04"West 434.44 feet; Thence South 15°34'37"West 476.50 feet; Thence South 55°58'23" East 619.80 feet; Thence South 04°46'34" East 1,121.80 feet; Thence South 01°09'15" East 1,471.58 feet; Thence North 79°08'10" East 177.54 feet; Thence North 88°51'15" East 2,095.54 feet; Thence 530.90 feet along the arc of a circular curve concave Southwest having a radius of 336.69 feet through a central angle of 90°20'40" and being subtended by a chord which bears South 45°58'25" East 477.58 feet; Thence South 00°48'05" East 1,825.70 feet; Thence 171.61 feet along the arc of a circular curve concave East having a radius of 485.73 feet through a central angle of 20°14'33" and being subtended by a chord which bears South 10°55'22" East 170.72 feet to a point on the East line of Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along the East line of said Section 35, South 00°48'05" East 78.64 feet; Thence leaving said line, South 88°54'25"West 1,990.68 feet; Thence North 70°49'52"West 54.03 feet; Thence North 77°28'40" West 14.99 feet; Thence North 54°28'40" West 41.97 feet; Thence North 37°25'14" West 34.79 feet; Thence North 45°00'58" West 20.70 feet; Thence North 70°21'23" West 24.18 feet; Thence North 51°51'31" West 28.95 feet; Thence North 34°55'50" West 18.51 feet; Thence North 33°42'20" West 24.72 feet; Thence North 77°28'40"West 17.60 feet; Thence North 69°27'17" West 13.90 feet; Thence North 75°58'18" West 20.12 feet; Thence North 74°03'45" West 11.84 feet; Thence North 29°45'34" West 13.11 feet; Thence North 21°48'42" West 8.75 feet; Thence North 45°01'00" West 19.78 feet; 0 160 6 Stantec Thence North 74°03'47" West 22.23 feet; Thence North 52°08'26" West 31.99 feet; Thence North 32°01'08" West 29.84 feet; Thence North 23°58'24" West 16.01 feet; Thence North 32°29'12" West 21.20 feet; Thence North 32°01'10" West 15.34 feet; Thence North 80°32'31" West 9.89 feet; Thence North 25°01'47" West 26.91 feet; Thence North 21°02'53" West 28.82 feet; Thence North 54°28'37" West 29.25 feet; Thence North 45°00'58" West 29.89 feet; Thence North 59°45'27" West 22.59 feet; Thence North 56°19'28" West 29.32 feet; Thence North 45°00'59" West 34.49 feet; Thence North 57°16'45"West 33.25 feet; Thence North 74°03'46" West 58.86 feet; Thence North 75°58'18" West 26.82 feet; Thence North 72°15'51" West 42.69 feet; Thence North 69°27'18" West 27.79 feet; Thence North 45°00'56" West 28.97 feet; Thence North 74°03'46" West 49.73 feet; Thence North 69°41'15" West 43.08 feet; Thence North 35°00'28" West 37.31 feet; Thence North 85°14'19" West 19.59 feet; Thence North 76°46'01" West 28.40 feet; Thence North 45°00'55"West 16.10 feet; Thence North 39°49'20" West 12.70 feet; Thence North 30°58'38" West 28.44 feet; Thence North 61°34'15" West 44.39 feet; Thence North 11°19'03" West 8.29 feet; Thence North 72°29'00" West 32.40 feet; Thence North 68°12'32" West 17.52 feet; Thence North 60°57'33" West 16.74 feet; Thence North 26°34'41" West 21.81 feet; Thence North 21°32'48" West 23.90 feet; Thence North 09°28'06" West 9.89 feet; Thence North 08°07'58" West 11.49 feet; Thence North 06°20'40" West 14.72 feet; Thence North 36°53'06"West 8.13 feet; Thence North 33°42'14" West 5.86 feet; Thence North 12°32'06" West 14.99 feet; Thence North 07°07'47" West 13.11 feet; Thence North 18°26'36" West 10.28 feet; Thence North 00°00'00" East 11.38 feet; Thence North 14°02'44" West 18.77 feet; Thence North 33°42'14" West 36.49 feet; Thence North 50°12'34" West 24.10 feet; Thence North 69°27'17" West 21.47 feet; Thence North 63°26'50" West 14.55 feet; Thence North 50°12'38" West 12.70 feet; Thence North 38°40'27" West 10.41 feet; Go 2 160 6 Stantec Thence North 69°27'20" West 13.90 feet; Thence North 65°34'05" West 19.65 feet; Thence North 56°19'28" West 5.86 feet; Thence North 63°26'50" West 14.55 feet; Thence North 82°52'46" West 13.11 feet; Thence North 73°18'36" West 16.98 feet; Thence North 90°00'00" West 13.01 feet; Thence North 68°12'32" West 8.76 feet; Thence North 45°00'59" West 11.88 feet; Thence South 78°41'44" West 17.97 feet; Thence North 82°52'41" West 13.11 feet; Thence North 49°24'51" West 14.99 feet; Thence North 41°12'07" West 17.28 feet; Thence North 60°16'09" West 13.11 feet; Thence North 45°01'00" West 13.80 feet; Thence North 90°00'00" West 29.28 feet; Thence North 81°15'30" West 21.39 feet; Thence North 35°33'18" West 21.76 feet; Thence North 81°15'31" West 33.28 feet; Thence North 75°58'15" West 13.41 feet; Thence North 26°34'35" West 10.00 feet; Thence North 68°12'32" West 37.22 feet; Thence North 90°00'00" West 6.51 feet; Thence North 59°45'27" West 22.59 feet; Thence South 78°41'41"West 8.29 feet; Thence North 90°00'00" West 16.26 feet; Thence North 82°24'34" West 31.40 feet; Thence South 81°52'29"West 17.85 feet; Thence North 90°00'00"West 21.14 feet; Thence North 81°52'29" West 11.50 feet; Thence North 77°00'43" West 21.70 feet; Thence North 79°42'06" West 18.18 feet; Thence South 82°52'46" West 13.11 feet; Thence North 90°00'00" West 13.01 feet; Thence North 73°18'36" West 16.98 feet; Thence North 78°41'41" West 8.29 feet; Thence North 66°48'46" West 12.39 feet; Thence North 66°02'59" West 35.65 feet; Thence North 84°17'35" West 17.93 feet; Thence North 83°39'49" West 14.73 feet; Thence North 77°54'40" West 23.29 feet; Thence North 74°45'13"West 24.72 feet; Thence North 90°00'00" West 23.31 feet; Thence South 77°28'40" West 14.99 feet; Thence North 81°52'25" West 11.50 feet; Thence North 74°45'11" West 18.54 feet; Thence North 81°15'30" West 28.11 feet; Thence South 84°48'32"West 29.26 feet; Thence North 78°41'49" West 8.29 feet; Thence North 74°02'39" West 19.65 feet; Thence North 56°19'28" West 18.49 feet; 3 0 1606 csStantec Thence South 78°41'49"West 10.85 feet; Thence North 63°26'54" West 16.62 feet; Thence South 78°41'41" West 8.42 feet; Thence North 75°58'17" West 29.80 feet; Thence North 81°52'27" West 23.00 feet; Thence North 90°00'00" West 32.53 feet; Thence North 83°39'45" West 14.73 feet; Thence North 71°34'34" West 10.29 feet; Thence North 90°00'00" West 27.65 feet; Thence South 78°41'49" West 8.29 feet; Thence North 85°36'15" West 21.21 feet; Thence North 69°27'17" West 27.79 feet; Thence North 90°00'00"West 9.76 feet; Thence North 71°34'34" West 5.14 feet; Thence North 59°03'01" West 13.55 feet; Thence North 75°58'15" West 24.91 feet; Thence North 63°26'51" West 18.18 feet; Thence North 53°08'49" West 8.13 feet; Thence North 71°34'28" West 10.29 feet; Thence North 68°12'32" West 16.84 feet; Thence North 83°39'50" West 31.72 feet; Thence North 75°58'09" West 6.71 feet; Thence North 84°48'32" West 17.96 feet; Thence North 80°32'37" West 9.89 feet; Thence North 80°32'31" West 16.82 feet; Thence South 75°58'22" West 24.81 feet; Thence North 90°00'00" West 8.13 feet; Thence South 81°52'24" West 11.50 feet; Thence North 90°00'00" West 8.13 feet; Thence South 69°27'17"West 13.90 feet; Thence South 77°28'40" West 14.99 feet; Thence South 71°34'30"West 15.43 feet; Thence South 80°32'29" West 9.89 feet; Thence South 63°26'57"West 14.55 feet; Thence South 64°59'42"West 26.92 feet; Thence South 74°03'47"West 11.84 feet; Thence South 59°03'01"West 18.96 feet; Thence South 84°17'31"West 16.35 feet; Thence South 85°36'15" West 21.21 feet; Thence North 90°00'00" West 32.53 feet; Thence North 83°39'50" West 14.73 feet; Thence North 71°34'28" West 10.29 feet; Thence North 77°28'40" West 14.99 feet; Thence North 00°00'00" East 1.63 feet; Thence North 88°23'04" West 20.02 feet; Thence South 81°52'28"West 16.75 feet; Thence South 86°11'17" West 35.61 feet; Thence South 64°48'40"West 22.25 feet; Thence South 66°48'46"West 9.02 feet; Thence South 41°12'06"West 19.64 feet; Thence South 75°58'16"West 2.54 feet; Ctp 4 16136 Stantec Thence West 16.58 feet; Thence South 69°27'16"West 16.19 feet; Thence South 74°03'47" West 22.42 feet; Thence South 78°41'46" West 6.04 feet; Thence South 69°27'15" West 10.12 feet; Thence North 90°00'00" West 18.95 feet; Thence South 45°00'58" West 5.02 feet; Thence South 63°26'51" West 7.94 feet; Thence South 66°02'58" West 11.66 feet; Thence South 80°32'34" West 7.20 feet; Thence South 66°48'46" West 9.02 feet; Thence South 68°12'35"West 6.38 feet; Thence North 90°00'00"West 4.74 feet; Thence South 63°26'51"West 1.99 feet; Thence South 73°18'34"West 21.64 feet; Thence South 80°32'34"West 7.20 feet; Thence West North 90°00'00"4.74 feet; Thence South 75°58'17"West 4.88 feet; Thence South 14°02'38"West 4.88 feet; Thence South 63°26'51"West 8.94 feet; Thence South 84°17'34"West 22.40 feet; Thence South 51°21'21"West 20.36 feet; Thence South 50°12'36"West 9.25 feet; Thence South 59°03'01"West 16.32 feet; Thence South 74°03'47" West 21.16 feet; Thence South 75°58'16" West 14.32 feet; Thence North 84°48'30" West 12.21 feet; Thence North 82°52'44" West 9.55 feet; Thence North 85°55'00" West 16.62 feet; Thence South 71°34'28" West 7.49 feet; Thence South 74°45'11"West 22.51 feet; Thence South 53°08'44"West 9.87 feet; Thence South 69°27'16" West 10.12 feet; Thence South 72°54'22"West 16.11 feet; Thence North 90°00'00"West 46.59 feet; Thence South 69°27'15" West 13.49 feet; Thence North 90°00'00" West 17.77 feet; Thence South 75°58'17" West 4.88 feet; Thence South 83°39'48" West 10.73 feet; Thence North 90°00'00" West 18.95 feet; Thence South 62°50'06" West 20.88 feet to a point on the East line of Section 34, Township 46 South, Range 28 East, Collier County, Florida; Thence along said East line, North 01°10'38" West 1,369.12 feet to the Northeast corner of said Section 34; Thence along the North line of said Section 34, in the following 2 (two) courses: 1. South 89°32'22"West 2,635.27 feet; 2. South 89°34'45"West 2,640.41 feet to the Northwest corner of said Section 34; Thence along the West line of said Section 34, South 00°27'07" East 220.66 feet; Thence leaving said line, West 207.03 feet; Thence South 88°13'20" West 31.02 feet; Thence South 84°34'04" West 32.72 feet; 5 0 160 6 Stantec Thence South 80°49'16"West 32.72 feet; Thence South 77°04'04"West 32.72 feet; Thence South 73°19'13" West 32.72 feet; Thence South 69°34'05" West 32.72 feet; Thence South 65°49'11" West 32.72 feet; Thence South 62°04'14" West 32.72 feet; Thence South 58°19'10" West 18.06 feet; Thence South 89°44'17"West 7.31 feet; Thence North 90°00'00" West 40.66 feet; Thence South 36°51'00" West 21.40 feet; Thence South 05°11'30" West 29.34 feet; Thence South 47°04'07" West 34.13 feet; Thence South 43°19'07" West 32.72 feet; Thence South 39°34'14" West 36.31 feet; Thence South 35°58'28"West 305.44 feet; Thence South 34°57'22"West 17.72 feet; Thence South 32°04'10"West 32.72 feet; Thence South 28°19'19" West 32.72 feet; Thence South 24°34'06"West 32.72 feet; Thence South 20°49'05"West 38.61 feet; Thence South 16°32'34" West 110.84 feet; Thence South 13°19'05" West 35.16 feet; Thence South 09°34'09" West 32.72 feet; Thence South 05°56'21" West 10.46 feet; Thence North 87°40'21" West 69.09 feet; Thence North 83°38'36" West 4.18 feet; Thence South 54°27'33" West 0.48 feet; Thence North 87°40'21" West 48.58 feet; Thence North 86°49'35" West 40.20 feet; Thence South 58°00'26" West 1.05 feet; Thence North 87°40'21" West 463.62 feet; Thence North 50°12'30" West 12.42 feet; Thence South 59°02'48"West 13.77 feet; Thence North 87°40'21" West 40.95 feet; Thence North 45°00'00" West 13.00 feet; Thence South 75°22'16"West 15.24 feet; Thence South 75°23'29"West 15.00 feet; Thence North 87°40'21" West 61.92 feet; Thence North 74°03'52" West 4.81 feet; Thence North 69°25'46" West 11.19 feet; Thence South 71°32'28"West 13.07 feet; Thence North 87°40'21" West 149.05 feet; Thence North 02°44'46" West 22.99 feet; Thence North 02°11'52" West 34.08 feet; Thence North 01°58'56" West 4.42 feet; Thence North 02°37'38" East 522.70 feet; Thence North 09°40'05" East 197.26 feet; Thence North 04°29'02" East 174.48 feet; Thence North 10°12'57" West 135.89 feet; Thence North 50°04'16" West 100.64 feet; Thence North 77°04'03" East 29.80 feet; 6 1606 Stantec Thence North 73°19'10" East 32.72 feet; Thence North 69°34'14" East 32.72 feet; Thence North 65°49'07" East 32.72 feet; Thence North 62°04'15" East 32.72 feet; Thence North 58°19'06" East 32.72 feet; Thence North 54°34'11" East 32.72 feet; Thence North 50°49'06" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39°43'52" East 29.52 feet; Thence North 50°50'25" East 34.91 feet; Thence North 48°59'07" East 139.11 feet; Thence North 47°04'13" East 29.89 feet; Thence North 88°01'00" East 64.65 feet; Thence North 89°02'05" East 43.18 feet; Thence North 89°01'56" East 0.48 feet; Thence North 89°01'57" East 0.84 feet; Thence North 89°00'52" East 43.73 feet; Thence North 85°56'06" East 74.09 feet; Thence North 88°55'03" East 41.72 feet; Thence North 88°54'41" East 40.52 feet; Thence North 90°00'00" East 82.19 feet; Thence North 87°13'27" East 30.98 feet; Thence North 87°04'18" East 29.43 feet; Thence North 71°14'23" East 39.83 feet Thence North 55°50'28" East 25.49 feet; Thence North 31°00'36" East 26.43 feet; Thence North 17°08'05" East 33.12 feet; Thence North 01°09'47" East 36.95 feet; Thence North 04°30'31" West 86.27 feet; Thence North 03°09'26" West 33.94 feet; Thence North 03°09'43" West 61.96 feet; Thence North 05°50'02" West 66.72 feet; Thence North 00°42'09" West 32.33 feet; Thence North 00°42'45" West 27.99 feet; Thence North 03°20'41" West 28.58 feet; Thence North 03°21'16" West 10.02 feet; Thence North 06°35'45" West 39.42 feet; Thence North 03°45'45" West 34.76 feet; Thence North 04°44'22" West 20.99 feet; Thence North 04°44'16" West 0.19 feet; Thence North 04°45'08" West 15.17 feet; Thence North 09°38'54" West 25.32 feet; Thence North 09°37'56" West 6.91 feet; Thence North 88°44'42" East 1.40 feet; Thence North 18°48'39" West 48.43 feet; Thence North 16°56'58" West 28.42 feet; Thence North 20°06'22" West 32.89 feet; Thence North 18°26'05" West 16.73 feet; Thence North 14°01'42" West 21.77 feet; Thence North 08°46'45" West 29.73 feet; 7 1606 Stantec Thence North 06°28'51" West 26.54 feet; Thence North 04°07'04" West 31.77 feet; Thence North 02°02'13" East 43.02 feet; Thence North 04°39'28" East 46.16 feet; Thence North 02°06'26" West 23.13 feet; Thence North 02°04'56" West 17.70 feet; Thence North 01°33'45" East 24.82 feet; Thence North 01°33'12" East 30.14 feet; Thence North 01°33'30" West 110.16 feet; Thence North 08°31'23" West 45.76 feet; Thence North 04°37'44" West 46.91 feet; Thence North 06°39'43" West 58.46 feet; Thence North 08°04'49" West 32.19 feet; Thence North 04°55'41" West 52.82 feet; Thence North 05°02'40" West 34.08 feet; Thence North 14°22'43" West 30.45 feet; Thence North 24°09'36" West 31.30 feet; Thence North 26°04'41" West 39.41 feet; Thence North 24°23'05" West 28.59 feet; Thence North 26°44'17" West 27.43 feet; Thence North 09°12'13" West 28.29 feet; Thence North 05°18'48" East 24.23 feet; Thence North 18°41'30" East 1.77 feet; Thence South 85°19'19"West 31.60 feet; Thence North 83°20'11" West 64.60 feet; Thence North 80°31'58" West 25.34 feet; Thence North 58°21'36" West 12.72 feet; Thence North 53°50'30" West 43.25 feet; Thence North 32°46'22" East 34.25 feet; Thence North 10°43'16" East 24.43 feet; Thence North 05°24'31" West 23.53 feet; Thence North 42°22'14" West 25.14 feet; Thence North 69°10'27" West 16.54 feet; Thence North 64°10'08" West 25.38 feet; Thence North 36°48'47" West 14.75 feet; Thence North 30°57'15" West 12.90 feet; Thence North 53°32'30" West 24.71 feet; Thence North 42°13'19" West 21.94 feet; Thence North 33°38'37" West 21.25 feet; Thence North 45°09'00" West 24.57 feet; Thence North 62°38'50" West 37.64 feet; Thence North 66°53'50" West 28.03 feet; Thence North 78°13'51" West 18.07 feet; Thence North 67°29'34" West 13.56 feet; Thence North 62°16'37" West 17.47 feet; Thence North 54°05'21" West 20.03 feet; Thence North 57°00'48" West 21.33 feet; Thence North 73°58'56" West 21.98 feet; Thence South 87°20'46"West 16.24 feet; Thence North 90°00'00" West 19.15 feet; Thence North 76°28'09" West 18.97 feet; 8 1606 Stantec Thence North 78°06'33" West 14.30 feet; Thence North 90°00'00"West 19.16 feet; Thence North 87°29'57" West 16.96 feet; Thence North 83°10'54" West 31.16 feet; Thence North 73°51'03" West 13.30 feet; Thence North 73°50'05" West 15.85 feet; Thence North 74°25'11" West 19.10 feet; Thence North 70°53'37" West 17.97 feet; Thence North 72°59'30" West 17.70 feet; Thence North 75°37'04" West 32.71 feet; Thence North 77°49'14" West 27.88 feet; Thence North 71°34'43" West 32.62 feet; Thence North 81°52'11" West 26.07 feet; Thence North 68°31'12" West 26.13 feet; Thence North 65°14'37" West 31.62 feet; Thence North 70°23'26" West 35.20 feet; Thence North 65°46'58" West 32.31 feet; Thence North 71°09'43" West 36.58 feet; Thence North 72°25'55" West 31.70 feet; Thence North 74°02'24" West 26.82 feet; Thence North 83°15'09" West 25.83 feet; Thence South 66°43'37" West 28.25 feet; Thence South 87°56'06" West 19.16 feet; Thence North 85°31'09" West 18.47 feet; Thence North 77°51'22" West 21.10 feet; Thence North 70°51'49" West 15.61 feet; Thence North 50°09'28" West 17.26 feet; Thence North 24°01'03" West 14.51 feet; Thence North 02°46'33" West 14.76 feet; Thence North 04°36'18" East 8.91 feet; Thence North 05°19'43" East 8.10 feet; Thence North 87°13'01" West 0.10 feet; Thence North 04°36'18" East 0.75 feet; Thence North 90°00'00" West 36.08 feet; Thence South 87°33'38" West 17.67 feet; Thence North 82°43'39" West 17.82 feet; Thence North 90°00'00"West 19.38 feet; Thence North 39°10'55" West 22.56 feet; Thence North 42°48'01" West 30.48 feet; Thence North 44°32'56" West 19.18 feet; Thence North 36°17'35" West 68.94 feet; Thence North 39°10'52" West 34.26 feet; Thence North 42°55'47" West 32.72 feet; Thence North 46°40'55" West 32.72 feet; Thence North 50°16'53" West 30.15 feet; Thence North 52°00'41" West 51.70 feet; Thence North 54°10'39" West 32.91 feet; Thence North 57°55'53" West 32.72 feet; Thence North 61°40'57" West 32.72 feet; Thence North 65°25'43" West 32.72 feet; Thence North 69°10'55" West 32.72 feet; 9 0 16136 Stantec Thence North 72°55'48" West 32.72 feet; Thence North 76°40'52" West 32.72 feet; Thence North 80°25'47" West 15.59 feet; Thence North 03°04'25" West 7.95 feet; Thence North 00°00'00" East 39.00 feet; Thence North 11°15'18" West 25.92 feet; Thence North 04°44'36" West 36.64 feet; Thence North 06°57'39" West 30.42 feet; Thence North 07°33'25" West 22.31 feet; Thence North 10°40'06" West 23.98 feet; Thence North 29°47'55" West 26.78 feet; Thence North 83°50'28" West 30.34 feet; Thence North 82°10'49" West 21.57 feet; Thence North 82°24'49" West 17.09 feet; Thence North 65°29'49" West 7.65 feet; Thence North 15°16'43" West 21.14 feet; Thence North 07°50'51" West 21.58 feet; Thence North 06°51'54" West 18.57 feet; Thence North 21°11'07" West 24.46 feet; Thence North 35°08'55" West 24.31 feet; Thence North 38°07'32" West 26.22 feet; Thence North 41°49'59" West 18.78 feet; Thence North 34°26'25" West 16.98 feet; Thence North 38°35'23"West 23.58 feet; Thence North 35°34'59" West 25.36 feet; Thence North 31°32'22" West 22.51 feet; Thence North 27°34'19" West 29.79 feet; Thence North 33°16'57" West 40.64 feet; Thence North 23°50'31" West 27.39 feet; Thence North 31°32'25" West 22.51 feet; Thence North 37°10'30" West 26.83 feet; Thence North 37°21'48" West 35.23 feet; Thence North 28°32'57"West 29.31 feet; Thence North 24°30'57" West 27.18 feet; Thence North 10°16'10" West 175.15 feet; Thence North 05°25'21" East 219.23 feet; Thence North 55°23'22" East 109.78 feet; Thence North 85°20'29" East 171.74 feet; Thence North 05°55'46" West 112.19 feet; Thence North 05°55'49" West 117.14 feet; Thence North 67°07'12" West 193.77 feet; Thence North 01°38'41" West 23.52 feet; Thence North 02°42'37" West 23.13 feet; Thence North 00°39'23" East 20.58 feet; Thence North 02°44'56" East 48.49 feet; Thence North 00°00'00" East 42.76 feet; Thence North 03°47'03" East 45.03 feet; Thence North 02°23'18" East 52.36 feet; Thence North 01°56'59" East 44.22 feet; Thence North 03°15'26" East 51.65 feet; Thence North 07°56'29" East 63.99 feet; 0p,0 10 1606 Stantec Thence North 02°39'00" West 16.27 feet; Thence North 00°00'00" East 29.43 feet; Thence North 02°32'31" East 16.96 feet; Thence North 01°51'04" East 22.13 feet; Thence North 02°03'36" West 19.89 feet; Thence North 01°49'41" West 2.81 feet; Thence North 38°14'36" East 135.54 feet; Thence North 69°58'35" East 78.82 feet; Thence South 88°08'43" East 21.17 feet; Thence North 86°46'54" East 26.58 feet; Thence North 77°24'40" East 20.37 feet; Thence North 82°29'58" East 28.24 feet; Thence North 83°42'24" East 20.02 feet; Thence North 84°42'30" East 28.42 feet; Thence North 81°50'05" East 48.82 feet; Thence North 81°38'00" East 25.34 feet; Thence North 87°04'41" East 29.51 feet; Thence North 78°27'05" East 33.07 feet; Thence North 79°06'20" East 39.01 feet; Thence North 76°14'11" East 40.22 feet; Thence North 82°18'42" East 43.87 feet; Thence North 86°55'24" East 22.37 feet; Thence North 81°34'54" East 22.12 feet; Thence North 73°48'05" East 18.39 feet; Thence North 83°45'53" East 20.78 feet; Thence North 90°00'00" East 14.72 feet; Thence North 78°41'24" East 18.80 feet; Thence North 81°06'27" East 23.85 feet; Thence North 86°59'43" East 27.29 feet; Thence North 81°38'00" East 25.34 feet; Thence North 74°16'36" East 24.48 feet; Thence North 84°01'02" East 28.15 feet; Thence North 80°48'15" East 41.82 feet; Thence North 85°21'06" East 36.21 feet; Thence North 82°22'34" East 38.66 feet; Thence North 82°43'11" East 11.87 feet; Thence North 76°23'14" East 6.08 feet; Thence North 84°41'51" East 8.14 feet; Thence North 84°42'40" East 8.16 feet; Thence North 90°00'00" East 16.93 feet; Thence North 84°55'34" East 17.01 feet; Thence North 24°02'10" East 18.79 feet; Thence North 03°14'52"West 11.44 feet; Thence North 03°38'36" East 32.62 feet; Thence North 83°39'44" East 89.38 feet; Thence South 86°18'45" East 75.34 feet; Thence South 85°54'31" East 34.04 feet; Thence South 32°44'37" East 40.37 feet; Thence North 39°04'33" East 49.33 feet; Thence North 39°37'13" East 49.39 feet to a point on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida; 11 `L'V 160 Stantec Thence along the North line of Section 28 North 89°00'45" East 1,633.27 feet to the Northwest corner of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of Section 27, North 88°59'47" East 544.11 feet; Thence leaving said North Line, South 19°06'14" West 10.47 feet; Thence South 28°44'59" West 101.07 feet; Thence South 20°02'53" East 54.15 feet; Thence South 50°55'47" East 205.68 feet; Thence South 71°37'21" East 161.35 feet; Thence South 57°19'18" East 92.06 feet; Thence South 04°24'10"West 4.07 feet; Thence South 05°02'37" West 16.97 feet; Thence South 78°41'03" East 51.12 feet; Thence South 57°19'18" East 11.61 feet; Thence North 66°30'37" East 156.45 feet; Thence North 43°05'32" East 111.36 feet; Thence North 54°09'52" East 7.54 feet; Thence North 24°13'23" East 10.03 feet; Thence North 38°19'09" East 265.34 feet; Thence North 60°38'47" East 33.65 feet; Thence North 60°37'42" East 24.89 feet; Thence North 90°00'00" East 140.59 feet; Thence South 85°01'40" East 202.86 feet; Thence South 87°42'41" East 109.92 feet; Thence South 77°37'04" East 184.40 feet; Thence South 71°34'13" East 125.04 feet; Thence South 84°48'18" East 145.57 feet; Thence South 79°41'28" East 49.13 feet; Thence South 48°59'29" East 133.90 feet; Thence South 36°34'18" East 169.58 feet; Thence South 37°52'34" East 200.36 feet; Thence South 49°45'33" East 74.82 feet; Thence South 72°21'05" East 101.43 feet; Thence South 84°33'23" East 92.67 feet; Thence North 75°18'59" East 79.36 feet; Thence North 59°55'10" East 112.95 feet; Thence South 01°42'47" East 267.60 feet; Thence South 05°53'55" East 161.67 feet; Thence South 40°39'18" East 83.28 feet; Thence North 55°25'24" East 257.35 feet; Thence North 76°30'04" East 140.60 feet; Thence North 85°36'12" East 214.06 feet; Thence North 33°26'12" East 295.95 feet; Thence North 08°00'17"West 159.08 feet; Thence North 03°00'15" West 107.63 feet; Thence North 14°27'48" West 106.77 feet; Thence North 19°15'20" West 160.79 feet; Thence North 16°35'28" West 249.99 feet; Thence South 67°25'28" East 132.51 feet; Thence North 70°39'09" East 127.70 feet; Thence South 00°31'14" East 102.21 feet to a point on the North line of Section 27, 12 CA 1606 Stantec Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of said Section 27, North 88°57'47" East 1,320.38 feet to the POINT OF BEGINNING. Containing 1,330.12 acres, more or less. LESS AND EXCEPT COMMENCING at the Northwest corner of Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of said Section 35, North 88°50'43" East 989.65 feet to the POINT OF BEGINNING; Thence continue along said North line, North 88°50'43" East 330.07 feet; Thence leaving said line South 01°04'38" East 665.87 feet; Thence South 88°51'14" West 329.78 feet; Thence North 01°06'08"West 665.77 feet to the POINT OF BEGINNING. Containing 5.04 acres, more or less. Containing 1,325.08 net acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45" East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors S .W By: July 6, 2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 13 it 1606 Stantec 3200 Bailey Lane, Suite 200, Naples, FL 34105 Legal Description Of part of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation Easement South) All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida; Thence along the South line of said Section 33, South 88°24'14" West 5,311.29 feet to the Southwest corner of Section 33; Thence along the West line of Section 33, North 00°28'34"West 223.38 feet; Thence leaving said West line, North 54°23'47" East 56.65 feet; Thence North 01°34'46" East 111.63 feet; Thence North 26°11'08" East 96.92 feet; Thence North 75°07'28" East 108.66 feet; Thence South 75°48'14" East 107.06 feet; Thence South 61°17'06" East 107.59 feet; Thence South 82°52'46" East 158.86 feet; Thence North 55°32'51" East 162.44 feet; Thence North 52°28'37" East 268.07 feet; Thence North 48°27'43" East 163.33 feet; Thence North 44°31'57" East 159.99 feet; Thence North 23°01'32" East 156.02 feet; Thence North 14°41'52" East 215.45 feet; Thence North 28°44'01" East 160.01 feet; Thence North 39°04'47" East 161.72 feet; Thence North 51°12'12" East 161.07 feet; Thence North 72°00'29" East 159.38 feet; Thence North 85°01'26" East 160.81 feet; Thence North 69°49'46" East 107.08 feet; Thence North 63°09'55" East 214.48 feet; Thence North 76°26'30" East 160.99 feet; Thence South 80°58'13" East 214.34 feet; Thence South 80°45'14" East 214.47 feet; Thence South 87°21'54" East 107.08 feet; Thence North 79°25'51" East 107.36 feet; Thence North 76°45'34" East 107.47 feet; Thence North 01°27'07" East 250.73 feet; Thence South 76°55'22" East 22.01 feet; Thence South 77°44'21" East 14.20 feet; Thence South 80°25'31" East 32.77 feet; Thence South 84°10'52" East 32.72 feet; Thence South 87°55'54" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; 16136 3Stantec Thence North 84°34'14" East 32.72 feet; Thence North 80°49'08" East 32.72 feet; Thence North 77°04'06" East 32.72 feet; Thence North 74°08'33" East 18.35 feet; Thence North 73°05'31" East 62.06 feet; Thence North 72°16'11" East 14.38 feet; Thence North 69°34'14" East 32.72 feet; Thence North 65°49'07" East 32.72 feet; Thence North 62°42'28" East 21.57 feet; Thence North 61°28'20" East 79.03 feet; Thence North 60°50'00" East 11.15 feet; Thence North 58°19'11" East 32.72 feet; Thence North 54°34'10" East 32.72 feet; Thence North 50°49'10" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 44°45'08" East 7.70 feet; Thence North 44°18'42" East 135.33 feet; Thence North 57°23'16" East 16.51 feet; Thence North 54°34'15" East 32.72 feet; Thence North 50°49'05" East 32.72 feet; Thence North 47°16'10" East 29.25 feet; Thence North 45°35'21" East 14.07 feet; Thence North 45°23'51" East 3.47 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39°34'13" East 32.72 feet; Thence North 36°05'30" East 27.94 feet; Thence North 50°59'16" East 58.75 feet; Thence North 57°41'34" East 21.79 feet; Thence North 54°34'15" East 32.72 feet; Thence North 52°28'24" East 3.68 feet; Thence North 52°16'23" East 63.02 feet; Thence North 50°36'24" East 29.04 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°20'20" East 2.88 feet; Thence South 31°06'46" East 19.07 feet; Thence South 32°25'11" East 35.96 feet; Thence South 32°59'02" East 9.91 feet; Thence South 35°25'56" East 32.72 feet; Thence South 39°10'52" East 32.72 feet; Thence South 42°48'16" East 30.48 feet; Thence South 44°32'55" East 110.53 feet; Thence South 44°39'57" East 2.24 feet; Thence South 46°40'53" East 32.72 feet; Thence South 50°25'48" East 32.72 feet; Thence South 52°59'56" East 12.05 feet; Thence South 53°41'11" East 84.51 feet; Thence South 54°52'11" East 20.68 feet; Thence South 57°55'49" East 32.72 feet; Thence South 61°40'53" East 32.72 feet; Thence South 64°39'48" East 19.31 feet; Thence South 55°05'04" East 16.97 feet; 2 1606 Stantec Thence South 57°24'39" East 23.69 feet; Thence South 58°46'15" East 56.97 feet; Thence South 59°17'05" East 9.03 feet; Thence South 61°40'59" East 32.72 feet; Thence South 65°25'44" East 32.72 feet; Thence South 69°10'50" East 32.72 feet; Thence South 72°55'55" East 32.72 feet; Thence South 74°58'35" East 3.16 feet; Thence South 75°10'04" East 121.80 feet; Thence South 76°51'48" East 29.56 feet; Thence South 80°25'44" East 32.72 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; Thence North 84°34'14" East 32.72 feet; Thence North 81°53'48" East 13.86 feet; Thence North 81°06'24" East 99.28 feet; Thence South 81°29'37" East 14.13 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; Thence North 84°34'14" East 29.06 feet to a point on the East line of aforementioned Section 33; Thence along said East line, South 00°27'07" East 1,978.48 feet to the POINT OF BEGINNING. Containing 191.77 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida, being North 89°00'45" East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: July 6, 2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 0 3 EXHIBIT G 1606 Exhibit G Credit Receipt Form 16E16 THIS PAGE INTENTIONALLY LEFT BLANK 3 1606 Exhibit G—Pepper Ranch Preserve Conservation Bank Credit Receipt Form Coter County Memorandum To: XXXXXX From: Melissa Hennig, Senior Environmental Specialist, Parks and Recreation Division, Conservation Collier Section Date: XXXXXX Subject: Conservation Credit Receipt This memorandum certifies that Pepper Ranch Preserve Conservation Bank has provided compensatory Florida Panther Habitat mitigation for (County Division's) project currently known as . The project is further identified as US Army Corps of Engineers Permit Number: and US Fish and Wildlife Service Log Number: The Conservation Credits, provided as mitigation, are known as Panther Habitat Units. Accordingly, Panther Habitat Units have been transferred from the Pepper Ranch Preserve Conservation Bank Official Credit Ledger to the Collier County Division. Parks and Recreation Division Public Services Department ) f e-= 1 0 Exlfiibii G-Pepper Ranch Preserve Credit Ledger Bank Acreage-1,516.84 Total PHUs for bank-8,669 _ Reference �. USACE USFWS Panther Applicant Transfer Date Transfer Name PHU PHU Contact Number Permit App# Log# Transferred Remaining , Information Insert beginning PHUs here C EXHIBIT H 1 6 0 6 Exhibit H Trust Agreement and Trustee's Certification 1606 THIS PAGE INTENTIONALLY LEFT BLANK 1 6 RESOLUTION NO. 2018- A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, CREATING AN ENDOWMENT TRUST FUND TO ENSURE THAT ADEQUATE FUNDS ARE AVAILABLE TO MANAGE THE PEPPER RANCH PRESERVE CONSERVATION BANK IN PERPETUITY SO THAT SUCH FUNDS WILL NOT BE USED FOR OTHER PURPOSES WHICH IS A PREREQUISTE TO GENERATE PANTHER HABITAT CREDITS ON THE PROPERTY FOR THE PURPOSE OF MITIGATING ENVIRONMENTAL IMPACTS CREATED BY COUNTY PROJECTS AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on February 6, 2009, Collier County acquired approximately 1,516.84 acres of real property ("Property") for use in the Conservation Collier program in accordance with Ordinance No. 02-63, as amended ("Conservation Collier Implementation Ordinance); and WHEREAS, Collier County desires to also use the Property to generate Panther Habitat Units ("PHUs") in order to mitigate environmental impacts created by County projects; and WHEREAS, the concurrent use of the Property in the Conservation Collier program and to generate PHUs is consistent with the goals, objectives and policies of the Conservation Collier program; and WHEREAS,the Conservation Collier Implementation Ordinance established a Conservation Collier Management Trust Fund for the preservation, enhancement, restoration, conservation and maintenance of properties acquired for use in the Conservation Collier program; and WHEREAS, United States Fish and Wildlife Services ("USFWS") requires Collier County to create a separate endowment trust to ensure that adequate funds are available to manage the Pepper Ranch Preserve Conservation Bank in perpetuity as a prerequisite to the generation of PHUs; and WHEREAS, USFWS standard approved documents, as modified for use by Collier County, for the creation of the trust, investment policy and trust assets are attached hereto as Exhibit"A". NOW, THEREFORE BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA, that: 1. An endowment fund/trust is established to ensure that adequate funds are available to manage the in perpetuity and not used for other purposes as more specifically described in Exhibit"A"attached hereto. re E a RANck--I PPEsc-12-vr✓ NO-C ex rd/l11f 16LJ6 This Resolution is adopted after motion; second and majority vote favoring adoption thus r`' day Oc? 42er , 2018. Attest:> BOARD OF COUNTY COMMISSIONERS CRYSTAAL_.K.,KIZALCLERK OF COLLIER CO . TY, FLS ' DA 110 fJJ3=- Palk BY *.` - De u erk Attest as to Chairman's' p V! Soir HAIRm‘1 signature only. A.•roved for form and legality: Je . fer A. Be pedis Assistant County AMVP y '\\ C'Y EXHIBIT ...L.- 160 6 • Page .of...IIII..... /'� PEPPER RANCH PRESERVE CONSERVATION BANK ENDOWMENT FUND TRUST AGREEMENT This Pepper Ranch Preserve Conservation Bank Endowment Fund Trust Agreement (including exhibits hereto, the "Trust Agreement") is made and entered into this day of areskpl" , 2011, by and between the Collier County, Florida Board of County Commissioners (the "Grantor" or "Collier County"), as well as its successors and assigns, and the Clerk of the Circuit Court of Collier County(the"Trustee" or"Clerk") (collectively referred to as the"Parties"). RECITALS A. The United States Fish and Wildlife Service (the "Service") and Collier County Board of County Commissioners have entered into the Pepper Ranch Preserve Conservation Bank Agree nt (the "Conservation Bank Agreement"), including its exhibits, dated /p ? g , wherein the Service approved the Pepper Ranch Preserve Cons ry tion Bank (the "Conservation Bank") described below, which will be established and operated by Collier County. The Conservation Bank Agreement and its exhibits are incorporated herein by reference. ,Th B. Collier County is the owner of approximately 1,516.84 acres of real property known as a portion of the Pepper Ranch Preserve (the "Property") located in Collier County, Florida, and more completely described in Attachment"A" attached hereto. The Property comprises the Conservation Bank. C. Pursuant to the Conservation Bank Agreement, the Pepper Ranch Preserve Conservation Bank Habitat Management Plan (the "Management Plan") and Conservation Easement, Collier County agreed to and is obligated to manage and maintain the Property in perpetuity in order to preserve its habitat and conservation values for the federally-listed Florida panther (Puma concolor coryi) (the "Covered Species") and other species that are dependent on the Property. The Management Plan is attached hereto as Attachment «B„ D. In accordance with the Conservation Bank Agreement, Collier County will establish the Pepper Ranch Preserve Conservation Endowment Fund Trust (the "Trust"). The Trust will consist of two separate ledger accounts: an interim management account and an endowment account. Both accounts will be maintained and used to manage the Property in accordance with the Conservation Bank Agreement. Collier County will contribute to the Trust certain assets that shall be held therein. E. Pursuant to the Conservation Bank Agreement and this Trust Agreement, Collier County authorizes the Trustee to establish and maintain a separate interest bearing interim ,,.-„, management account (the "Interim Management Account"). Funds within this account 0 6 •.i .:xw 1 0 • will be specifically dedicated to cover the management costs associated with the Property during the Interim Management Period, as defined in the Conservation Bank Agreement. Upon establishment of the Conservation Bank, as defined in the Conservation Bank Agreement, Collier County will deposit into the Interim Management Account a minimum lump sum amount equal to $253,600. At the close of the Interim Management Period, the Interim Management Account shall be appropriated in the manner set forth in Section 3.4,below. F. Pursuant to the Conservation Bank Agreement and this Trust Agreement, Collier County authorizes the Trustee to establish and maintain a separate non-wasting interest bearing endowed account(the "Endowment Fund") with, among other things, funds that Collier County collects from the sale and/or conveyance of conservation credits on the Property. After bank establishment and beginning with the receipt of funds from the sale or conveyance of the first conservation credit, Collier County will deposit into the Endowment Fund a minimum amount equal to $454.49 per conservation credit sold or conveyed until the principal (also the "Target Amount," as defined in the Conservation Bank Agreement, or the "Corpus") of the Endowment Fund totals $3,940,000. The accrued interest and earnings from the Endowment Fund shall be solely used to defray costs associated with the maintenance and management of the Property in perpetuity in accordance with the Conservation Bank Agreement. G. The Clerk of the Circuit Court will serve as Trustee of the Trust. The position of Clerk is an entity created by Article V, Section 16, Florida Constitution, and is independent from the Board of County Commissioners of Collier County, pursuant to the Florida Constitution and Florida Statutes, including but not limited to Sections 28.12 and 125.17. The Clerk is the ex-officio clerk and accountant of Collier County as well as the auditor and custodian of all County funds. H. As Trustee, the Clerk will receive, hold, and manage monies from the Interim Management Account and Endowment Fund in accordance with the Conservation Bank Agreement, the Management Plan, and this Trust Agreement and distribute monies after determining the legality of the expenditure. The Trustee shall have all the rights to and responsibilities for the management of the Interim Management Account and Endowment Fund and for the investment of the monies in the Interim Management Account and Endowment Fund. The accrued interest and earnings from the Interim Management Account and Endowment Fund shall be used exclusively to fund the management and maintenance of the Property as provided in the Conservation Bank Agreement and the Management Plan. The Trustee shall provide to the Service an annual "Financial Report of the Trust", as more particularly described in Section 4.1 of this Trust Agreement. The Clerk has no responsibilities or liabilities under the Conservation Bank Agreement. I. Pursuant to the Conservation Bank Agreement, Collier County has agreed to oversee and ensure that the Property is managed and maintained in accordance with the Conservation Bank Agreement, the Management Plan, and the Conservation Easement. J. The Trustee agrees to limit the activities of the Trust to the purposes set forth herein. � I 2 0 160 0 6 K. Collier County has adopted and the Clerk, as Trustee hereunder, agrees to abide by an investment policy (the "Investment Policy"), as set forth in Attachment "C" attached hereto, as to the Principal of the Endowment Fund as well as any income and earnings generated on and from such Principal. Except as otherwise provided herein, the Clerk shall have all rights to and responsibilities for the direct investment decisions for the funds in the Trust. NOW, THEREFORE IN CONSIDERATION of the foregoing Recitals, which are incorporated into and made part of this Trust Agreement, and the covenants and obligations herein contained,the Parties do hereby establish the Trust and agree as follows: 1. Definitions 1.1 Person. The term"person" includes an individual,trust, estate, partnership, association, company, corporation, or other entity. 1.2 Trustee. The terms"Trustee", "Trustees", or"Co-Trustee" shall include any successor Trustee. 1.3 Principal. The terms"Principal"or"Corpus"mean the principal sum or capital that constitute the body of the Trust, as distinguished from any accrued interest, earnings, and income. 1.4 Trust Agreement. The term "Trust Agreement"includes this document and the exhibits hereto. 2. Establishment of Trust 2.1 The Trust is created solely to provide the monies and funds necessary to pay the costs and expenses related to Collier County's management, maintenance, land stewardship and administrative costs associated with the Conservation Bank. 2.2 Transfer to Trust. Collier County hereby agrees to assign to the Trust the assets described in Attachment"D". 2.3 Trust Estate. The Trust Estate ("Trust Estate") shall be comprised of all financial assets of the Trust, including but not limited to, the Principal, any and all additional monies and funds deposited into the Interim Management Account and the Endowment Fund, and any income and earnings generated on the Principal(Attachment"D"). 3 0 , --: „,„, i 1 6 0 6 3. Distribution of Trust Estate 3.1 Distributions of Income. The Trustee will distribute the Trust Estate in accordance with this Trust Agreement after determining the legality of the expenditure. As provided in this Trust Agreement, Collier County is authorized to request distributions from the non-principal portion of the Trust Estate to pay any costs and expenses reasonably incurred in and related to the management of the Property, including but not limited to property taxes, contracts, equipment, materials, and signage, in accordance with the Conservation Bank Agreement. Distributions and spending for the management and maintenance activities on the Conservation Bank will be based upon both annual operating and maintenance requirements and expenditures for long-term replacement of capital improvements. Exceptions to the projected annual expenditures for the activities can be implemented only if they are approved in writing by the Service and assist in the land stewardship goals set forth in the Conservation Bank Agreement and Management Plan while protecting the financial viability of the Trust. 3.2 Benefit/Detriment. The Trust is irrevocably dedicated to the purposes set forth herein. The Trustee, after determining the legality of the expenditure, agrees to make lawful distributions from the non-principal portion of the Trust Estate so that Collier County may fulfill its obligations under the Conservation Bank Agreement and Management Plan. 3.3 Transfer of Property. Collier County and the Trustee acknowledge that ownership of the Property may be transferred or conveyed to a third party ("successor") with the written approval of the Service as well as in accordance with the Conservation Bank Agreement and Conservation Easement and to the extent authorized by Collier County's "Conservation Collier Exceptional Benefits Ordinance" (Ordinance No. 2006-58) adopted on November 28, 2006, and Florida law. A successor must agree in writing to assume all obligations set forth in the Conservation Bank Agreement, Conservation Easement, and Management Plan as well as assure and demonstrate to the satisfaction of the Service that the successor has the financial capacity to implement all the measures set forth in the Conservation Bank Agreement, Management Plan, and Conservation Easement. Such Financial assurances, which must be approved by the Service, may be provided through, including but not limited to, a trust fund or letter of credit. 3.4 Interim Management Account. The Interim Management Account shall be maintained by the Trustee until such time that the Target Amount for the Endowment Fund is achieved. At such time, the Interim Management 4 1613 6 ry ,.^ Account may be terminated and all funds therein (excepting interest which may be retained by Collier County) shall be transferred to the Endowment Fund. 3.5 Endowment Fund. Except for investing the monies in the Trust Estate, the Trustee will not withdraw, disburse or otherwise transfer the Principal of the Endowment Fund without written approval from the Service. 3.6 Termination of Trust. It is intended that the Trust will last in perpetuity because the obligation to manage and maintain the Property, including the funding of the costs and expenses associated with the management and maintenance of the Property are obligations that continue in perpetuity as covenants running with the land. If, however, the purposes for which the Trust was created have been accomplished or have been so frustrated that the Trust serves no purpose, any Party, after providing written notice to the other Party and upon receiving the Grantor's and Service's written concurrence, may petition a court of competent jurisdiction for the dissolution of the Trust. If it becomes necessary to terminate the Trust, the Trust Estate may be retained by Collier County to be used for a public conservation purpose approved in writing by the Service or, if authorized and consistent with Florida law, may be distributed: a) to a Service- approved conservation organization that agrees to use the Trust Estate for a public conservation purpose and is determined by the Internal Revenue /"1 Service to be tax exempt for one or more purposes within the meaning of Section 501(c)(3) of the Internal Revenue Code or corresponding section of any future federal tax code, approved in writing by the Service, and who agrees to use the money for a public conservation purpose or b) to a Service selected and approved non-governmental entity that agrees to hold and disburse the Trust Estate to and/or as prescribed by the Service for a public conservation purpose. 4. Trustee 4.1 Accounting to Service. Upon the Service's request, the Trustee shall render periodic accounts of the administration of the Trust no less than once each year by no later than 180 days following the end of each County fiscal year (September 30) in the "Financial Report of Trust." The Report shall consist of copies of the Trust's monthly statements and an annual trust accounting that shall include annual reports regarding expenditures and reimbursements as well as income and contributions. The Financial Report of Trust shall also include a final letter from Collier County's external auditor attesting to the account balance. To the extent allowed by law, the Service's written approval of the Financial Report shall be a complete approval and protection of the Trustee as to all matters and transactions stated or shown by the accounting. 4.2 Non-Transfer of Trust. The Clerk shall not transfer the Trustee's 5 1606 Th responsibilities to a third-party entity without prior approval of the Service and Collier County. 4.3 Bond of Trustee. No bond shall be required of the Trustee unless ordered by a Florida circuit court of appropriate venue as provided by the Florida Trust Code, Fla. Stat. §§ 736.0101 - 736.1303, as may be amended, and under the circumstances set forth therein. 5. Trustee's Management Powers 5.1 Amend the Investment Policy. Upon written approval of the Service, Collier County and the Trustee may from time to time amend the Investment Policy associated with this Trust Agreement. Provided, however, that no such approval of the Service need be obtained if an amendment to the Investment Policy is required by Florida law. 5.2 Power to Act. To cany out the Investment Policy and fulfill the purposes of the Trust, the Trustee shall have the power to do the following acts, in addition to any powers now or hereafter provided by Florida law: (a) Establish the Endowment Fund authorized by this Trust Agreement (b) Insure the Trust Estate against damage or loss and the Trustee against liability provided no such costs shall be paid from the Endowment Fund unless approved by the Service. Pay compensation, except from the Principal, for professional services performed for the Trust or Trustee (c) Upon the Grantor's and\or, in certain circumstances, the Service's request, and after determining the legality of the expenditure, make disbursements except from the Principal, to pay the costs of undertaking activities for the interim and perpetual management of the Conservation Bank in accordance with this Trust Agreement. The Trustee is authorized to disburse sums from the non-Principal portion of the Trust to reimburse persons for the costs of management expenditures and to refund Collier County such amounts as Collier County requests or as the Service specifies in writing. Funds from the Endowment Fund shall not be used for general county purposes and shall only be used for the purposes set forth in the Conservation Bank Agreement and Management Plan, and in accordance with the terms of this Trust Agreement. (d) Pay or contest any claim, settle a claim by or against the Trust by compromise,arbitration or otherwise, and release any claim (collectively referred to as "settlement" or"settlements") belonging to the Trust to the extent that the claim is uncollectible. The Trustee shall provide reasonable notice to the Service prior to the occurrence of any 6 16D 6 settlement. No settlement shall be paid from the Principal without the written approval of the Service. (e) Compromise, settle, and defend legal actions against the Trust. The Trustee shall provide the Service with reasonable notice of any such legal action. The Trustee also shall provide reasonable notice to the Service prior to the compromise or settlement of any such action. No compromise or settlement shall be paid from the Principal without the written approval of the Service. (1) Execute and deliver all instruments, which will accomplish or facilitate the exercise of the powers vested in the Trustee. (g) Act without court approval if the action is otherwise proper. (h) Employ and empower agents or advisors to act on the Trustee's behalf provided, however, that any compensation to such agents or advisors shall not be paid from the Principal. (i) Exercise any power necessary to manage and invest the Trust Estate in accordance with Florida law, the guidelines set forth herein, and the Investment Policy. 6. General Administrative Provisions The following general administrative provisions shall govern the Trust: 6.1 Governing Law. The validity and construction of any provision of this Trust Agreement shall be governed by the laws of the State of Florida. 6.2 Severability. If any provision of this Trust Agreement is determined to be invalid, unenforceable, or inconsistent with the laws of Florida, the remaining provisions hereof shall nevertheless be carried into effect. 6.3 Spendthrift. Neither the Principal, earnings nor income of this Trust shall be transferred, assigned, anticipated, encumbered or subject to claims of creditors or others or to legal process prior to its actual receipt by the beneficiary. 6.4 Accounting Standards. The allocation of receipts and expenses between Principal and income accounts shall be governed by applicable government accounting standards. The Trustee shall determine how to allocate receipts or expenses that are not governed by applicable government accounting standards or defined or specified in the Conservation Bank Agreement, the Management Plan, and this Trust Agreement. 7 , 1 6 0 6 6.5 Entire Agreement. This Trust Agreement constitutes the entire agreement and understanding between the Parties hereto. This Trust Agreement supersedes all prior and contemporaneous agreements, representations or understandings regarding the Trust, including but not limited to the Interim Management Account, the Endowment Fund, and the Trust Estate, if any, whether written or oral with the exception of the provisions of the Conservation Bank Agreement and Management Plan. 6.6 Notices. The individuals named below shall be the representatives (the "Representatives") of the Grantor, the Service and the Trustee for purposes of this Trust Agreement. Notices shall be made in writing and may be delivered in person, by mail, by telecopy (facsimile), or by electronic mail (email). Notices shall be effective only when received at the address of the appropriate Representative to be notified. Any change in the contact information for the Representatives shall be communicated in writing to the other Representatives and the Service within ten (10) business days of the change. If to the Trustee: Clerk of the Circuit Court of Collier County ATTN: Finance Collier County Courthouse Annex,2nd Floor 3315 Tamiami Trail East Naples, FL 34112-5324 Facsimile: (239) 252-2755 E-Mail: CollierClerk@collierclerk.com If to the Grantor: Collier County Board of County Commissioners Conservation Collier Program Attn: Senior Environmental Specialist 3300 Santa Barbara Blvd. Naples,FL 34116 Facsimile: (239)252-6720 E-Mail: ConservationCollier@colliergov.net If to the Service: U.S. Fish and Wildlife Service Attention: Field Supervisor South Florida Ecological Services Office 1339 20th Street Vero Beach,Florida 32960-3559 Facsimile: (772) 562-4288 8 0 = 160 6 { 6.7 Nondiscrimination. In the performance of obligations and responsibilities under this Trust Agreement, neither the Grantor nor the Trustee will discriminate against any person because of race, color, national origin, handicap,religion, age, or gender. 6.8 No Obligation. Nothing in this Trust Agreement may be construed to obligate the United States or the Service to any current or future expenditure of resources in advance of the availability of appropriations from Congress. 6.9 No Limit. Nothing contained in this Trust Agreement is intended to limit the authority of the Service to seek civil or criminal penalties or otherwise fulfill its enforcement responsibilities under applicable laws. This Trust Agreement is not a substitute for compliance with applicable Federal laws. 6.10 Nonexclusive Arrangement. This Trust Agreement shall not make or be deemed to make any party to the Trust Agreement an agent for or the partner of any other party. This Agreement neither creates nor should it be construed to create an exclusive arrangement between the United States and the Trustee. 6.11 Irrevocable Trust. The Trust is irrevocable unless revocation is approved in writing by the Grantor, the Trustee and the Service. 6.12 Amendment of Trust Agreement. The terms of this Trust Agreement may be amended at any time upon the written agreement of the Grantor, Trustee and the Service. 6.13 Service as Stakeholder. The Grantor and Trustee acknowledge that the Service is an interested stakeholder in the implementation and administration of this Trust Agreement and, as such, has standing to enforce this Trust Agreement by, among other things, bringing an action or actions in law or equity in a court of competent jurisdiction against the Grantor and\or Trustee. 6.14 Counterparts. This Trust Agreement may be executed in one or more counterparts, each of which shall be deemed to be an original but all of which shall constitute one and the same Trust Agreement. 6.15 Trustee Indemnification. (a) In the absence of the Trustee's bad faith and/or failure to exercise due diligence or to exercise the legal standard of care required of fiduciaries, the Trustee may conclusively rely, as to the truth of the statements and the correctness of the opinions expressed therein, upon certificates or opinions furnished to the Trustee, including but not limited to opinions of counsel. 9 1 6 0 6 (b) The Trustee shall not be liable for any error of judgment made in good faith, unless it shall be proved that the Trustee was grossly negligent in ascertaining the pertinent facts or that the Trustee failed to exercise due diligence or to exercise the legal standard of care required of fiduciaries. (c) The Trustee shall not be liable with respect to any action taken or omitted to be taken by it in good faith in accordance with the direction of Collier County, as the case may be, relating to the time, method and place of conducting any proceeding for any remedy available to the Trustee, or exercising any trust or power conferred upon the Trustee, under this Trust Agreement. (d) No provision of this Trust Agreement shall require the Trustee to expend, advance or risk its own funds. (e) The Trustee may rely upon and shall be protected in acting or refraining from acting upon any resolution, certificate, statement, instrument, opinion, report, notice, request, direction, consent, order, or other paper or document reasonably believed by it to be genuine and to have been signed or presented by the proper party or parties. 7. Compensation and Reimbursement. 7.1 Collier County agrees: (a) to pay to the Trustee from time to time such compensation, including, without limitation, its annual administrative fee, as shall be agreed upon in writing for all services rendered by it hereunder, provided, however, that no such compensation shall be paid from the Principal; and (b) except as otherwise expressly provided herein, to reimburse the Trustee upon its request for all reasonable expenses, disbursements and advances incurred or made by the Trustee in accordance with any provision of this Trust Agreement (including the reasonable compensation and the expenses and disbursements of its agents and counsel), provided any such expense, disbursement or advance is not determined to be attributable solely to the Trustee's negligence or bad faith and that the reimbursement or advance shall not be paid from the Principal. 7.2 Collier County shall also pay the Trustee reasonable compensation for the reasonable attorneys' fees and expenses of Trustee's counsel when expended in furtherance of this Agreement. County shall pay such fees and expenses 10 EXHIBIT H Attachment A 1 6 0 6 Attachment"A" PEPPER RANCH PRESERVE CONSERVATION BANK ENDOWMENT FUND TRUST LEGAL DESCRIPTION 0 16D6 THIS PAGE INTENTIONALLY LEFT BLANK 1606 Stantec 3200 Bailey Lane,Suite 200, Naples, FL 34105 Legal Description Of part of Sections 22, 26, 27, 28, 33 and 35, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation North Easement) All that portion of Sections 22, 26, 27, 28, 33, and 35, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Northeast corner of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the east line of said Section 27, South 01°10'11" East 1,451.36 feet; Thence leaving said line, North 89°01'24" East 2,641.46 feet; Thence South 01°09'15" East 7.19 feet; Thence South 00°29'45" East 515.68 feet; Thence South 87°41'04" West 434.44 feet; Thence South 15°34'37"West 476.50 feet; Thence South 55°58'23" East 619.80 feet; Thence South 04°46'34" East 1,121.80 feet; Thence South 01°09'15" East 1,471.58 feet; Thence North 79°08'10" East 177.54 feet; Thence North 88°51'15" East 2,095.54 feet; Thence 530.90 feet along the arc of a circular curve concave Southwest having a radius of 336.69 feet through a central angle of 90°20'40" and being subtended by a chord which bears South 45°58'25" East 477.58 feet; Thence South 00°48'05" East 1,825.70 feet; Thence 171.61 feet along the arc of a circular curve concave East having a radius of 485.73 feet through a central angle of 20°14'33" and being subtended by a chord which bears South 10°55'22" East 170.72 feet to a point on the East line of Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along the East line of said Section 35, South 00°48'05" East 78.64 feet; Thence leaving said line, South 88°54'25"West 1,990.68 feet; Thence North 70°49'52" West 54.03 feet; Thence North 77°28'40" West 14.99 feet; Thence North 54°28'40" West 41.97 feet; Thence North 37°25'14" West 34.79 feet; Thence North 45°00'58"West 20.70 feet; Thence North 70°21'23" West 24.18 feet; Thence North 51°51'31" West 28.95 feet; Thence North 34°55'50" West 18.51 feet; Thence North 33°42'20" West 24.72 feet; Thence North 77°28'40" West 17.60 feet; Thence North 69°27'17" West 13.90 feet; Thence North 75°58'18" West 20.12 feet; Thence North 74°03'45" West 11.84 feet; Thence North 29°45'34"West 13.11 feet; Thence North 21°48'42" West 8.75 feet; Thence North 45°01'00" West 19.78 feet; : 160 6 Stantec Thence North 74°03'47" West 22.23 feet; Thence North 52°08'26" West 31.99 feet; Thence North 32°01'08" West 29.84 feet; Thence North 23°58'24" West 16.01 feet; Thence North 32°29'12" West 21.20 feet; Thence North 32°01'10" West 15.34 feet; Thence North 80°32'31" West 9.89 feet; Thence North 25°01'47" West 26.91 feet; Thence North 21°02'53" West 28.82 feet; Thence North 54°28'37" West 29.25 feet; Thence North 45°00'58" West 29.89 feet; Thence North 59°45'27" West 22.59 feet; Thence North 56°19'28" West 29.32 feet; Thence North 45°00'59" West 34.49 feet; Thence North 57°16'45"West 33.25 feet; Thence North 74°03'46" West 58.86 feet; Thence North 75°58'18" West 26.82 feet; Thence North 72°15'51" West 42.69 feet; Thence North 69°27'18" West 27.79 feet; Thence North 45°00'56" West 28.97 feet; Thence North 74°03'46" West 49.73 feet; Thence North 69°41'15" West 43.08 feet; Thence North 35°00'28" West 37.31 feet; Thence North 85°14'19" West 19.59 feet; Thence North 76°46'01" West 28.40 feet; Thence North 45°00'55" West 16.10 feet; Thence North 39°49'20" West 12.70 feet; Thence North 30°58'38" West 28.44 feet; Thence North 61°34'15" West 44.39 feet; Thence North 11°19'03" West 8.29 feet; Thence North 72°29'00" West 32.40 feet; Thence North 68°12'32" West 17.52 feet; Thence North 60°57'33" West 16.74 feet; Thence North 26°34'41" West 21.81 feet; Thence North 21°32'48" West 23.90 feet; Thence North 09°28'06" West 9.89 feet; Thence North 08°07'58" West 11.49 feet; Thence North 06°20'40" West 14.72 feet; Thence North 36°53'06"West 8.13 feet; Thence North 33°42'14" West 5.86 feet; Thence North 12°32'06" West 14.99 feet; Thence North 07°07'47" West 13.11 feet; Thence North 18°26'36" West 10.28 feet; Thence North 00°00'00" East 11.38 feet; Thence North 14°02'44" West 18.77 feet; Thence North 33°42'14" West 36.49 feet; Thence North 50°12'34" West 24.10 feet; Thence North 69°27'17" West 21.47 feet; Thence North 63°26'50" West 14.55 feet; Thence North 50°12'38" West 12.70 feet; Thence North 38°40'27" West 10.41 feet; 2 160 6 Stantec Thence North 69°27'20" West 13.90 feet; Thence North 65°34'05" West 19.65 feet; Thence North 56°19'28" West 5.86 feet; Thence North 63°26'50" West 14.55 feet; Thence North 82°52'46" West 13.11 feet; Thence North 73°18'36" West 16.98 feet; Thence North 90°00'00" West 13.01 feet; Thence North 68°12'32" West 8.76 feet; Thence North 45°00'59" West 11.88 feet; Thence South 78°41'44" West 17.97 feet; Thence North 82°52'41" West 13.11 feet; Thence North 49°24'51" West 14.99 feet; Thence North 41°12'07" West 17.28 feet; Thence North 60°16'09" West 13.11 feet; Thence North 45°01'00" West 13.80 feet; Thence North 90°00'00"West 29.28 feet; Thence North 81°15'30" West 21.39 feet; Thence North 35°33'18" West 21.76 feet; Thence North 81°15'31" West 33.28 feet; Thence North 75°58'15" West 13.41 feet; Thence North 26°34'35" West 10.00 feet; Thence North 68°12'32" West 37.22 feet; Thence North 90°00'00"West 6.51 feet; Thence North 59°45'27" West 22.59 feet; Thence South 78°41'41" West 8.29 feet; Thence North 90°00'00" West 16.26 feet; Thence North 82°24'34" West 31.40 feet; Thence South 81°52'29"West 17.85 feet; Thence North 90°00'00"West 21.14 feet; Thence North 81°52'29" West 11.50 feet; Thence North 77°00'43" West 21.70 feet; Thence North 79°42'06" West 18.18 feet; Thence South 82°52'46" West 13.11 feet; Thence North 90°00'00" West 13.01 feet; Thence North 73°18'36" West 16.98 feet; Thence North 78°41'41" West 8.29 feet; Thence North 66°48'46" West 12.39 feet; Thence North 66°02'59" West 35.65 feet; Thence North 84°17'35" West 17.93 feet; Thence North 83°39'49" West 14.73 feet; Thence North 77°54'40" West 23.29 feet; Thence North 74°45'13" West 24.72 feet; Thence North 90°00'00"West 23.31 feet; Thence South 77°28'40" West 14.99 feet; Thence North 81°52'25" West 11.50 feet; Thence North 74°45'11" West 18.54 feet; Thence North 81°15'30" West 28.11 feet; Thence South 84°48'32"West 29.26 feet; Thence North 78°41'49" West 8.29 feet; Thence North 74°02'39" West 19.65 feet; Thence North 56°19'28" West 18.49 feet; 3 0 1606 Stantec Thence South 78°41'49" West 10.85 feet; Thence North 63°26'54" West 16.62 feet; Thence South 78°41'41"West 8.42 feet; Thence North 75°58'17" West 29.80 feet; Thence North 81°52'27" West 23.00 feet; Thence North 90°00'00"West 32.53 feet; Thence North 83°39'45" West 14.73 feet; Thence North 71°34'34" West 10.29 feet; Thence North 90°00'00" West 27.65 feet; Thence South 78°41'49" West 8.29 feet; Thence North 85°36'15" West 21.21 feet; Thence North 69°27'17" West 27.79 feet; Thence North 90°00'00" West 9.76 feet; Thence North 71°34'34" West 5.14 feet; Thence North 59°03'01" West 13.55 feet; Thence North 75°58'15" West 24.91 feet; Thence North 63°26'51" West 18.18 feet; Thence North 53°08'49" West 8.13 feet; Thence North 71°34'28" West 10.29 feet; Thence North 68°12'32" West 16.84 feet; Thence North 83°39'50" West 31.72 feet; Thence North 75°58'09" West 6.71 feet; Thence North 84°48'32" West 17.96 feet; Thence North 80°32'37" West 9.89 feet; Thence North 80°32'31" West 16.82 feet; Thence South 75°58'22" West 24.81 feet; Thence North 90°00'00" West 8.13 feet; Thence South 81°52'24"West 11.50 feet; Thence North 90°00'00" West 8.13 feet; Thence South 69°27'17" West 13.90 feet; Thence South 77°28'40" West 14.99 feet; Thence South 71°34'30" West 15.43 feet; Thence South 80°32'29" West 9.89 feet; Thence South 63°26'57" West 14.55 feet; Thence South 64°59'42"West 26.92 feet; Thence South 74°03'47"West 11.84 feet; Thence South 59°03'01"West 18.96 feet; Thence South 84°17'31"West 16.35 feet; Thence South 85°36'15"West 21.21 feet; Thence North 90°00'00" West 32.53 feet; Thence North 83°39'50" West 14.73 feet; Thence North 71°34'28" West 10.29 feet; Thence North 77°28'40" West 14.99 feet; Thence North 00°00'00" East 1.63 feet; Thence North 88°23'04" West 20.02 feet; Thence South 81°52'28"West 16.75 feet; Thence South 86°11'17"West 35.61 feet; Thence South 64°48'40"West 22.25 feet; Thence South 66°48'46" West 9.02 feet; Thence South 41°12'06"West 19.64 feet; Thence South 75°58'16"West 2.54 feet; 4 160 Stantec Thence West 16.58 feet; Thence South 69°27'16"West 16.19 feet; Thence South 74°03'47" West 22.42 feet; Thence South 78°41'46"West 6.04 feet; Thence South 69°27'15"West 10.12 feet; Thence North 90°00'00"West 18.95 feet; Thence South 45°00'58"West 5.02 feet; Thence South 63°26'51"West 7.94 feet; Thence South 66°02'58"West 11.66 feet; Thence South 80°32'34"West 7.20 feet; Thence South 66°48'46"West 9.02 feet; Thence South 68°12'35"West 6.38 feet; Thence North 90°00'00"West 4.74 feet; Thence South 63°26'51"West 1.99 feet; Thence South 73°18'34"West 21.64 feet; Thence South 80°32'34" West 7.20 feet; Thence West North 90°00'00" 4.74 feet; Thence South 75°58'17"West 4.88 feet; Thence South 14°02'38" West 4.88 feet; Thence South 63°26'51" West 8.94 feet; Thence South 84°17'34" West 22.40 feet; Thence South 51°21'21" West 20.36 feet; Thence South 50°12'36" West 9.25 feet; Thence South 59°03'01" West 16.32 feet; Thence South 74°03'47" West 21.16 feet; Thence South 75°58'16" West 14.32 feet; Thence North 84°48'30" West 12.21 feet; Thence North 82°52'44" West 9.55 feet; Thence North 85°55'00" West 16.62 feet; Thence South 71°34'28"West 7.49 feet; Thence South 74°45'11"West 22.51 feet; Thence South 53°08'44"West 9.87 feet; Thence South 69°27'16"West 10.12 feet; Thence South 72°54'22"West 16.11 feet; Thence North 90°00'00"West 46.59 feet; Thence South 69°27'15"West 13.49 feet; Thence North 90°00'00" West 17.77 feet; Thence South 75°58'17" West 4.88 feet; Thence South 83°39'48" West 10.73 feet; Thence North 90°00'00"West 18.95 feet; Thence South 62°50'06" West 20.88 feet to a point on the East line of Section 34, Township 46 South, Range 28 East, Collier County, Florida; Thence along said East line, North 01°10'38"West 1,369.12 feet to the Northeast corner of said Section 34; Thence along the North line of said Section 34, in the following 2 (two) courses: 1. South 89°32'22"West 2,635.27 feet; 2. South 89°34'45"West 2,640.41 feet to the Northwest corner of said Section 34; Thence along the West line of said Section 34, South 00°27'07" East 220.66 feet; Thence leaving said line, West 207.03 feet; Thence South 88°13'20"West 31.02 feet; Thence South 84°34'04"West 32.72 feet; 5 0 1606 Stantec Thence South 80°49'16" West 32.72 feet; Thence South 77°04'04" West 32.72 feet; Thence South 73°19'13" West 32.72 feet; Thence South 69°34'05" West 32.72 feet; Thence South 65°49'11"West 32.72 feet; Thence South 62°04'14"West 32.72 feet; Thence South 58°19'10"West 18.06 feet; Thence South 89°44'17"West 7.31 feet; Thence North 90°00'00" West 40.66 feet; Thence South 36°51'00" West 21.40 feet; Thence South 05°11'30"West 29.34 feet; Thence South 47°04'07"West 34.13 feet; Thence South 43°19'07"West 32.72 feet; Thence South 39°34'14"West 36.31 feet; Thence South 35°58'28"West 305.44 feet; Thence South 34°57'22"West 17.72 feet; Thence South 32°04'10"West 32.72 feet; Thence South 28°19'19"West 32.72 feet; Thence South 24°34'06"West 32.72 feet; Thence South 20°49'05"West 38.61 feet; Thence South 16°32'34"West 110.84 feet; Thence South 13°19'05"West 35.16 feet; Thence South 09°34'09"West 32.72 feet; Thence South 05°56'21"West 10.46 feet; Thence North 87°40'21" West 69.09 feet; Thence North 83°38'36" West 4.18 feet; Thence South 54°27'33" West 0.48 feet; Thence North 87°40'21" West 48.58 feet; Thence North 86°49'35" West 40.20 feet; Thence South 58°00'26"West 1.05 feet; Thence North 87°40'21" West 463.62 feet; Thence North 50°12'30" West 12.42 feet; Thence South 59°02'48"West 13.77 feet; Thence North 87°40'21" West 40.95 feet; Thence North 45°00'00" West 13.00 feet; Thence South 75°22'16" West 15.24 feet; Thence South 75°23'29" West 15.00 feet; Thence North 87°40'21" West 61.92 feet; Thence North 74°03'52" West 4.81 feet; Thence North 69°25'46" West 11.19 feet; Thence South 71°32'28" West 13.07 feet; Thence North 87°40'21" West 149.05 feet; Thence North 02°44'46" West 22.99 feet; Thence North 02°11'52" West 34.08 feet; Thence North 01°58'56" West 4.42 feet; Thence North 02°37'38" East 522.70 feet; Thence North 09°40'05" East 197.26 feet; Thence North 04°29'02" East 174.48 feet; Thence North 10°12'57" West 135.89 feet; Thence North 50°04'16" West 100.64 feet; Thence North 77°04'03" East 29.80 feet; 6 1606 Stantec Thence North 73°19'10" East 32.72 feet; Thence North 69°34'14" East 32.72 feet; Thence North 65°49'07" East 32.72 feet; Thence North 62°04'15" East 32.72 feet; Thence North 58°19'06" East 32.72 feet; Thence North 54°34'11" East 32.72 feet; Thence North 50°49'06" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39°43'52" East 29.52 feet; Thence North 50°50'25" East 34.91 feet; Thence North 48°59'07" East 139.11 feet; Thence North 47°04'13" East 29.89 feet; Thence North 88°01'00" East 64.65 feet; Thence North 89°02'05" East 43.18 feet; Thence North 89°01'56" East 0.48 feet; Thence North 89°01'57" East 0.84 feet; Thence North 89°00'52" East 43.73 feet; Thence North 85°56'06" East 74.09 feet; Thence North 88°55'03" East 41.72 feet; Thence North 88°54'41" East 40.52 feet; Thence North 90°00'00" East 82.19 feet; Thence North 87°13'27" East 30.98 feet; Thence North 87°04'18" East 29.43 feet; Thence North 71°14'23" East 39.83 feet; Thence North 55°50'28" East 25.49 feet; Thence North 31°00'36" East 26.43 feet; Thence North 17°08'05" East 33.12 feet; Thence North 01°09'47" East 36.95 feet; Thence North 04°30'31" West 86.27 feet; Thence North 03°09'26" West 33.94 feet; Thence North 03°09'43" West 61.96 feet; Thence North 05°50'02" West 66.72 feet; Thence North 00°42'09" West 32.33 feet; Thence North 00°42'45" West 27.99 feet; Thence North 03°20'41" West 28.58 feet; Thence North 03°21'16" West 10.02 feet; Thence North 06°35'45" West 39.42 feet; Thence North 03°45'45" West 34.76 feet; Thence North 04°44'22"West 20.99 feet; Thence North 04°44'16" West 0.19 feet; Thence North 04°45'08" West 15.17 feet; Thence North 09°38'54" West 25.32 feet; Thence North 09°37'56" West 6.91 feet; Thence North 88°44'42" East 1.40 feet; Thence North 18°48'39" West 48.43 feet; Thence North 16°56'58" West 28.42 feet; Thence North 20°06'22" West 32.89 feet; Thence North 18°26'05" West 16.73 feet; Thence North 14°01'42" West 21.77 feet; Thence North 08°46'45" West 29.73 feet; 7 j 1606 Stantec Thence North 06°28'51" West 26.54 feet; Thence North 04°07'04" West 31.77 feet; Thence North 02°02'13" East 43.02 feet; Thence North 04°39'28" East 46.16 feet; Thence North 02°06'26" West 23.13 feet; Thence North 02°04'56" West 17.70 feet; Thence North 01°33'45" East 24.82 feet; Thence North 01°33'12" East 30.14 feet; Thence North 01°33'30" West 110.16 feet; Thence North 08°31'23" West 45.76 feet; Thence North 04°37'44" West 46.91 feet; Thence North 06°39'43" West 58.46 feet; Thence North 08°04'49" West 32.19 feet; Thence North 04°55'41"West 52.82 feet; Thence North 05°02'40" West 34.08 feet; Thence North 14°22'43" West 30.45 feet; Thence North 24°09'36" West 31.30 feet; Thence North 26°04'41" West 39.41 feet; Thence North 24°23'05" West 28.59 feet; Thence North 26°44'17"West 27.43 feet; Thence North 09°12'13" West 28.29 feet; Thence North 05°18'48" East 24.23 feet; Thence North 18°41'30" East 1.77 feet; Thence South 85°19'19"West 31.60 feet; Thence North 83°20'11" West 64.60 feet; Thence North 80°31'58" West 25.34 feet; Thence North 58°21'36" West 12.72 feet; Thence North 53°50'30" West 43.25 feet; Thence North 32°46'22" East 34.25 feet; Thence North 10°43'16" East 24.43 feet; Thence North 05°24'31"West 23.53 feet; Thence North 42°22'14" West 25.14 feet; Thence North 69°10'27" West 16.54 feet; Thence North 64°10'08" West 25.38 feet; Thence North 36°48'47"West 14.75 feet; Thence North 30°57'15"West 12.90 feet; Thence North 53°32'30" West 24.71 feet; Thence North 42°13'19" West 21.94 feet; Thence North 33°38'37" West 21.25 feet; Thence North 45°09'00" West 24.57 feet; Thence North 62°38'50" West 37.64 feet; Thence North 66°53'50" West 28.03 feet; Thence North 78°13'51" West 18.07 feet; Thence North 67°29'34" West 13.56 feet; Thence North 62°16'37" West 17.47 feet; Thence North 54°05'21" West 20.03 feet; Thence North 57°00'48" West 21.33 feet; Thence North 73°58'56" West 21.98 feet; Thence South 87°20'46"West 16.24 feet; Thence North 90°00'00" West 19.15 feet; Thence North 76°28'09" West 18.97 feet; 8 1606 Stantec Thence North 78°06'33" West 14.30 feet; Thence North 90°00'00"West 19.16 feet; Thence North 87°29'57" West 16.96 feet; Thence North 83°10'54" West 31.16 feet; Thence North 73°51'03" West 13.30 feet; Thence North 73°50'05" West 15.85 feet; Thence North 74°25'11" West 19.10 feet; Thence North 70°53'37" West 17.97 feet; Thence North 72°59'30" West 17.70 feet; Thence North 75°37'04" West 32.71 feet; Thence North 77°49'14" West 27.88 feet; Thence North 71°34'43" West 32.62 feet; Thence North 81°52'11" West 26.07 feet; Thence North 68°31'12" West 26.13 feet; Thence North 65°14'37" West 31.62 feet; Thence North 70°23'26" West 35.20 feet; Thence North 65°46'58"West 32.31 feet; Thence North 71°09'43" West 36.58 feet; Thence North 72°25'55" West 31.70 feet; Thence North 74°02'24" West 26.82 feet; Thence North 83°15'09" West 25.83 feet; Thence South 66°43'37"West 28.25 feet; Thence South 87°56'06"West 19.16 feet; Thence North 85°31'09" West 18.47 feet; Thence North 77°51'22" West 21.10 feet; Thence North 70°51'49" West 15.61 feet; Thence North 50°09'28" West 17.26 feet; Thence North 24°01'03" West 14.51 feet; Thence North 02°46'33"West 14.76 feet; Thence North 04°36'18" East 8.91 feet; Thence North 05°19'43" East 8.10 feet; Thence North 87°13'01" West 0.10 feet; Thence North 04°36'18" East 0.75 feet; Thence North 90°00'00"West 36.08 feet; Thence South 87°33'38"West 17.67 feet; Thence North 82°43'39" West 17.82 feet; Thence North 90°00'00" West 19.38 feet; Thence North 39°10'55" West 22.56 feet; Thence North 42°48'01" West 30.48 feet; Thence North 44°32'56" West 19.18 feet; Thence North 36°17'35" West 68.94 feet; Thence North 39°10'52" West 34.26 feet; Thence North 42°55'47"West 32.72 feet; Thence North 46°40'55" West 32.72 feet; Thence North 50°16'53"West 30.15 feet; Thence North 52°00'41"West 51.70 feet; Thence North 54°10'39" West 32.91 feet; Thence North 57°55'53" West 32.72 feet; Thence North 61°40'57" West 32.72 feet; Thence North 65°25'43" West 32.72 feet; Thence North 69°10'55" West 32.72 feet; 9 160 6 Stantec Thence North 72°55'48" West 32.72 feet; Thence North 76°40'52" West 32.72 feet; Thence North 80°25'47" West 15.59 feet; Thence North 03°04'25" West 7.95 feet; Thence North 00°00'00" East 39.00 feet; Thence North 11°15'18"West 25.92 feet; Thence North 04°44'36" West 36.64 feet; Thence North 06°57'39" West 30.42 feet; Thence North 07°33'25" West 22.31 feet; Thence North 10°40'06" West 23.98 feet; Thence North 29°47'55"West 26.78 feet; Thence North 83°50'28" West 30.34 feet; Thence North 82°10'49" West 21.57 feet; Thence North 82°24'49" West 17.09 feet; Thence North 65°29'49" West 7.65 feet; Thence North 15°16'43" West 21.14 feet; Thence North 07°50'51" West 21.58 feet; Thence North 06°51'54" West 18.57 feet; Thence North 21°11'07" West 24.46 feet; Thence North 35°08'55" West 24.31 feet; Thence North 38°07'32"West 26.22 feet; Thence North 41°49'59" West 18.78 feet; Thence North 34°26'25" West 16.98 feet; Thence North 38°35'23" West 23.58 feet; Thence North 35°34'59" West 25.36 feet; Thence North 31°32'22" West 22.51 feet; Thence North 27°34'19" West 29.79 feet; Thence North 33°16'57" West 40.64 feet; Thence North 23°50'31" West 27.39 feet; Thence North 31°32'25" West 22.51 feet; Thence North 37°10'30" West 26.83 feet; Thence North 37°21'48" West 35.23 feet; Thence North 28°32'57" West 29.31 feet; Thence North 24°30'57" West 27.18 feet; Thence North 10°16'10" West 175.15 feet; Thence North 05°25'21" East 219.23 feet; Thence North 55°23'22" East 109.78 feet; Thence North 85°20'29" East 171.74 feet; Thence North 05°55'46" West 112.19 feet; Thence North 05°55'49" West 117.14 feet; Thence North 67°07'12" West 193.77 feet; Thence North 01°38'41" West 23.52 feet; Thence North 02°42'37" West 23.13 feet; Thence North 00°39'23" East 20.58 feet; Thence North 02°44'56" East 48.49 feet; Thence North 00°00'00" East 42.76 feet; Thence North 03°47'03" East 45.03 feet; Thence North 02°23'18" East 52.36 feet; Thence North 01°56'59" East 44.22 feet; Thence North 03°15'26" East 51.65 feet; Thence North 07°56'29" East 63.99 feet; 10 1606 Stantec Thence North 02°39'00" West 16.27 feet; Thence North 00°00'00" East 29.43 feet; Thence North 02°32'31" East 16.96 feet; Thence North 01°51'04" East 22.13 feet; Thence North 02°03'36" West 19.89 feet; Thence North 01°49'41" West 2.81 feet; Thence North 38°14'36" East 135.54 feet; Thence North 69°58'35" East 78.82 feet; Thence South 88°08'43" East 21.17 feet; Thence North 86°46'54" East 26.58 feet; Thence North 77°24'40" East 20.37 feet; Thence North 82°29'58" East 28.24 feet; Thence North 83°42'24" East 20.02 feet; Thence North 84°42'30" East 28.42 feet; Thence North 81°50'05" East 48.82 feet; Thence North 81°38'00" East 25.34 feet; Thence North 87°04'41" East 29.51 feet; Thence North 78°27'05" East 33.07 feet; Thence North 79°06'20" East 39.01 feet; Thence North 76°14'11" East 40.22 feet; Thence North 82°18'42" East 43.87 feet; Thence North 86°55'24" East 22.37 feet; Thence North 81°34'54" East 22.12 feet; Thence North 73°48'05" East 18.39 feet; Thence North 83°45'53" East 20.78 feet; Thence North 90°00'00" East 14.72 feet; Thence North 78°41'24" East 18.80 feet; Thence North 81°06'27" East 23.85 feet; Thence North 86°59'43" East 27.29 feet; Thence North 81°38'00" East 25.34 feet; Thence North 74°16'36" East 24.48 feet; Thence North 84°01'02" East 28.15 feet; Thence North 80°48'15" East 41.82 feet; Thence North 85°21'06" East 36.21 feet; Thence North 82°22'34" East 38.66 feet; Thence North 82°43'11" East 11.87 feet; Thence North 76°23'14" East 6.08 feet; Thence North 84°41'51" East 8.14 feet; Thence North 84°42'40" East 8.16 feet; Thence North 90°00'00" East 16.93 feet; Thence North 84°55'34" East 17.01 feet; Thence North 24°02'10" East 18.79 feet; Thence North 03°14'52" West 11.44 feet; Thence North 03°38'36" East 32.62 feet; Thence North 83°39'44" East 89.38 feet; Thence South 86°18'45" East 75.34 feet; Thence South 85°54'31" East 34.04 feet; Thence South 32°44'37" East 40.37 feet; Thence North 39°04'33" East 49.33 feet; Thence North 39°37'13" East 49.39 feet to a point on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida; 11 G4,o 1 6 D Stantec Thence along the North line of Section 28 North 89°00'45" East 1,633.27 feet to the Northwest corner of Section 27, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of Section 27, North 88°59'47" East 544.11 feet; Thence leaving said North Line, South 19°06'14" West 10.47 feet; Thence South 28°44'59" West 101.07 feet; Thence South 20°02'53" East 54.15 feet; Thence South 50°55'47" East 205.68 feet; Thence South 71°37'21" East 161.35 feet; Thence South 57°19'18" East 92.06 feet; Thence South 04°24'10"West 4.07 feet; Thence South 05°02'37" West 16.97 feet; Thence South 78°41'03" East 51.12 feet; Thence South 57°19'18" East 11.61 feet; Thence North 66°30'37" East 156.45 feet; Thence North 43°05'32" East 111.36 feet; Thence North 54°09'52" East 7.54 feet; Thence North 24°13'23" East 10.03 feet; Thence North 38°19'09" East 265.34 feet; Thence North 60°38'47" East 33.65 feet; Thence North 60°37'42" East 24.89 feet; Thence North 90°00'00" East 140.59 feet; Thence South 85°01'40" East 202.86 feet; Thence South 87°42'41" East 109.92 feet; Thence South 77°37'04" East 184.40 feet; Thence South 71°34'13" East 125.04 feet; Thence South 84°48'18" East 145.57 feet; Thence South 79°41'28" East 49.13 feet; Thence South 48°59'29" East 133.90 feet; Thence South 36°34'18" East 169.58 feet; Thence South 37°52'34" East 200.36 feet; Thence South 49°45'33" East 74.82 feet; Thence South 72°21'05" East 101.43 feet; Thence South 84°33'23" East 92.67 feet; Thence North 75°18'59" East 79.36 feet; Thence North 59°55'10" East 112.95 feet; Thence South 01°42'47" East 267.60 feet; Thence South 05°53'55" East 161.67 feet; Thence South 40°39'18" East 83.28 feet; Thence North 55°25'24" East 257.35 feet; Thence North 76°30'04" East 140.60 feet; Thence North 85°36'12" East 214.06 feet; Thence North 33°26'12" East 295.95 feet; Thence North 08°00'17" West 159.08 feet; Thence North 03°00'15" West 107.63 feet; Thence North 14°27'48" West 106.77 feet; Thence North 19°15'20" West 160.79 feet; Thence North 16°35'28" West 249.99 feet; Thence South 67°25'28" East 132.51 feet; Thence North 70°39'09" East 127.70 feet; Thence South 00°31'14" East 102.21 feet to a point on the North line of Section 27, _. 12 16136 I. Stantec Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of said Section 27, North 88°57'47" East 1,320.38 feet to the POINT OF BEGINNING. Containing 1,330.12 acres, more or less. LESS AND EXCEPT COMMENCING at the Northwest corner of Section 35, Township 46 South, Range 28 East, Collier County, Florida; Thence along the North line of said Section 35, North 88°50'43" East 989.65 feet to the POINT OF BEGINNING; Thence continue along said North line, North 88°50'43" East 330.07 feet; Thence leaving said line South 01°04'38" East 665.87 feet; Thence South 88°51'14" West 329.78 feet; Thence North 01°06'08"West 665.77 feet to the POINT OF BEGINNING. Containing 5.04 acres, more or less. Containing 1,325.08 net acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45" East. Certificate of authorization#LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors .41P i VW By: July 6, 2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 13 0 = 1613 6 Stantec 3200 Bailey Lane,Suite 200, Naples, FL 34105 Legal Description Of part of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Pepper Ranch Conservation Easement South) All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: BEGINNING at the Southeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida; Thence along the South line of said Section 33, South 88°24'14" West 5,311.29 feet to the Southwest corner of Section 33; Thence along the West line of Section 33, North 00°28'34"West 223.38 feet; Thence leaving said West line, North 54°23'47" East 56.65 feet; Thence North 01°34'46" East 111.63 feet; Thence North 26°11'08" East 96.92 feet; Thence North 75°07'28" East 108.66 feet; Thence South 75°48'14" East 107.06 feet; Thence South 61°17'06" East 107.59 feet; Thence South 82°52'46" East 158.86 feet; Thence North 55°32'51" East 162.44 feet; Thence North 52°28'37" East 268.07 feet; Thence North 48°27'43" East 163.33 feet; Thence North 44°31'57" East 159.99 feet; Thence North 23°01'32" East 156.02 feet; Thence North 14°41'52" East 215.45 feet; Thence North 28°44'01" East 160.01 feet; Thence North 39°04'47" East 161.72 feet; Thence North 51°12'12" East 161.07 feet; Thence North 72°00'29" East 159.38 feet; Thence North 85°01'26" East 160.81 feet; Thence North 69°49'46" East 107.08 feet; Thence North 63°09'55" East 214.48 feet; Thence North 76°26'30" East 160.99 feet; Thence South 80°58'13" East 214.34 feet; Thence South 80°45'14" East 214.47 feet; Thence South 87°21'54" East 107.08 feet; Thence North 79°25'51" East 107.36 feet; Thence North 76°45'34" East 107.47 feet; Thence North 01°27'07" East 250.73 feet; Thence South 76°55'22" East 22.01 feet; Thence South 77°44'21" East 14.20 feet; Thence South 80°25'31" East 32.77 feet; Thence South 84°10'52" East 32.72 feet; Thence South 87°55'54" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; 0 1606 3Stantec Thence North 84°34'14" East 32.72 feet; Thence North 80°49'08" East 32.72 feet; Thence North 77°04'06" East 32.72 feet; Thence North 74°08'33" East 18.35 feet; Thence North 73°05'31" East 62.06 feet; Thence North 72°16'11" East 14.38 feet; Thence North 69°34'14" East 32.72 feet; Thence North 65°49'07" East 32.72 feet; Thence North 62°42'28" East 21.57 feet; Thence North 61°28'20" East 79.03 feet; Thence North 60°50'00" East 11.15 feet; Thence North 58°19'11" East 32.72 feet; Thence North 54°34'10" East 32.72 feet; Thence North 50°49'10" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 44°45'08" East 7.70 feet; Thence North 44°18'42" East 135.33 feet; Thence North 57°23'16" East 16.51 feet; Thence North 54°34'15" East 32.72 feet; Thence North 50°49'05" East 32.72 feet; Thence North 47°16'10" East 29.25 feet; Thence North 45°35'21" East 14.07 feet; Thence North 45°23'51" East 3.47 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39°34'13" East 32.72 feet; Thence North 36°05'30" East 27.94 feet; Thence North 50°59'16" East 58.75 feet; Thence North 57°41'34" East 21.79 feet; Thence North 54°34'15" East 32.72 feet; Thence North 52°28'24" East 3.68 feet; Thence North 52°16'23" East 63.02 feet; Thence North 50°36'24" East 29.04 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°20'20" East 2.88 feet; Thence South 31°06'46" East 19.07 feet; Thence South 32°25'11" East 35.96 feet; Thence South 32°59'02" East 9.91 feet; Thence South 35°25'56" East 32.72 feet; Thence South 39°10'52" East 32.72 feet; Thence South 42°48'16" East 30.48 feet; Thence South 44°32'55" East 110.53 feet; Thence South 44°39'57" East 2.24 feet; Thence South 46°40'53" East 32.72 feet; Thence South 50°25'48" East 32.72 feet; Thence South 52°59'56° East 12.05 feet; Thence South 53°41'11" East 84.51 feet; Thence South 54°52'11" East 20.68 feet; Thence South 57°55'49" East 32.72 feet; Thence South 61°40'53" East 32.72 feet; Thence South 64°39'48" East 19.31 feet; Thence South 55°05'04" East 16.97 feet; 2 0 160 6 Stantec Thence South 57°24'39" East 23.69 feet; Thence South 58°46'15" East 56.97 feet; Thence South 59°17'05" East 9.03 feet; Thence South 61°40'59" East 32.72 feet; Thence South 65°25'44" East 32.72 feet; Thence South 69°10'50" East 32.72 feet; Thence South 72°55'55" East 32.72 feet; Thence South 74°58'35" East 3.16 feet; Thence South 75°10'04" East 121.80 feet; Thence South 76°51'48" East 29.56 feet; Thence South 80°25'44" East 32.72 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; Thence North 84°34'14" East 32.72 feet; Thence North 81°53'48" East 13.86 feet; Thence North 81°06'24" East 99.28 feet; Thence South 81°29'37" East 14.13 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; Thence North 84°34'14" East 29.06 feet to a point on the East line of aforementioned Section 33; Thence along said East line, South 00°27'07" East 1,978.48 feet to the POINT OF BEGINNING. Containing 191.77 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 28, Township 46 South, Range 28 East, Collier County, Florida, being North 89°00'45" East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: July 6, 2016 Lance T Miller, Professional Surveyor and Mapper#LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 3 0 t 16136 when due, and County shall indemnify the Trustee (and its respective successors, agents and servants) and hold the Trustee (and its respective successors, agents and servants) harmless against any liabilities, obligations, losses, damages, penalties, claims, actions, suits and costs which it may incur in the exercise and performance of its powers and duties hereunder except with respect to the Trustee's gross negligence or willful misconduct. The Trustee shall have no duty in connection with its responsibilities hereunder to expend or advance its own obligation or funds. IN WITNESS WHEREOF, the Grantor and the Trustee have signed and executed this Trust Agreement as of the date first written above. GRANTOR:. Attest: 4) BOARD 0 COUNTY • ► ' SSIONERS OF CRYSTAL .KKIN'ZEL,.CLERK COLLIER r OUNTY, F •I'1 I P �� By: OteZvThi' rA,A4 At%st as to Chairman�,D; uty -'k !,' ' S•l*!CHAI N signatitomik for form a7d legality Jenm er B. Belpedio (� ��g Assistant County Attorne \; TRUSTEE: ` By: f . Clerk of Circuit Court of llier C APPROVED: By:� Roxanna Hinzman,Field Supervisor Titl8buth Florida Ecological Services Office U.S. Fish and Wildlife Service Date: t}D ?,A\—Z.o)\q 11 0 44 160 0 TRUSTEE'S CERTIFICATION The undersigned hereby acknowledges having read and understood the terms and provisions of the foregoing Trust Agreement. I hereby accept this appointment as Trustee in my official capacity as and on behalf of the Collier County Clerk of the Circuit Court, and agree to hold, administer and distribute the Trust Estate in accordance with the provisions of this instrument. Octber Dated this day of , 201 By: Cler alilDf the Circuit C urt 12 EXHIBIT H Attachment B 160 6 Attachment"B" PEPPER RANCH PRESERVE CONSERVATION BANK ENDOWMENT FUND TRUST HABITAT MANAGEMENT PLAN n 0 1606 THIS PAGE INTENTIONALLY LEFT BLANK 0 160 6 Pepper Ranch Preserve Conservation Bank Habitat Management Plan 1 6 0 6 TABLE OF CONTENTS 1.0 Introduction 1 1 .1 Biological Goals 1 1.2 Objectives 1 1.3 Strategy 2 1.4 Project Area Applicability for Mitigation 2 2.0 Site Description 2 3.0 Physical Setting 6 3.1 Soils 7 3.2 Vegetative Communities 7 3.2.1 Uplands 10 3.2.2 Wetlands 12 4.0 Biological Resources 13 4.1 Listed Wildlife Species 13 4.2 Listed Plant Species 13 5.0 Species to be Addressed — Panther 15 5.1 Panther Habitat Requirements 16 5.2 Site Habitat Available 16 5.3 Credits Criteria 17 5.4 Service Area 20 6.0 Land Protection 20 6.1 Initial Restoration and Interim management 20 6.2 Long-term Management 21 6.3 Management Trust 21 7.0 Target Natural Community 22 7.1.1 Initial Invasive Species Removal 22 7.1.2 Mowing for Wildlife Benefits 23 7.1.3 Exotic/Invasive Plants 23 7.1.4 Prescribed Fire Planning 23 7.2 Hydrology 24 7.3 Enhancement 25 0 1606 7.4 Success Criteria 25 7.5 Maintenance 25 7.6 Monitoring 25 7.6.1 Vegetation Monitoring 26 7.6.2 Wildlife Utilization Monitoring 27 8.0 Control of Public Access and activities 28 8.1 Hunting 29 8.2 South Public Access Area 30 8.3 North Public Access Area 31 8.4 Visitation Summary 32 9.0 Outside Entity Uses 33 ii 0 160 6 TABLES Table 1 Soil Types Within Proposed Pepper Ranch Preserve Conservation Bank Table 2 Existing Field-Verified Land Use/Land Cover Within the Proposed Pepper Ranch Preserve Conservation Bank Table 3 Protected Wildlife Species Observed and With Potential Occurrence Within Pepper Ranch Preserve Table 4 Listed Floral Species Observed Within Pepper Ranch Preserve Table 5 Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank Table 6 Proposed Pepper Ranch Conservation Bank Interim Management Period Annual Cost Estimates Table 7 Monitoring Reporting Schedule Summary Table 8 Pepper Ranch Preserve 2013-2014 Public Visitation Summary FIGURES Figure 1 Florida Panther Focus Area Map Figure 2 Adjacent Conservation Lands Map Figure 3 Project Location Map Figure 4 Conservation Bank Boundary Map Figure 5 Cattle Dipping Vat Remediation Area Figure 6 Soils Map Figure 7 Land Use/Land Cover Map Figure 8 Protected Species Map Figure 9 Service Area Map Figure 10 Vegetation Monitoring Transect Location Map Figure 11 Conceptual Site Plan for Pepper Ranch Preserve Figure 12 Pepper Ranch Preserve Easement and Overlay Map 0 6 E 1606 APPENDICES Appendix 1 Prescribed Grazing Plan Appendix 2 USFWS-Approved Pesticide Treatments Appendix 3 Pepper Ranch Preserve Cattle Lease Appendix 4 Pepper Ranch Preserve Final Management Plan iv e 16136 1.0 INTRODUCTION The Collier County Board of County Commissioners (County) has acquired the Pepper Ranch Preserve for conservation purposes and proposes to use the property to offset impacts to the Florida panther (Puma concolor coryi) (panther) from Collier County government public projects. The proposed Pepper Ranch Preserve Conservation Bank (Bank) will be managed for conservation, protection, and restoration of natural resources (collectively, the "Conservation Values") and for passive and compatible public outdoor recreation. 1.1 BIOLOGICAL GOALS The biological goals of the Bank are to (1) protect, manage and restore the native habitats on site for the benefit of the Florida panther, and (2) monitor management and passive recreation activities as they affect the Conservation Values (including the Florida panther, native vegetation, and wildlife) to ensure that all activities are consistent with protecting the Conservation Values. 1.2 OBJECTIVES The Bank will be managed for Florida panther and panther prey species use by: 1. maintaining upland, invasive, exotic vegetation at a manageable level (less than 5%); ,..., 2. maintaining pasture through cattle rotation, mowing, and burning; 3. maintaining forested land through prescribed fire regime; and 4. conducting scheduled, controlled hunts for feral hogs, deer and turkey. The value and integrity of the Preserve will be maintained by: 1. fencing and/or marking the property boundaries with conservation land signs; 2. gating the property to reduce uncontrolled access; 3. regulating public access through reservations and check-ins at the Visitor Center 4. limiting public access to Fridays, Saturdays, and Sundays - October through June; 5. limiting public access to designated trail systems; 6. having a Collier County Parks and Recreation Park Ranger present during public hours of operation; 7. housing a Florida Fish and Wildlife Conservation Commission (FWC) or Collier County Sheriff Office (CCSO) Officer within the preserve property; 1 1606 8. conducting routine law enforcement patrols. 1.3 STRATEGY The Bank was selected and designed to provide conservation value to the panther and other threatened and endangered species in Collier County, and to provide passive recreational opportunities to local citizens. An active management plan is proposed to restore native communities where feasible through re-introduction of fire and control of invasive plants. Sufficient funds will be set aside to maintain these ecological improvements in perpetuity. Additionally, a conservation easement over the Bank property (Exhibit F of the Conservation Instrument) has been granted to Conservation Foundation of the Gulf Coast to ensure preservation in-perpetuity. 1.4 PROJECT AREA APPLICABILITY FOR MITIGATION The entire Bank is located within the Primary Zone of the U.S. Fish and Wildlife Service (Service) panther focus area (USFWS 2007) (Figure 1). The property is surrounded by conservation lands and Lake Trafford, and contains habitat suitable for the panther (Figure 2). Panthers are routinely photographed within the ranch via motion sensor camera. The photo below of a female panther with and two juvenile offspring was captured at Pepper Ranch Preserve on April 10, 2016. 1 i Y o- . 55°F 167 TOMZCAM 10 APR 2016 08:11 am 2.0 SITE DESCRIPTION The 2,511.9 acre Pepper Ranch Preserve is located at 6315 Pepper Road just west of the town of Immokalee, Florida, along the north shoreline of Lake Trafford within 2 1606 Sections 22, 26, 27, 28, 33, and 35, Township 46 South, and Range 28 East (Figure 3). The preserve is within the rural area of Collier County that is governed by the Rural Lands Stewardship Area (RLSA) Overlay Program, an incentive based land use overlay system designed to encourage smart growth patterns. A portion of Pepper Ranch Preserve (approximately 985.4 acres) was designated as Stewardship Sending Area (SSA) - 7 by the previous owners. An SSA generates credits to property owners which can be used to entitle Stewardship Receiving Areas (SRA)s. SRAs are often self- contained planned urban developments within the RLSA. The SSA Program establishes a method for protecting and conserving the most valuable environmental land within the RLSA, including large connected wetland systems and significant areas of habitat for listed species. The 1,516.84 acre Bank will not include any of the lands already designated and protected under SSA-7 (Figure 4). The bulk of the Bank (1,297.84 acres) is RLSA designated "open". "Open" lands are lands within the RLSA that are generally of a lower natural resource quality than lands identified as Stewardship Sending Areas. The remaining 219.0 acres, located in the southeast corner of the Bank, adjacent to Lake Trafford, are outside of the RLSA and are zoned Agricultural with a Mobile Home Overlay. This 219.0 acre portion is also designated as a Recreational Tourist Subdistrict on the Immokalee Future Land Use Map. Pepper Ranch Preserve is bordered by South Florida Water Management District (District) Corkscrew Regional Ecosystem Watershed (CREW) lands to the north and west. These lands are designated as conservation areas and were acquired by the District with funds from the Save our Rivers Program. District CREW lands are mandated to be managed in an environmentally acceptable manner and restored to their natural state. Habitat management such as control of exotic species and prescribed burning may be conducted. Cattle ranching borders the preserve to the south; individual, residential homes border it to the south and east; Lake Trafford borders it to the south; unimproved RLSA "open" land borders it to the to the north and east; and the Lake Trafford dredge material impoundment area borders it to the east. The property has a variety of vegetative communities consisting of improved pastureland, former cultivated areas, bottomland forest, upland mixed forest, strand swamp, slough, pine flatwoods, and depression marsh. The presence of protected wildlife such as the Florida panther and Audubon's crested caracara (Polyborus plancus audubonii) has been confirmed on site; therefore, protecting, managing and restoring native habitats would provide benefits to this rare species as well as to others. Historically, the property was used for row crop and sod farming, cabbage palm harvesting, hunting, and cattle grazing. Currently, its uses include: limited hunting, hiking, biking, horseback riding, camping, and cattle grazing. Lake Trafford Road and Pepper Road existed in 1940. The majority of the preserve was natural at that time with the exception of one agricultural field. Additional agricultural activities occurred between 3 160 6 1963 and 1980. Prior to 1995, the only additional development within the preserve included three oil fields on the western edge of the property; two of which are still active today. None of these oil fields are within the boundary of the Bank. The District retained Ayres and Associates to conduct a Phase I / II Environmental Site Assessment in August 1995. The objective of the Phase I / Phase II Environmental Assessment was to identify areas that may potentially impact soil and/or groundwater quality and to conduct soil and groundwater sampling within areas previously identified by the District as areas of environmental concern. In the report, Ayres noted the following as areas of environmental concern: 1. Three active oil production wells 2. Two hunting camp areas 3. Two former pesticide staging areas, and 4. An abandoned cattle dipping vat and associated maintenance area As a result of their Phase II activities, Ayres Associates recommended that additional environmental testing be conducted at the cattle dipping vat and the three oil well sites in order to determine the vertical and horizontal extent of contamination. No further assessment at the two pesticide staging areas and the cattle-dipping vat maintenance area was recommended. Solid waste within the two hunting camp areas documented i by the 1995 Ayres report was removed by the time Collier County acquired the property. In May 2008, Collier County hired Environmental Consulting and Technology, Inc. (ECT) to perform a Phase I Environmental Site Assessment at Pepper Ranch. The purpose of the Assessment was to identify recognized environmental conditions (RECs). In reference to its assessment, ERC used the American Society for Testing and Materials, definition of the term REC, which is, the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or the material threat of a release of any hazardous substance or petroleum products into structures on the property or into the ground, ground water, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. ECT identified 3 RECs within Pepper Ranch - the former cattle- dipping vat, a 500-gallon above ground storage tank, and the 3 oil production wells — and recommended a Phase II Environmental Site Assessment at each REC to determine the presence of contamination. As a result, the 500-gallon AST and associated contaminated soil were removed from site, and further environmental testing was contracted for the former cattle-dipping vat and the 3 oil production wells. 4 a. 1606 The previous owners of the ranch agreed to hire HSA Engineers and Scientists to conduct a Phase II Environmental Site Assessment of the cattle dipping vat area prior to Collier County's acquisition of the preserve. The assessment identified the degree and extent of soil and groundwater contamination caused by the vat. As part of the County sale's agreement for the ranch, the sellers agreed to remediate the contamination caused by the vat. All contaminated soil was removed and replaced with clean fill. Quarterly groundwater testing for 1 year after soil remediation activities showed that the impacted groundwater plume associated with the cattle vat was stable and was not migrating. On July 1, 2011, the Florida Department of Environmental Protection issued a Conditional Site Rehabilitation Completion Order (SRCO) to Collier County which released the County from any further obligation to conduct site rehabilitation at the contaminated site. The SRCO is "Conditional" because the remediation site contains Alternate Cleanup Target Levels (ACTL's) of groundwater contamination. Sites with groundwater at ACTL's are only considered acceptable in conjunction with appropriate engineering and institutional controls that guarantee no groundwater will be used from within the sites. As a result, a barbed wire fence (engineering control) restricts physical access to the portion of the site where contaminated soil was replaced with clean fill, and a Declaration of Restrictive Covenant recorded over that portion of the site that encompasses the impacted groundwater plume (institutional control) restricts legal access to the drilling of groundwater wells within the remediation site. Panther habitat unit credits will not be sought from Collier County within the 0.8 acre Cattle Dipping Vat Soil Remediation Area (Figure 5). Collier County hired ECT to conduct a Phase II Environmental Site Assessment of the oil wells. During this assessment, chloride contamination of groundwater was found. As a result, the previous owners of the ranch agreed to hire ECT to complete a Limited Site Assessment Report for chloride contamination of groundwater around each of the 3 well sites. The analysis of groundwater from deep wells near each oil well revealed that concentrations of chlorides (290 mg/L) at 1 well site were slightly above the Groundwater Cleanup Target Level (GCTL) of 250 mg/L based on the Secondary Public Drinking Water Standard as specified in Rule 62-777, Table I. Florida Administrative Code. A deep water well far removed from the area of the oil fields revealed a chloride concentration of 51 mg/L, well below the GCTL. Even though the remaining chloride in the groundwater near the oil wells exceeds the GCTL, ECT did not believe it would be economical or prudent to undertake any kind of remediation until such time that all oil and gas production at the facility has ceased, the production wells have been plugged and abandoned, and site restoration is being performed. They also did not recommend that any type of cleanup or further assessment be undertaken on the part of the property owner concerning contamination resulting from the oil and gas operations on the property. ECT did recommend, and Collier County did implement, the following: an 5 1606 opinion should be obtained from FDEP indicating that the oil operator is responsible for the ultimate cleanup of any contamination and the property owner will not be held liable; the oil operator should monitor the permanent monitoring wells annually to ascertain whether contaminant levels are rising, are stable, or are declining; the oil operator should implement enhanced procedures for containment of future spills; and the oil operator should provide a copy of the current Spill Prevention, Control, and Countermeasures Plan to the property owner. Pepper Ranch Preserve is within an area of historical and archaeological significance. One prehistoric and archaeological site has been discovered within the preserve near Lake Trafford and the Visitor Center is considered an historic structure. Other historical and archaeological sites are most likely present on the property. In November 2014, during the cooler months, the County will contract a qualified archaeological firm to conduct a Phase 1 Cultural Resource Survey within the entire Bank area. The County holds title to Pepper Ranch Preserve and the Conservation Collier Program manages the property. The primary objective of the Conservation Collier Program, as stated in the program ordinance (2002-63, as amended) is to acquire, preserve, restore and maintain vital and significant threatened natural lands, forest, upland, and wetland communities located in Collier County, for the benefit of present and future generations. Management of all existing native habitats within Pepper Ranch Preserve through invasive, exotic plant removal and prescribed fire is a requirement under the program ordinance. The Land Owner is: Collier County Board of County Commissioners 3299 Tamiami Trail East, Suite 303 Naples, Florida 34112-5746 (239) 252-8097 The Land Manager is: Collier County Board of County Commissioners Conservation Collier Program 3300 Santa Barbara Blvd. Naples, Florida 34116 (239) 252-2957 Contact: Melissa Hennig Melissa.Henniq@colliercountvfl.gov 3.0 PHYSICAL SETTING The Pepper Ranch Preserve is located in the CREW. CREW is a 60,000-acre watershed spanning Lee and Collier Counties (Figure 2). CREW's 5,000-acre marsh is 6 1 6 6 the headwater for the entire watershed and is located northwest of Pepper Ranch Preserve. Historically the property was primarily pine flatwoods, swamp forests, and prairie (Davis 1967). 3.1 SOILS According to the National Resource Conservation Service (NRCS) soil survey, the property is comprised of eight major soil types (Figure 6). Table 1 reflects soil types and acreage within the Bank. Table 1. Soil Types Within Proposed Pepper Ranch Preserve Conservation Bank Soil ID Description Hydric(Y/N) Area (acres) 6 Riviera, Copeland Fine Sand Y 172.23 14 Pineda Fine Sand Y 13.33 16 Oldsmar Fine Sand N 441.97 18 Riviera Fine Sand Y 1.59 20 Ft. Drum and Malabar N 69.53 22 Chobee, Winder and Gator Soils Y 132.96 37 Tuscawilla Fine Sands N 529.94 43 Winder, Riviera, Chobee Soils, depressional Y 155.29 Total 1,516.84 3.2 VEGETATIVE COMMUNITIES The site is comprised of many different habitat types and land uses according to the Florida Land Use, Cover and Forms Classification System (FLUCFCS) as shown on Figure 7. Table 2 summarizes the FLUCFCS within the Bank in a pre-restoration condition. The table also provides a brief description of each FLUCFCS code. 7 160 6 Table 2. Pre-Existing Field-Verified Land Use/Land Cover Modified/Enhanced FLUCFCS Designations Within the Proposed Pepper Ranch Preserve Conservation Bank FLUCFCS FLUCFCS Percent Category Code FLUCFCS Description Area (acres) Cover(%) o z o m 180 Campground 11.86 0.8% 5 D CO w H O J E 211 Improved pasture 549.67 36.2% N 0 0 3109 Upland prairie, disturbed 3.73 0.2% z o 310E1 Upland prairie, exotics 5-24% 35.11 2.3% o o w z 310E2 Upland prairie, exotics 25-49% 4.01 0.3% 3209 Upland shrub, disturbed 3.56 0.2% 411 Pine flatwoods 149.89 9.9% 4119 Pine flatwoods, disturbed 40.80 2.7% 4119E1 Pine flatwoods, disturbed, exotics 5-24% 3.39 0.2% 4119E2 Pine flatwoods, disturbed, exotics 25-49% 1.24 0.1% 4119E4 Pine flatwoods, exotics 75-100% 3.69 0.2% w 422 Brazilian pepper, non-hydric 0.40 0.0% w 0 427E1 Oak, exotics 5-24% 1.57 0.1% 428E1 Cabbage palm, exotics 5-24% 1.14 0.1% 428E3 Cabbage palm, exotics 50-74% 3.29 0.2% 0 o 434 Oak, slash pine, cabbage palm 180.35 11.9% 4349 Oak, slash pine, cabbage palm, disturbed 0.002 0.0% 4349E1 Oak, slash pine, cabbage palm, disturbed, exotics 5-24% 68.73 4.5% 4349E2 Oak, slash pine, cabbage palm, disturbed, exotics 25-49% 8.86 0.6% 437 Australian pine 1.16 0.1% 8 0 , . 1606 Table 2. Pre-Existing Field-Verified Land Use/Land Cover Modified/Enhanced FLUCFCS Designations Within the Proposed Pepper Ranch Preserve Conservation Bank, continued FLUCFCS FLUCFCS Percent FLUCFCS Description Area (acres) Category Code Cover(%) a w 512 Ditches 24.92 1.6% o F- S Q > 512E4 Ditches, exotics 75-100% 0.66 0.0% 6151 Red maple swamp 76.47 5.0% 6152 Pop ash swamp 2.69 0.2% 6162 Pond apple depression 0.71 0.0% 6169E1 Pond apple, laurel oak, cabbage palm, disturbed, exotics 5- 0.83 0.1% 6189 Willow/shrub wetland, disturbed 5.44 0.4% 6192 Brazilian pepper, hydric 0.84 0.1% 621 Cypress 0.72 0.0% 630 Wetland forested mix 23.81 1.6% 630E1 Wetland forested mix, exotics 5-24% 1.80 0.1% cn 631 Shrub wetland 4.38 0.3% o 6319E1 Shrub wetland, disturbed, exotics 5-24% 4.72 0.3% 6319E2 Shrub wetland, disturbed, exotics 25-49% 0.09 0.0% 0 631E1 Shrub wetland, exotics 5-24% 1.35 0.1% 0 0 c' 641 Freshwater marsh 29.55 1.9% 6419 Freshwater marsh, disturbed 27.21 1.8% 6419E1 Freshwater marsh, disturbed, exotics 5-24% 70.00 4.6% 6419E2 Freshwater marsh, disturbed, exotics 25-49% 26.19 1.7% 6419E3 Freshwater marsh, disturbed, exotics 50-74% 3.46 0.2% 641E1 Freshwater marsh, exotics 5-24% 83.40 5.5% 641E2 Freshwater marsh, exotics 25-49% 17.26 1.1% 641E3 Freshwater marsh, exotics 50-74% 1.27 0.1% 643 Wet prairie 2.10 0.1% 6439E2 Wet prairie, disturbed, exotics 25-49% 7.50 0.5% Lu 700 Cattle Dipping Vat Remediation Area 1.02 0.1% 0 742 Borrow pond 0.78 0.1% z m 0 743 Spoil 1.24 0.1% o or 743E4 Spoil, exotics 75-100% 8.16 0.5% w o cn 2 W8145 Shell road, graded and drained 14.31 0.9% cz,oZp °5 _ `OI- 0 H 8146 Primitive trail 1.51 0.1% TOTAL 1,516.84 100.0% 9 1613 6 Johnson Engineering prepared a Land Management Plan (LMP) for Collier County in 2010. In the fall of 2009, their ecologists mapped the vegetation communities and other land uses found on the Pepper Ranch Preserve using modified/enhanced FLUCFCS designations. There are 27 distinct plant communities/land uses within the Bank. Some of these land uses are further described as disturbed and/or by the level of invasive exotic plants they exhibit. The number 9 qualifier in the FLUCFCS code represents a disturbance in the plant community, generally due to a hydrologic impairment; in some cases, the disturbance is from a cleared understory. The letter E qualifier represents the level of invasive exotic vegetation present by percent cover. The most prevalent land use/land covers within the Bank are Improved Pasture (FLUCFCS Series 211-36.2%); Freshwater Marsh (FLUCFCS Series 641-17.0%); Oak, Slash Pine, Cabbage Palm Forest (FLUCFCS Series 434-17.0%); Pine Flatwoods (FLUCFCS Series 411-13.1%); Red maple swamp (FLUCFCS Series 6151-5.0%); Upland prairie (FLUCFCS Series 310- 2.8%); and Wetland forested mixed (FLUCFCS Series 630-1.7%). These categories account for approximately 92.8% of the land use/land cover within the Bank. 3.2.1 Uplands Improved Pasture (FLUCFCS series 211) 549.7 acres The most common community within the Bank is Improved Pasture (36.2%). The majority of the pasture exhibits upland grass and forbs species dominated by bahiagrass (Paspalum notatum) with a mixture of the following species: limpograss (Hemarthria altissima), common ragweed (Ambrosia artemisiifolia), dogfennel (Eupatorium capillifolium), smutgrass (Sporobolus indicus) bushy bluestem (Andropogon glomeratus var. hirsutior), tick-trefoil (Desmodium sp.), capeweed (Phyla nodiflora), creeping woodsorrel (Oxalis corniculata), rabbitbells (Crotalaria rotundifolia), flatsedges (Cyperus sp.), torpedo grass (Panicum repens), purple thistle (Cirsium horridulum), knotroot foxtail (Setaria parviflora), big carpetgrass (Axonopus furcatus), woodland false buttonweed (Spermacoce assurgens), and crabgrass (Digitaria sp.). Most of the pastures at Pepper Ranch Preserve are demarcated with large Brazilian pepper (Schinus terebinthifolius) associated with ditch/berm and fence lines. In the far western portion of the preserve there is hydric pasture that exhibits more wetland species than other pasture areas and the underlying soils are hydric. There is a midcanopy in the hydric pasture of pop ash (Fraxinus caroliniana), Brazilian pepper, and Carolina willow (Salix caroliniana). The herbaceous layer consists of southeastern sunflower (Helianthus agrestis), torpedo grass, bushy bluestem, spadeleaf (Centella asiatica), Virginia buttonweed (Diodia virginiana), blue mistflower (Conoclinium coelestinum), musky mint (Hyptis alata), and southern beaksedge (Rhynchospora microcarpa). 10 0 160 Oak, Slash Pine, Cabbage Palm (FLUCFCS series 434) 257.9 acres This upland mixed forest community comprises approximately 17% of the Bank, the largest acreage of which is located primarily in the southwestern portion of the preserve but also occurs throughout the preserve in smaller acreages. This plant community is characterized by live oaks and laurel oaks (Quercus laurifolia) (both hardwood species), south Florida slash pine (Pinus Elliottii), cabbage palms (Sabal palmetto), and some cypress (Taxodium sp.) and strangler fig (Ficus aurea). Together, they generally form a closed canopy. The midcanopy and understory are similar to the upland mixed forest as described above. The midcanopy includes myrsine (Myrsine cubana), dahoon holly (Ilex cassine), and wax myrtle (Myrica cerifera). The plant species found in the understory are mainly native species including blue maidencane (Amphicarpum muhlenbergianum), foxtail grass, carpet grasses, slender flattop goldenrod (Euthamia caroliniana), musky mint, chocolate weed (Melochia corchorifolia), swamp fern (Blechnum serrulatum), capeweed, wild coffee, and varying densities of the invasive exotic torpedo grass. In the disturbed portions of this community Brazilian pepper comprises up to 24% of the midcanopy otherwise it is present at less than 5% coverage. In the herbaceous layer of the disturbed areas of this community there are significant levels (26-50% coverage) of caesarweed (Urena lobata) and some (1-5% coverage) dogfennel. Pine Flatwoods (FLUCFCS series 411) 199.0 acres The pine flatwoods community comprises approximately 13.1% of the Pepper Ranch Preserve Conservation Bank. This plant community is located predominately in the central and eastern portions of the preserve. The flatwoods at Pepper Ranch are characterized by a south Florida slash pine dominate canopy with some live oak (Quercus virginiana), wax myrtle and saw palmetto in the lower strata, and a myriad of herbs and forbs forming the ground cover, such as: swamp fern, muscadine (Vitis rotundifolia), American beautyberry (Callicarpa americana), tall elephant's foot, greenbrier (Smilax sp.), caesarweed, and tick-trefoil. Upland Prairie (FLUCFCS series 310) 42.9 acres The dry prairie community is located primarily in the extreme southwest portion of the preserve. Portions of this community exhibit no canopy, but where a canopy is present it is at less than 10% coverage and is made up of south Florida slash pine and cabbage palm. The shrub layer appears to have been cleared and now consists mainly of saw palmetto and wax myrtle. The understory is dominated by bahiagrass; other grasses and herbs present include: blue maidencane, torpedo grass, knotroot foxtail, big carpetgrass, chocolate weed, tall elephant's foot (Elephantopus elatus), tick-trefoil, musky mint, netted pawpaw (Asimina reticulata), slender flattop goldenrod, wire grass (Aristida stricta), and a variety of sedges. This community located in the eastern part of 11 0 1606 the preserve exhibit less native plant diversity, which has been replaced by cogongrass (Imperata cylindrica), smutgrass, Peruvian primrose willow, caesarweed, and Brazilian pepper. The disturbance to the portions of this community located in the southwestern part of the preserve appears to be due to a cleared shrub layer. 3.2.2 Wetlands Red Maple Swamp (FLUCFCS series 6151) 76.5 acres This community appears in association with Lake Trafford along the southeastern perimeter of Pepper Ranch Preserve. This natural community covers 5.0% of the Bank. It is characterized by a low-lying, closed-canopy forest of tall, straight trees with an open understory and ground cover of ferns, herbs, and grasses. Red maple (Acer rubrum) is the dominate canopy tree, some buttonbush (Cephalanthus oxidentalis) exists in the midcanopy and sawgrass (Cladium jamaicense), alligator flag (Thalia geniculata), swamp fern, and cinnamon fern (Osmunda cinnamomea) are the dominant species in the understory. Freshwater Marsh (FLUCFCS series 641) 258.3 acres Freshwater marsh comprises approximately 17% of the Bank. These wetlands are present throughout the preserve but are most prevalent in the central portion of the preserve and eastward to the property boundary. Native plant species found within this plant community included maidencane (Panicum hemitomon), Southeastern sunflower, blue maidencane, American cupscale, pickerelweed, alligator flag, swamp fern, sawgrass, narrowfruit horned beaksedge (Rhyncospera inundata), southern beaksedge, pale meadowbeauty (Rhexia mariana), bulltongue arrowhead (Sagittaria lancifolia), musky mint, Virginia buttonweed, buttonbush, lemon bacopa (Bacopa caroliniana), spikerushes (Eleocharis spp.), American white waterlily (Nymphaea odorata), broomsedge bluestem (Andropogon virginicus), sand cordgrass (Spartina bakeri), redtop panicum (Panicum rigidulum), and corkwood (Stillingia aquatica). The nuisance and invasive exotic plant species observed in this community include torpedo grass, dog fennel, caesarweed, Southern crabgrass (Digitaria ciliaris), tropical soda apple (Solanum viarum), alligatorweed (Alternanthera philoxeroides), Brazilian pepper, melaleuca (Melaleuca quinquenervia), Peruvian primrose willow, and valamuerto (Senna pendula var. glabrata). Wetland Forested Mix (FLUCFCS series 630) 25.6 acres This community appears in association with Lake Trafford along the southern perimeter of the Bank. Wetland Forested Mix is characterized as a low-lying, closed-canopy forest of tall, straight trees with either a dense shrubby understory and little ground cover, or an open understory and ground cover of ferns, herbs, and grasses. At Pepper Ranch 12 GQ' 1 60 6 Preserve the latter is most often observed, with red maple (Acer rubrum) as the dominate canopy tree, some buttonbush (Cepha/anthus oxidentalis) in the midcanopy and sawgrass (Cladium jamaicense), alligator flag (Thalia geniculata), swamp fern, and cinnamon fern (Osmunda cinnamomea) in the understory. Pockets within the Wetland Forested Mix contain dominant canopy cover of either red maple, pop ash, pond apple (Annona glabra), or sub-canopy of Carolina willow. 4.0 BIOLOGICAL RESOURCES The ranch is home to many species of native wildlife, including those listed as threatened, endangered, or of special concern by the Service and/or FWC. The Bank is located within the Primary Zone of the panther focus area (Figure 1). Panther sightings, telemetry points and abundance of prey species all indicate that panthers are present (Figure 8). Many other native wildlife species have also been documented on the ranch, including numerous species of threatened and endangered birds. The ranch provides connectivity for wildlife between the Corkscrew wetlands, Lake Trafford wetlands and the Camp Keais Strand, extending south into the Florida Panther National Wildlife Refuge, Fakahatchee Strand Preserve State Park and Everglades National Park (Figure 2). 4.1 LISTED WILDLIFE SPECIES Table 3 indicates listed wildlife species documented for Pepper Ranch Preserve protected by the Service and FWC and the species protection status. Listed wildlife species that have been observed at Pepper Ranch Preserve to date include: Audubon's crested caracara, bald eagle (Haliaeetus leucocephalus), Florida sandhill crane (Grus canadensis pratensis), limpkin (Aramus guarauna), little blue heron (Egretta caeru/ea), roseate spoonbill (Ajaia ajaja), tricolored heron (Egretta tricolor), snowy egret (Egretta thula), white ibis (Eudocimus albus), wood stork (Mycteria americana), Big Cypress fox squirrel (Sciurus niger avicennia), Florida black bear, panther, and gopher tortoise (Gopherus po/yphemus). Figure 8 reflects sightings of listed wildlife within the preserve according to database records. 4.2 LISTED PLANT SPECIES There are 14 plant species at Pepper Ranch Preserve that are listed by the Florida Department of Agriculture and Consumer Services (FDACS): three as endangered, eight as threatened, and three as commercially exploited (Table 4). One additional species, reddish wild pine (Tillandsia x smalliana) is listed in Table 4 because it is a hybrid between two endangered species but is not itself listed by the FDACS. Two additional plant species found at Pepper Ranch Preserve are designated as critically imperiled in South Florida (SF1) by the Institute for Regional Conservation (IRC). IRC is a not-for-profit organization dedicated to the protection, restoration, and long-term 13 0 160 6 management of biodiversity on a regional basis, and to the prevention of regional extinctions of rare plants, animals, and natural communities. This designation refers to the extreme rarity (five or fewer occurrences, or fewer than 1,000 individuals) of a species, or its extreme vulnerability to extinction due to some natural or human factor. Table 3. Protected Wildlife Species Observed and With Potential Occurrence Within Pepper Ranch Preserve Protection Status Common Name Scientific Name USFWS FWC Amphibians gopher frog Rana capito - SSC Avifauna Audubon's crested caracara Polyborus plancus audubonii T FT bald eagle Haliaeetus leucocephalus Southeastern American Falco sparverius paulus - T kestrel Everglade snail kite Rostrhamus sociabilis plumbeus E FE Florida grasshopper sparrow Ammodramus savannarum floridanum E FE Florida sandhi!!crane Grus canadensis pratensis - T Florida scrub-jay Aphelocoma coerulescens T FT Florida burrowing owl Athene cunicularia floridana - SSC limpkin Aramus guarauna - SSC little blue heron Egretta caerulea - SSC roseate spoonbill Ajaia ajaja - SSC snowy egret Egretta thula - SSC tricolored heron Egretta tricolor - SSC white ibis Eudocimus albus - SSC wood stork Mycteria americana E FE Mammals Big Cypress fox squirrel Sciurus niger avicennia - T Florida black bear Ursus americanus floridanus - ** Florida bonneted bat Eumops floridanus E FE Florida mouse Podomys floridanus - SSC Florida panther Puma concolor coryi E FE Reptiles Eastern indigo snake Drymarchon corais couperi T FT Florida pine snake Pituophis melanoleucus mugitus - SSC gopher tortoise Gopherus polyphemus - T Legend: Field verified suitable habitat for all species was observed within or adjacent to the project corridor. CA=Consultation Area;NBTA=Migratory Bird Treaty Act;CFA=Core Foraging Area USFWS=United States Fish and Wildlife Service FWC=Florida Fish and Wildlife Conservation Comrrission E=Endangered T=Threatened SSC=Species of Special Concern FE=Federally-designated Endangered FT =Federally-designated Threatened *=Protected under the Bald and Golden Eagle Protection Act(BGEPA)(16 U.S.C.668-668d),as amended,the Migratory Bird Treaty Act(META)(16 U.S.C.703-712),and Chapter 68A-16.002,F.S. =Protected under the Bear Management Ran Source:USFWS,FWC 14 Cq0 1606 Table 4. Listed Floral Species Observed Within Pepper Ranch Preserve Common Name Scientific Name Status Cardinal airplant Tillandsia fasciculata var. densispica Giant airplant Tillandsia utriculata E Meadow jointvetch Aeschynomene pratensis E Catesby's Lily Lilium catesbaei T Everglades palm Acoelorraphe wrightii T Leatherleaf airplant Tillandsia variabilis T Long strap fern Campyloneurum phyllitidis T Needleroot airplant orchid Harrisella porrecta T Northern needleleaf Tillandsia balbisiana T Simpson's stopper Myrcianthes fragrans T Twisted airplant Tillandsia flexuosa T Florida butterfly orchid Encyclia tampensis CE Royal fern Osmunda regalis var. spectabilis CE Cinnamon fern Osmunda cinnamomea CE Oak mistletoe Phoradendron leucarpum SF1 Quillwort arrowhead Sagittaria isoetiformis SF1 Reddish wild pine (native Tillandsia x smalliana hybrid) E Endangered,T:Threatened,CE Commercially Exploited(as designated by FDACS) SF1:Critically imperiled in South Florida(as designated by IRC) *Not listed by the FDACS however a hybrid of two endangered species. 5.0 SPECIES TO BE ADDRESSED— PANTHER The panther will be addressed by this Habitat Management Plan. If agreed to by the Service, the County reserves the right to add the wood stork, Audubon's crested caracara and/or bonneted bat (Eumops floridanus) to the covered species in the future if conditions on the Bank property are consistent with Service policy for wood stork, crested caracara, and/or bonneted bat compensation when the policy is completed. A Florida panther Conservation Bank on a portion of Pepper Ranch Preserve (excluding SSA 7) would create an inter-departmental partnership for the County. The panther habitat units (PHUs) generated by preserving and restoring altered communities at the preserve would be utilized for offsetting the panther impacts from Collier County government construction projects while providing the funding necessary to restore the preserve. 15 0 1606 5.1 PANTHER HABITAT REQUIREMENTS Panthers use the mosaic of habitats available to them as resting and denning sites, hunting grounds, and travel routes. These habitats include cypress swamps, hardwood hammocks, pine flatwoods, seasonally flooded prairies, freshwater marshes, and some agricultural lands. The cover habitats in south Florida used most often by the panther include: hardwood swamps, tree islands or hammocks, and pine flatwoods with dense palmetto. These cover areas are important for denning and rearing of young. Dense understory vegetation comprised of saw palmetto provides some of the most important resting and denning cover for panthers (Maehr 1990). Panthers sometimes utilize non-forested cover types, including areas disturbed by humans (Belden et al. 1988, Maehr et al. 1991, Comiskey et al. 2002). Forest patches of all sizes appear to be important components of the landscapes inhabited by panthers, not just the larger forest patches. Panther habitat selection is related to prey availability (Janis and Clark 1999, Dees et al. 2001) and, consequently, prey habitat use. White-tailed deer (Odocoileus virginianus) and hogs (Sus scrofa) constitute 67% of the panther diet. Exotics [hog and armadillo (Dasypus novemcinctus)] account for almost half of the panther diet. Hardwood hammocks and other forest cover types are important habitat for white-tailed deer and other panther prey (Harlow and Jones 1965, Belden et al. 1988, Maehr 1990, Maehr et al. 1991, Maehr 1992, Comiskey et al. 1994, Dees et al. 2001). Periodic understory brushfires (Dees et al. 2001) as well as increased amounts of edge (Miller 1993) may enhance deer use of hardwood hammocks, pine, and other forest cover types. Marshes, rangeland, and low-intensity agricultural areas support prey populations of deer and hogs (Comiskey et al. 2002, Beier et al. 2003, Comiskey et al. 2004, Beier et al. 2006). 5.2 SITE HABITAT AVAILABLE The entire 1,516.84-acre Bank is located in the Panther Focus Area Primary Zone north of 1-75. Panthers living north of 1-75 weigh more, produce more kittens, and raise more young than do panthers to the south (USFWS 2006). Telemetry data from FWC, remote motion-sensor camera captures, and direct panther observations demonstrate panther frequently use the Pepper Ranch Preserve and adjacent CREW lands (Figure 8). Approximately 434.7 acres of the Bank consist of pine forest, hardwood-pine forest, cypress swamp, or hardwood swamp - all preferred habitats of the panther. Approximately 585.7 acres of the Bank consist of improved pasture and wetlands that are suitable habitat for prey populations of deer and hogs. Another 145.8 acres of the Bank consist of native upland and wetland habitats with varying densities of exotic plant coverage, which still provide some suitable habitat for both panther and prey species. Barren/disturbed lands and exotic nuisance plants comprise 297.2 acres of the Bank 16 C 1606 and are considered low value habitat. Finally, urban lands and water account for the remaining 53.6 acres of the Bank. 5.3 CREDITS CRITERIA Based on recent publications (Cox et al. 2006, Kautz et al. 2006, Land et al. 2008) and the Service Panther Habitat Assessment Methodology (September 2012) values were assigned to the habitats. The proposed panther credit follows the PHUs assigned to each habitat type on-site (Table 5). Although all disturbed native habitats within the Bank will be restored, Collier County will not seek additional credit for this restoration because management of all existing native habitats within Pepper Ranch Preserve is already a requirement under the Conservation Collier Ordinance. Disturbed native habitats identified by the number 9 in the FLUCCS series have been given a credit score of 3. Thus, 8,669.0 PHUs, the number of credits associated with Pepper Ranch habitats in a "pre-restoration" condition, will be released upon Bank certification. Collier County reserves the right to request additional credit if pasture or wetland hydrological enhancement is undertaken, or alternatively Collier County may seek outside grant funding to complete the pasture or wetland hydrological restoration. No additional panther credit will be requested if restoration is completed using grant funds. If restoration is funded, Collier County will work closely with the Florida Fish and Wildlife Conservation Commission to ensure that the restoration design does not adversely affect the Florida panther. Proposed hydrological enhancement will focus on restoring historic hydro-periods and sheet flow. Restoration is expected to expand the extent of isolated wetlands and cause water to be held on the preserve longer during the wet season. Both of which should benefit panther prey species. Total credits available versus credits sold will be tracked by date, buyer and impact area. Credits will be tracked by using the US Army Corps of Engineers RIBITS System that is currently in place for wetland mitigation banks. The County will request withdrawals through the RIBITS system and the Service will approve them electronically. The County will obtain guidance from the Service on how to implement this process and will participate immediately upon bank certification. The County will also keep a credit ledger that contains the same information as the RIBITS system along with the name and contact information of the credit purchaser. The sample credit ledger provided in Exhibit G of the Pepper Ranch Preserve Bank Agreement will be updated as needed to include all information to be provided in the RIBITS system. RIBITS will not contain detailed contact information associated with each credit withdrawal, so the County is also required to keep a credit ledger that contains the same information as RIBITS along with the name and contact information of the credit purchaser. The County's ledger will be provided to the Service before February 15 each year until all credits are sold. In addition, a credit receipt form documenting each credit sale will be provided to the Service annually with the ledger. 17 .--� 0 16 0 6 ........_ Table 5. Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank FLUCFCS Area USFWS USFWS Habitat Type Code FLUCFCS Description (acres) Assigned PHU's PHU Value Pine forest 411 Pine flatwoods 149.89 9.5 1,423.95 Hardwood-Pine 434 Oak,slash pine,cabbage palm 180.35 9.3 1,677.26 Cypress swamp 621 Cypress 0.72 9.2 6.64 630 Wetland forested mix 23.81 9 214.31 6151 Red maple swamp 76.47 9 688.26 Hardwood swamp 6152 Pop ash swamp 2.69 9 24.21 6162 Pond apple depression 0.71 9 6.41 Shrub swamp/brush 631 Shrub wetland 4.38 5.5 24.07 Improved pasture 211 Improved pasture 549.67 5.2 2,858.28 641 Freshwater marsh 29.55 4.7 138.90 Marsh/Wet Prairie -- 643 Wet prairie 2.10 4.7 9.85 743 Spoil 1.24 3 3.72 3109 Upland prairie,disturbed 3.73 3 11.19 3209 Upland shrub,disturbed 3.56 3 10.69 y n. 4119 Pine flatwoods,distrubed 40.80 3 122.39 4349 Oak,slash pine,cabbage palm,disturbed 0.002 3 0.01 6189 Willow/shrub wetland,distrubed 5.44 3 16.31 6419 Freshwater marsh,disturbed 27.21 3 81.64 8146 Primitive trail 1.51 3 4.53 4119E1 Pine flatwoods,disturbed,exotics 5-24% 3.39 3 10.18 4349E1 Oak,slash pine,cabbage palm,disturbed,exotics 5 68.73 3 206.19 24% Barren/Disturbed Lands' 6169E1 Pond apple,laurel oak,cabbage palm,disturbed, 0.83 3 2.49 exotics 5-24% 6319E1 Shrub wetland,disturbed,exotics 5-24% 4.72 3 14.17 6419E1 Freshwater marsh,disturbed,exotics 5-24% 70.00 3 210.00 4119E2 Pine flatwoods,disturbed,exotics 25-49% 1.24 3 3.71 Oak,slash pine,cabbage palm,disturbed,exotics 25- 4349E2 49% 8.86 3 26.57 6319E2 Shrub wetland,disturbed,exotics 25-49% 0.09 3 0.26 6419E2 Freshwater marsh,disturbed,exotics 25-49% 26.19 3 78.57 6439E2 Wet prairie,disturbed,exotics 25-49% 7.50 3 22.50 6419E3 Freshwater marsh,disturbed,exotics 50-74% 3.46 3 10.37 743E4 Spoil,exotics 75-100% 8.16 3 24.47 4119E4 Pine flatwoods,disturbed,exotics 75-100% 3.69 3 11.06 18 : . 1606 ........_ Table 5. Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank, continued FLUCFCS Area USFWS USFWS Habitat Type Code FLUCFCS Description (acres) Assigned PHU's PHU Value 422 Brazilian pepper,non-hydric 0.40 3 1.20 6192 Brazilian pepper,hydric 0.84 3 2.53 Exotic/Nuisance Plants 437 Australian pine 1.16 3 3.47 428E1 Cabbage palm,exotics 5-24% 1.14 3 3.41 428E3 Cabbage palm,exotics 50-74% 3.29 3 9.86 180 Campground 11.86 0 Urban 700 Cattle Dipping Vat Remediation Area 1.02 0 - 8145 Shell road,graded and drained 14.31 0 - 512 Ditches 24.92 0 - Water 512E4 Ditches,exotics 75-100% 0.66 0 - 742 Borrow pond 0.78 0 - Dry prairie with 14.5% d l 310E1 Upland prairie,exotics 5-24% exotic plant coverage p 35.11 6.3/3 204.42 Dry prairie with 37% 310E2 Upland prairie,exotics 25-49% 4.01 6.3/3 20.36 exotic plant coverage Hardwood Forest with 14.5%exotic plant 427E1 Oaks,exotics 5-24% 1.57 9/3 12.73 coverage Hardwood Swamp with 14.5%exotic plant 630E1 Wetland forested mix,exotics 5-24% 1.80 9/3 14.61 coverage Shrub swamp/brush with 14.5%exotic plant 631E1 Shrub wetland,exotics 5-24% 1.35 5.5/3 6.91 coverage MarshNVet Prairie with 14.5%exotic plant 641E1 Freshwater marsh,exotics 5-24% 83.40 4.7/3 i 371.43 coverage Marsh/Wet Prairie with 37%exotic plant 641 E2 Freshwater marsh,exotics 25-49% 17.26 4.7/3 70.27 coverage Marsh/Wet Prairie with 62%exotic plant 641 E3 Freshwater marsh,exotics 50-74% 1.27 4.7/3 4.62 coverage TOTAL 1,516.84 8,669M 19 CJ 1606 5.4 SERVICE AREA The Service Area for panther impacts and PHU credits will be Collier County (Figure 9). Credits will only be utilized for Collier County government public projects. 6.0 LAND PROTECTION Pepper Ranch Preserve was acquired February 6, 2009 for $32,525,080. The County holds title to the Pepper Ranch Preserve and the Conservation Collier Program manages the property. The primary objective of the Conservation Collier Program, as stated in the program ordinance (2002-63, as amended) is to acquire, preserve, restore and maintain vital and significant threatened natural lands, forest, upland and wetland communities located in Collier County, for the benefit of present and future generations. A conservation easement over the Pepper Ranch Preserve has also been granted to Conservation Foundation of the Gulf Coast (Foundation) as a third party to the agreement (Exhibit F of the Conservation Instrument). The Foundation will visit the Bank at least one time per year. During the visit, the Foundation will drive the main lime rock road and the northeast trail to look for activities prohibited by the conservation easement. The Foundation will document any prohibited activities in writing and with photographs. The Foundation will also make note of observed management activities or observed evidence of management activities. Additional photographs of the site or comments about the quality of the site may be included, but are not required. The site visit is intended to take no more than one day and serves as a check for prohibited activities on the site. Following the site visit, the Foundation will send the Service and County a brief summary report indicating its findings within 30 days of the site visit. The report should include the date and time of the site visit, the names of staff involved, descriptions and photos of any prohibited activities, and any other information that was collected during the site visit. 6.1 INITIAL RESTORATION AND INTERIM MANAGEMENT The County will be responsible for: (1) initial, upland, invasive, exotic plant maintenance (2) initial fire break creation, (3) burn plans and prescribed burns, (4) posting, (5) vegetation monitoring, and (6) wildlife monitoring. The County's cattle lessee shall maintain any necessary internal fencing required to implement the Prescribed Grazing Plan (Appendix 1). The annual operating cost for each year during the interim management period (2019- 2020) has been estimated and is outlined below in Table 6. 20 1606 Table 6: Proposed Pepper Ranch Conservation Bank Interim Management Period Annual Cost Estimates ACTIVITY FY19 FY20 Boundary fencing $ 20,000 Wildlife surveys - staff time $ 2,000 $ 2,000 Wildlife surveys - equipment $ 400 Fire break creation Mowing $ 20,000 $ 10,000 Exotics plants $ 29,400 $ 18,400 Con.Collier general staff time $ 16,300 $ 16,300 Clerk's fee $ 7,600 $ 7,600 OBVM Monitoring - contracted $ 95,600 OBVM Monitoring - staff time $ 4,000 $ 4,000 $ 195,300 $ 58,300 Funds for management during the interim period through credit sell out ($253,600) will be budgeted annually in a separate and distinct Pepper Ranch Preserve Conservation Bank Interim Management Account within the Pepper Ranch Preserve Conservation Endowment Fund specifically dedicated for the management of the Bank through perpetuity. 6.2 LONG-TERM MANAGEMENT The County will be responsible for annual burn plans and prescribed burns; invasive, exotic plant maintenance; and mowing after initial restoration and interim maintenance is complete. 6.3 MANAGEMENT TRUST Collier County will establish the Pepper Ranch Preserve Conservation Endowment Fund Trust (the "Trust") for management of the Bank. A separate endowment fund within the Trust will be utilized to manage the Bank in perpetuity. The endowment fund will be non-wasting, providing for the annual operating cost from the interest only. Based on an average annual cost of $78,800, it is estimated that a fund value of $3,940,000 will be needed. The fund value was determined by dividing the average annual cost by a 2% capitalization rate. For each credit sold $454.49 will be placed in the endowment fund. The cost per credit that will be deposited into the endowment fund was determined by dividing the fund value by the total number of credits. 21 0 1606 Average cost per five years Staff time ($16,300/year) $81,500 Boundary fencing ($5,000/year) $25,000 Prescribed fire prep ($18,600/year) $93,000 Exotic plant maintenance ($25,000/year) $125,000 Clerk's fee ($7,600/year) $38,000 Staff time— Plant and Wildlife Monitoring ($6,000/year) $30,000 Wildlife surveys equipment ($300/year) $1,500 Five year total $394,000 Average cost per year $78,800 With a 2 percent capitalization rate, $3,940,000 ($78,800/0.02) is needed for the endowment fund. For each credit sold $454.49 ($3,940,000 divided by 8,669.0 PHUs) will be deposited in the endowment fund. Collier County will fully fund the endowment fund ($3,940,000) on October 1, 2020, if the fund is not fully funded through credit sales. The Trust will be invested in a manner consistent with the Investment Policy as set forth in the Pepper Ranch Preserve Conservation Bank Endowment Fund Trust Agreement between the Collier County Board of County Commissioners and the Clerk of the Circuit Court of Collier County. 7.0 TARGET NATURAL COMMUNITY All native habitats within the Pepper Ranch Preserve will be restored and managed for wildlife. Under this Habitat Management Plan, the pasture land within the Bank will remain pasture, and will be managed in accordance with the Prescribed Grazing Plan (Appendix 1). Any future restoration of the pasture land will be considered at a future date and any additional PHUs proposed at that time. 7.1.1 Initial Invasive Species Removal The County will be responsible for invasive, exotic plant maintenance in perpetuity after initial removal. A County contractor will target Category I and II nonnative plant species as identified on the Exotic Pest Plant Council's biennially updated list of Florida's Most Invasive Species (http://www.fleppc.org/). Treatments (basal and/or foliar) will be twice a year for the first two years after initial treatment. After the first two years of maintenance treatments, invasive plants will be basal or foliar-treated annually and will not be allowed to make up more than one percent cover. Because the pasture land is actively grazed and torpedo grass is a good food source for the cattle, torpedograss 22 1 6D 6 (Panicum repens) will only be treated if its coverage expands past its current extent. Time-zero monitoring will assess the baseline overall percent cover by torpedo grass in each marsh within the Bank. All pesticide treatments will be consistent with Service - approved pesticide treatments (Appendix 2). 7.1.2 Mowing for Wildlife Benefits Openings may be mowed every two to three years to maintain their structural integrity. Mowing is considered an alternative to prescribed burns when weather conditions or other constraints prohibit fire application. It will be avoided during the spring to protect ground-nesting birds. Mowing can provide similar benefits as grazing and fire by suppressing woody plant growth, and by encouraging grasses and low-growing herbs to produce new growth. Mowing improves brood habitat conditions for wild turkeys by reducing dense understory vegetation in hardwood hammocks, and invasion of woody plants in grassy fields. Mowing benefits rabbits (Sylvilagus floridanus) by providing a supply of growing forage. Smooth cuts are not required when mowing to improve wildlife habitat conditions. Mowing height is also generally not important, although a higher cut in early spring may leave important nesting cover for bobwhite quail (Colinus virginianus). 7.1.3 Exotic/Invasive Plants The County targets Category I and II non-native plant species as identified on the Exotic Pest Plant Council's biennially updated list of Florida's Most Invasive Species (http://www.fleppc.org/). Invasive exotic plant control measures at Pepper Ranch Preserve will include a combination of herbicide application, prescribed fire, and physical removal. Selection of control measures will be dependent upon species type, environmental factors, and natural communities impacted. Private contractors will conduct exotic plant control activities in cooperation with the County. After five years of intense maintenance, treatments at Pepper Ranch Preserve will be scheduled so that the entire preserve is covered annually. Areas of treatment will be scheduled based on groundwater conditions, time since last treatment, severity of infestation, public use, and consistency with other management operations. All treatments will follow herbicide Best Management Practices (BMPs) and use the best available science. 7.1.4 Prescribed Fire Planning A fire management plan will be developed for each management area within the preserve. Each plan will include a description of location and natural community types, fire history, fire management objectives and constraints, and a burn prescription. The County will base all fire management plans on ecological research and professional experience. Fire frequency schedules for each natural community will consider recommendations provided in The Natural Communities of Florida (FNAI, 1990). To mimic historic fire conditions, the County will emphasize growing or lightning season 23 160 6 burns (April-August) where possible, though weather conditions and smoke sensitive areas may make the timing difficult. Natural firebreaks will be utilized where possible to promote historic fire patterns, avoid soil disturbance, and reduce hydrologic flow disruption created by fire lines. Listed species life requirements and welfare will be elements of prescribed fire planning. Application of fire, with appropriately timed herbicide treatments, will be used as a tool for control of invasive plants. Burns will be executed using proven safety measures as defined by the Prescribed Burning Act of 1990, 590.026 Florida Statute. This legislation and associated administrative rules outlines accepted forestry burn practices and is administered through Florida Forest Service (FFS). The County will utilize its own employees and will utilize other cooperating agency staff— District, FFS, Lee County, the CREW Land and Water Trust, and FWC to conduct burns at the preserve. All County staff will complete the state certified burn course to ensure fire safety and burning efficiency. Prescribed fire and mowing will be used to maintain the property in the appropriate successional state for wildlife. Prescribed fire will be applied within the preserve at appropriate fire intervals for each natural community and will generally follow these guidelines: • wet prairies — annual (1-2 year cycle) or frequent (3-7 year cycle); • dry prairie—frequent(1-4 year cycle); • pine flatwoods —frequent (2-4 year cycle); • freshwater marshes — more frequent around the periphery (3-7 year cycle) and becoming more occasional toward the center(8-25 year cycle); • cypress/pine/cabbage palm — transitional community from moist upland to hydric sites — occasional (8-25 year cycle); • cypress — occasional around the periphery (8-25 year cycle) and rare in the deepest peat towards the center of the strand/dome (26-100 year cycle); • slough —occasional (8-25 year cycle) or rare (26-100 year cycle); • oak/slash pine/ cabbage palm — occasional or rare; if oak and palm dominated on drier sites tolerate occasional light ground fires, but more diverse hammocks rarely burn; • upland mixed forest — rare or no fire; densely closed canopy limits air movement and light penetration, making high humidity relatively constant. 7.2 HYDROLOGY No changes to drainage patterns are currently proposed to further restore the natural communities. However, the County may seek to restore the hydrology at a later date. 24 160 6 The prairie areas within the site will remain in pasture grasses under this plan. Any restoration to the prairie that might include changes in hydrology will be considered at a future date and any additional PHUs proposed at that time. Any future changes to hydrology shall be approved by both the Service and the Conservation Easement holder and shall maintain or enhance the Conservation Values of the property. 7.3 ENHANCEMENT All management activities occurring within the Bank will be conducted in accordance with the Pepper Ranch Preserve Final Management Plan (Appendix 4). No vegetation planting is planned under this Habitat Management Plan. Should unforeseen or changed circumstances occur such as devastating wildfire or flood, vegetation enhancement will be employed to restore the Bank to the appropriate successional stage for wildlife, as will be established through vegetation monitoring and habitat type. 7.4 SUCCESS CRITERIA Success will be measured through monitoring — see "Monitoring" section below. If monitoring of the native habitats reveals a vegetation composition inconsistent with the FNAI description, activities including prescribed burns, woody vegetation removal, exotic plant removal, or planting (if necessary after possible wildfire) will be initiated. If monitoring of the prairie areas reveals a vegetation composition inconsistent with recommended composition in the attached Prescribed Grazing Plan (Appendix 1), subsequent cattle rotation, mowing, and burning may be performed. 7.5 MAINTENANCE There will be no on-site equipment stored within the boundaries of the Bank. All maintenance and management activities, such as road maintenance, trail mowing, repair and replacement of trail kiosks, repair and replacement of fences, and new fence construction shall be considered reserved rights within the Conservation Easement as long as they do not significantly diminish the Conservation Values of the property. Management and maintenance shall be performed in accordance with the Pepper Ranch Preserve Final Management Plan (Appendix 4). 7.6 MONITORING Baseline monitoring will be completed by a consultant within 60 days of approval of the Bank by the Service and a baseline monitoring report will be forwarded to Service staff in Vero Beach within 45 days of the monitoring event. Time-zero monitoring will be completed within 60 days of the completion of initial prescribed fires. As with the baseline monitoring report, the time-zero monitoring report will be forwarded to Service staff in Vero Beach within 45 days of the monitoring event. Annual monitoring will begin 12 months following the time-zero monitoring event and continue for a total of five years. Annual monitoring reports will be forwarded to Service staff in Vero Beach prior 25 0 1606 to January 31 each year. If, at the end of five years of monitoring, the Bank has reached success criteria, monitoring will be conducted once every five years to ensure that success criteria are met in perpetuity. If success criteria are not met, annual monitoring will continue until they are achieved. A summary of the reporting schedule can be found in Table 7. Table 7. Monitoring Reporting Schedule Summary Report Monitoring Implemented Delivery Baseline Monitoring Within 60 Days of Approval 45 days Time-Zero Monitoring Within 60 Days of Initial Prescribed Fire 45 days Annual Monitoring Year 1 12 Months After Time-Zero Monitoring 45 days Annual Monitoring Year 2 1 Year from Previous Report 31-Jan Annual Monitoring Year 3 1 Year from Previous Report 31-Jan Annual Monitoring Year 4 1 Year from Previous Report 31-Jan Annual Monitoring Year 5 1 Year from Previous Report 31-Jan Five-Year Monitoring (Year 10) 5 Years from Previous Report 31-Jan Every 5 years thereafter 5 Years from Previous Report 31-Jan In addition to the information outlined below, the monitoring report will include a general overview of the land management activities (i.e. prescribed burns, exotic vegetation maintenance, pasture restoration activities, etc.) conducted since the previous monitoring report and planned maintenance and management activities during the next period. 7.6.1 Vegetation Monitoring Permanent monitoring transects will be established during the baseline monitoring event and located throughout the site to include a thorough representation of the various habitats onsite. Three vegetative strata will be sampled along each transect and will be representative of habitat types throughout the site. These strata are: overstory [plants greater than four inches diameter breast height (DBH)], understory (plants greater than four inches DBH and greater than three feet in height), and ground cover (all non-woody plants and woody plants less than three feet in height). The overstory and understory vegetation will be sampled in 10 m2 plots and the ground cover vegetation will be sampled in 1m2 plots along each monitoring transect. Panoramic photographs will be taken at the beginning of each transect to provide physical documentation of the condition and appearance of the property as well as any changes taking place. The panoramic photographs will be included in each monitoring report. For the overstory and understory strata, the relative canopy closure for each species will be recorded. Average shrub height will be recorded for all species identified in the understory stratum. Percent coverage and average height for all saw palmetto will be recorded for 26 1611 6 plots located within habitats with saw palmetto. The percent cover of groundcover species and bare ground will be estimated for the herbaceous study plots along each transect. Exotic and nuisance vegetation coverage within the plots will be recorded. Survival rate evaluations will occur throughout the site to include a thorough representation of the various habitats onsite. There will be a maximum of 17 transects with a total of 51 sample plots (Figure 10). In addition to the permanent monitoring transects, existing disturbed areas, such as fence lines, fire breaks, and primitive roads / trails, will be surveyed annually, using the FWC protocol, by vehicle and meandering pedestrian transects to assess the site for the presence and percent coverage of exotic vegetation species. Following the annual exotic vegetation surveys, an exotic vegetation map will be prepared illustrating the locations of exotic and nuisance vegetation in need of corrective action. The map will be provided to the County contractor annually to ensure timely and effective treatment. 7.6.2 Wildlife Utilization Monitoring Spotlight transect surveys will be utilized to census white-tailed deer due to the large acreage of open habitat within the Preserve, density of forested habitat, and the available roads and trails. For each transect the spotlighting visibility will be estimated once per season, before conducting the spotlight census. The spotlighting visibility will be calculated as the acreage of habitat perpendicular to each transect which can be surveyed for white-tailed deer. Visibility will be dependent on the density and height of vegetation and the terrain. Two hundred yards will be the maximum distance from which visibility will be quantified and white-tailed deer will be censused. Visibility stations will be placed every 0.10 miles along and at the beginning and end of each transect. At each visibility station a one-million candle power spotlight will be used to illuminate the habitat perpendicular to both sides of each transect. A Bushnell Laser Range Finder Sport 450 will be used to determine the distance, in yards, to the nearest obstruction which would deter viewing a deer on either side of each transect. The laser range finder will have an accuracy of +/- one yard. The spotlighting visibility per transect and cumulative spotlighting visibility will be calculated as the acreage of visibility. Spotlight transect surveys will begin one-half hour after sunset. The deer spotlight census will follow the methodology described by Mitchell (1986). Six transects will be surveyed in order during each census and each transect will be surveyed without interruption until completed. All census data for each transect will be recorded on a separate data sheet. The data recorded will include: transect number, official sunset, date, time survey began, time survey ended, temperature, wind direction, average wind speed, percent cloud cover, name of personnel, number of bucks, number of does, number of fawns, and number of unknown deer. 27 0 1606 A minimum of four personnel will be utilized for each of the spotlighting censuses: one driver, one data recorder, and two spotlight observers. A four-wheel drive pickup truck will be utilized for each census and the spotlight observers will be stationed in the bed of the pickup. For each transect the vehicle will be driven at 5-10 mph and each spotlight observer will scan the habitat on their side of the vehicle with a one-million candle power spotlight. If a deer is observed the vehicle will briefly stop and the spotlight observer will use binoculars to identify the age and sex of each deer observed. For each group of deer, the spotlight observers will classify each deer as either buck, doe, fawn, or unidentified. A group will consist of one single deer by itself or more than one deer grouped together; and the grouping of deer will be subjective - meaning the spotlight observer will determine how deer in an area are grouped. Sex and age will be recorded for each deer only if all the deer in that group can be sexed and aged. If one deer in the group cannot be identified, then all the deer in the group will be classified as unidentified to reduce bias when estimating the total number of bucks, does, and fawns on the Preserve. The annual wildlife monitoring reports will include the following information: • Results of the annual spotlight survey. • A brief description of work performed since the previous report (if applicable) along with a discussion of any modifications to the survey methodology. • A list of all wildlife species observed during the survey. • Direct evidence (i.e., tracks, scat, visual sightings, and rub trees) of panther prey species observed during each sampling period. • Hunt harvest data (if applicable). Regular and periodic observations of wildlife will be made during all monitoring events and other site visits by qualified ecologists. This will consist of recording evidence and signs of wildlife (i.e., direct sightings, vocalizations, burrows, nests, tracks, droppings, etc.). The number of white tailed deer, feral hog, and panther observations at the site will be recorded during each monitoring event and included in the annual reports. 8.0 CONTROL OF PUBLIC ACCESS AND ACTIVITIES There are many opportunities for public use at the Pepper Ranch Preserve due to the size of the preserve, its proximity to the community of Immokalee, and the diversity of natural communities present. Currently, the preserve is open to the public October through June on Fridays, Saturdays, and Sundays. It is closed during the months of July, August, and September, except for one hog hunt weekend in late September. The preserve is also closed during the weeks of Thanksgiving and Christmas. On average, 28 ,CAS 4 . 16 0 6 it is open to the public 114 days during each 365 day calendar year. The majority of public use is centered around the Visitor Center and campground. Because of this, Collier County is not pursuing panther habitat credits for this approximately 10 acre area. Mountain biking is a popular activity at the preserve. Although within the preserve boundary, mountain biking trails are not within the Bank boundary. They are adjacent to the Bank boundary. At public access points, the boundary fence is marked with signage designating the area as conservation land. Figure 12 provides a map of the above-mentioned sites. The Conservation Collier Ordinance 2002-63 constrains the use of this property to "primary objectives of managing and preserving natural resource values and providing appropriate natural resource-based recreational & educational opportunities." Natural resource-based recreation shall mean all forms of uses, which are consistent with the goals of this program and are compatible with the specific parcel (Ord. No. 02-63, as amended§ 5, 12-3-02). Additionally, no dumping, use of unauthorized vehicles, or removal or destruction of natural or historical/archaeological resources will be permitted within the preserve. The goal is to allow limited, non-destructive public access to native plant communities and animal species. Currently, the preserve rules are those identified in Collier County Ordinance 76-48 (available from www.municode.com), as amended. The existing uses described below (Sections 8.1 - 8.4) are consistent uses for this particular site. All uses, and the maintenance of those uses, shall be limited so as to not significantly diminish the Conservation Values. Customary maintenance activities, such as trail mowing and vegetation trimming, shall be considered a reserved right of the manager. Inconsistent uses include off road vehicle use (ORV). 8.1 HUNTING The preserve has been open for hunting since April 2010. Small game, hogs, deer, and turkey (Meleagris gallopavo) are hunted on a limited basis. One hunt weekend is scheduled for each month, except May, during the season - September through June. Three of the nine scheduled hunts are FWC-sponsored youth hunts, which allow new hunters from the ages of 12-17 to experience hunting and the outdoors in a managed, safe environment. The preserve is closed on Saturday and Sunday to all other public uses during each hunt weekend. Turkey and deer hunts and quotas are determined by annual game surveys. A maximum of 10 hunters can utilize the ranch in one weekend. For safety, hunters must stay in designated zones. Only archery hog hunting is allowed in the area near the Visitors Center. Deer hunt zones are dependent upon established quota limits. Hunters are currently allowed to drive vehicles along the multi-use trails within their hunt zones during scouting days and hunt weekends. All-Terrain-Vehicles are prohibited. When trails are wet, they are closed to hunting vehicles. 29 0 1606 8.2 SOUTH PUBLIC ACCESS AREA The South Public Access Area is situated on the south side of Pepper Road with a parking area, campground, restroom, hiking trail and Visitor Center. Detailed below and depicted in Figure 12 are the public uses. • Visitors Center — The Visitors Center is the central check-in-point for all preserve visitation. The center can also be rented for special events. • Lodge hiking trail — The lodge hiking trail is accessible from the south public entrance, and is for pedestrian foot traffic only. It is made up of three loops that total approximately 0.9 miles. The trail is approximately five to six feet wide and is also used by staff for maintenance and internal firebreaks. Benches and interpretive signage may be placed at strategic locations along the trail. • Proposed lake overlook platform — A covered lake overlook platform was constructed at the terminus of the boardwalk and allows visitors to view Lake Trafford from a raised elevation. It was constructed on the existing raised shoreline and not directly over Lake Trafford. • Camping area — The camping area is in the pasture area located between the entrance to the south public access area and the lodge. There are a total of 10 campsites that will accommodate 4 people per site. This campground is accessible to tent campers with vehicles, but not RV's, via a 10-foot wide gravel loop road. There is no water or electricity located at the individual campsites. Camping is limited to hunters during hunt weekends. • Restroom/Shower facility— a 20 X 24 ft. restroom and shower facility was constructed on the west side of the pasture. • Parking area — an eleven-space lime-rock parking area (3,450 square-feet) and two Americans with Disabilities Act (ADA) concrete spaces (456 square- feet) was constructed near the bathroom facility. A five foot-wide concrete sidewalk exists from the ADA parking spaces to the Visitors Center (approx. 120 feet). • Guest House — The small Guest House just south of the Visitors Center is uninhabitable and will be demolished, with all debris removed from site. • Caretaker's RV pad— A concrete RV pad with water hook-up and septic will be installed within the campground, southwest of the entrance gate. Seasonal volunteers will provide their own RV that will be housed on the pad. 30 CA 1606 8.3 NORTH PUBLIC ACCESS AREA The North Public Access Area is accessible from the north gate off of Pepper Road and provides public access to the northern and eastern portions of the preserve. Public access amenities include the limerock ranch road, hiking trails, multi-use trails, mountain biking trails, and a proposed primitive camping area. This northern area is only accessible after obtaining a daily use permit from the Visitor Center. All trails that double as firebreaks are maintained on a regular basis, new trail creation and maintenance is based on utilization and available resources. Detailed below and depicted in Figure 12 are the public uses. • Scenic Drive — During open hours, the public is allowed to drive through the Preserve along the 30 foot wide main lime-rock access road after obtaining a daily use permit from the Visitors Center. Visitors are also required to check out at the Visitors Center before they depart. The public is asked to stay on the main roads during their tour and to drive at a slow speed for safety. This allows the public to view the majority of the preserve by vehicle. • Hiking trails — Approximately four miles of hiking trails, for pedestrian foot traffic only, exist; the trails are approximately five to six feet wide and are also used by staff for maintenance and internal firebreaks. Benches and interpretive signage may be placed at strategic locations along the trails. • Multi-use Trails (Hiking & Horseback riding) — Existing maintenance trails and firebreaks are being used as public multi-use trails - trails that are accessible to both horseback riders and hikers. The approximately eight to ten foot wide multi-use trails total 5.38 miles. This total includes the 0.49 mile portion of the 15 foot wide southern lime-rock easement road. The public is required to park cars and horse trailers at the Visitors Center and enter through the north entrance gate or at designated parking areas at the trailheads. Equestrian use at Pepper Ranch Preserve may also require additional amenities such as watering and feeding areas. A small hand pump well may be installed in areas near riding trailheads. Riders are required to show documentation of a negative Coggin's test when they check in at the Visitors Center. Benches and interpretive signage will be placed at strategic locations along the trails. • Mountain biking trails — The total length of the trails is approximately 4.3 miles. The trails are being created in phases dependant on demand for use. Trails are created according to the International Mountain Biking Standards (IMBA) and the majority of the trails are narrow (two to three foot wide) single-track trails that are created and maintained by the use of hand tools such as a weed cutter and loppers etc. A local non-profit off-road cycling 31 160 6 group called the Florida Mudcutters has volunteered to assist in creating and maintaining this trail system. During the rainy season, portions of the trails may be closed due to wet conditions. Bikers may park at the main Visitors Center and ride to the trails or may also park in designated parking areas near the trailheads. The majority of the biking trails are maintained by the user group; however, County staff will determine at what level to assist based on available resources and will plan to be present on work days to supervise new trail creation. • Primitive group camping area — Primitive camping will be accessible from the north public entrance. This campsite will have no facilities. This area will be utilized by groups such as the boy scouts. No panther habitat credit will be sought for this area. 8.4 VISITATION SUMMARY A total of 661 people visited Pepper Ranch Preserve during the 2013-2014 season. Table 8 shows a monthly summary of visitation. The largest number of visitors on a single day (30) occurred on March 22, 2014. Additionally, the largest number of horseback riders visiting the ranch on one day (11) occurred on December 14, 2013. A more detailed breakdown of visitation by type is available upon request. Table 8. Pepper Ranch Preserve 2013-2014 Public Visitation Summary ,40 j = :',i ,'",":;:—..4_44 4 r ° ..fFi 'V kday.4 h 0 ... _ October Fridayst 6 March Friday 52 October Saturdays 2 March Saturday _ _ 74 October Sundays 0 March Sunday 55 October Total 8 March Total 181 November Fridays 3 April Friday ,4 26 November Saturdays 27 April Saturday_ 50 November Sundays 15 April Sunday 33 November Total 45 April Total 109 December Fridays--..,... 6 May ..- Friday 20 December ,Saturdays . __. 29 May Saturday_ __ 46 December Sundays 17 May Sunday 24 December Total 52 May Total 90 January.__...__ 1Frida res 9 June __. (Friday 1 5 January tSaturdays 15 June Saturday 19 January ..Sundays 7 June ;Sunday 26 January Total 31 June Total I '; 50 February 'Fridays 25 February Saturdays 36 2013-2014 Total 661 February Sundays 34 February Total 95 32 e 1 6 0 6 9.0 OUTSIDE ENTITY USES Currently, there is a cattle lease with Lake Trafford Ranch, LLLP and a mineral rights lease with Hendry Energy Services LLC on the Pepper Ranch Preserve. Cattle grazing and associated activities are considered consistent with the goals of this Management Plan when they support, and do not diminish the Conservation Vales. All cattle grazing and associated activities shall follow best management practices and be performed in accordance with the Prescribed Grazing Plan (Appendix 1). The current cattle lease encompasses the entire Bank and is for a five-year period with an option to renew for two additional terms of one year. Terms and provisions as set forth in the Cattle Lease are attached as Appendix 3. If the current cattle lease is not renewed, the County will publicize a request for proposal (RFP) to the public to ensure that the current lease is replaced. The oil drilling lease covers the two quarter sections in which the oil wells exist (southwest quarter of Section 28 and northwest quarter of Section 33, both in Township 46 South, Range 28 East). The rights reserve all minerals below 150 ft. Lake Trafford LLLP owns the mineral rights within the two quarter sections encompassed by the lease; however, Collier County owns the mineral rights within the remainder of the preserve, including all areas under the proposed Conservation Bank. Thus, the mineral lease is outside the boundary of the Bank; however, the lessee has the right of ingress and egress across the Bank, as described below. There are also a number of easements existing on the Pepper Ranch Preserve, as identified below(Figure 13). • Access Easement agreement entered into on February 6, 2009, with Lake Trafford Ranch LLP for a 30 foot wide strip of land running along the main interior ranch road, following an overall east to west directional track, and leading from the main ranch gate to the oil wells situated along the western side of the ranch. Recorded in O.R. Book 4425 and Page 3302, Public Records of Collier County. The grantee is responsible for maintenance of this easement. • Access Easement agreement entered into on February 2, 2009 by Lake Trafford Ranch LLP in favor of Baron Collier Investments (BCI), Ltd., a Florida Limited partnership, over a 15 foot wide strip of land running over the same main interior access road as the above easement but before arriving at the oil wells, turning south to facilitate access to a parcel adjoining the southern boundary of the Pepper Ranch Preserve. Access is granted solely for purposes of ingress and egress to serve specific activities on the BCI lands, which are cattle grazing, ranching, hunting and forestry. Recorded in O.R. Book 4425, Page 3263, Public Records of Collier County. The grantee is responsible for maintenance of this easement. 33 1606 • Drainage Easement for 40 feet along the southeast corner of the property in Section 35, recorded in O.R. Book 49, Page 147, Public Records of Collier County. • Access Easement in favor of Trafford Oaks for 60 feet as for portion of Trafford Lakes Road that traverses Pepper Ranch property, as recorded in O.R. Book 907, Page 1383, Public Records of Collier County. Conservation Collier staff will maintain an open line of communication with the oil well operators to develop operational protocol where needed and to ensure this operation continues in a safe and clean manner at the preserve. This level of coordination will also be extended to the cattle lease holder on land management activities at the preserve. No other easements, concessions, or leases exist on Pepper Ranch Preserve. 34 S 1 6 0 6 Literature Cited Beier P., M. R. Vaughan, M. J. Conroy, and H. Quigley. 2003. An analysis of scientific literature related to the Florida panther. Final report, Project NG01-105, Florida Fish and Wildlife Conservation Commission, Tallahassee, FL. Beier P., M. R. Vaughan, M. J. Conroy, and H. Quigley. 2006. Evaluating scientific inferences about the Florida panther. Journal of Wildlife Management 70(1):236- 245. Belden, R. C., W. B. Frankenberger, R. T. McBride, and S. T. Schwikert. 1988. Panther habitat use in southern Florida. Journal of Wildlife Management 52:660-663. Collier County. 2007. Collier County Growth Management Plan Future Land Use Element Adopted October, 1997. Collier County Planning Services Department Comprehensive Planning Section, Naples, FL. Comiskey, E. J., L. J. Gross, D. M. Fleming, M. A. Huston, O. L. Bass, Jr., H. Luh, and Y. Wu. 1994. A spatially-explicit individual-based simulation model for Florida panther and white-tailed deer in the Everglades and Big Cypress landscapes. Pages 494-503 in D. Jordan (ed). Proceedings of the Florida Panther Conference. U.S. Fish and Wildlife Service, Gainesville, FL. Comiskey, E. J., O. L. Bass, Jr., L. J. Gross, R. T. McBride, and R. Salinas. 2002. Panthers and forests in south Florida: an ecological perspective. Conservation Ecology 6:18. Comiskey, E.J., Eller, J.A.C., and D.W. Perkins. 2004. Evaluating Impacts to Florida Panther Habitat: How Porous is the Umbrella? Southeastern Naturalist. 3:51-74. Cox, J., D. Maehr, and J. Larkin. 2006. Florida panther habitat use: A new approach to an old problem. The Journal of Wildlife Management. 70(6):1778-1786. Davis, J. H. 1967. General map of the natural vegetation of Florida. Circular S-178, Institute of Food Agricultural Sciences, Agricultural Experimental Station, University of Florida, Gainesville, FL. 35 1606 Dees, C. S., J. D. Clark, and F. T. Van Manen. 2001. Florida panther habitat use in response to prescribed fire. Journal of Wildlife Management 65:141-147. Florida Natural Areas Inventory and Florida Department of Natural Resources. 1990. Guide to the Natural Communities of Florida. Florida Natural Areas Inventory, Tallahassee, FL., Tallahassee, FL. Harlow, R. F., and F. K. Jones. 1965. The white-tailed deer in Florida. Florida Game and Fresh Water Fish Commission Technical Bulletin 9, Tallahassee, FL. Janis, M. W., and J. D. Clark. 1999. The effects of recreational deer and hog hunting on the behavior of Florida panthers. Final report to Big Cypress National Preserve, National Park Service, Ochopee, FL. Kautz, R., R. Kawula, T. Hoctor, J. Comiskey, D. Jansen, D. Jennings, J. Kasbohm, F. Mazzotti, R. McBride, L. Richardson, and K. Root. 2006. How much is enough? Landscape-scale conservation for the Florida panther. Biological Conservation. 130:118-133. Land, D., R. Kawula, J. Benson, M. Lotz, and D. Onorato. 2008. Florida panther habitat selection analysis of concurrent GPS and VHF Telemetry Data. The Journal of Wildlife Management. 72(3):633-639. MacDonald-Beyers, Kristi and Ronald Labisky. 2005. Influence of flood waters on survival, reproduction, and habitat use of white tailed deer in the Florida Everglades. Wetlands. September 2005, Volume 25, Issue 3: 659-666. Maehr, D. S. 1990. Florida panther movements, social organization, and habitat utilization. Final Performance Report 7502. Florida Game and Fresh Water Fish Commission, Tallahassee, FL. Maehr, D. S. 1992. Florida panther. Pages 176-189 in S.R. Humphrey (ed). Rare and endangered biota of Florida. Volume I: mammals. University Press of Florida, Gainesville, FL. Maehr, D. S., E. D. Land, and J. C. Roof. 1991. Social ecology of Florida panthers. National Geographic Research & Exploration 7:414-431. 36 Ct' . 1606 Miller, K. E. 1993. Habitat use by white-tailed deer in the Everglades: tree islands in a seasonally flooded landscape. M.S. Thesis. University of Florida, Gainesville, FL. Mitchell, W. A. 1986. Deer Spotlight Census: Section 6.4.3, US Army Corps of Engineers Wildlife Resources Management Manual, Technical Report EL-86-53. US Army Engineer Waterways Experiment Station, Vicksburg, MS. South Florida Water Management District [SFWMD]. 2006. CREW Management Area Five-Year General Management Plan (2006 — 2011). Land Stewardship Division. South Florida Water Management District. West Palm Beach, FL U.S. Fish and Wildlife Service [USFWS]. 2006. Technical/Agency Draft, Florida Panther Recovery Plan (Puma concolor coryi), Third Revision. U.S. Fish and Wildlife Service. Atlanta, GA. U.S. Fish and Wildlife Service [USFWS]. 2007. Letter to the Army Corps of Engineers on the revised Panther Key. February 2, 2007. South Florida Ecological Services Office, Vero Beach, FL. http://www.fws.gov/verobeach/images/pdflibrary /20070219_Letter SFESO%20to%2000E_Panther_Key.pdf 37 0 160 6 FIGURES 160 6 zQ g U 6.5 >.p N N LL N Urn p% Cto m v)SNw a)y_ N LL OI 5.--d (0u)W 0 pO p R E N UZCD U U 7 N -4 o 07 W 4�- Gql 'C C '� r _ cao t. 3 9 Q .. _ = !!!`�� ox,,,,su 0E14 A -y r 1 N co j • 0 • a Q $ tic } CI) O.or 74. = ae aC.1 m g 'i 0 m W ai Q if „,..1.. ''' ��, L C 6 v $ A. '° 0) RLL. K F r,4- . * -c dZ. i C c 0 . ,,,ii..., d d _, (Q L __ m U s- a o =u N } t ,— d r a el- CD o- L at o. LE r. Z = r,, Q to Us V c Q 'b le O m 13 v,,r N w jt o s 1 ° o c z;- 0. Q s 8 a c N O Q x' sn O N o r N CC �U G E _ -;„_ ca m ` 13 _ TW l7 $ Ea C Q. G OU C d V 0 0 L ' -^_E g a) a ._ .4°.2.7...°- 1 S }D o a co d o V1 Z m e ! J a LL 33 5 i,ia3n ;Hill . . 1 6 0 6 ,, „ . Legend 1 y i Pepper Ranch Preserve Property Boundary Conservation Lands • s CORKSCREW REGIONAL ECOSYSTEM WATERSHED . i 1 c CARACARA PEPPER LAKE TRAFFORD, PRAIRIE RANCH IMPOUNDMENT PRESERVE PRESERVE t" CORKSCREW REGIONAL - - ° ECOSYSTEM WATERSHED 2. CORKSCREW L. SWAMP E SANCTUARY g CORKSCREW REGIONAL ECOSYSTEM WATERSHED t.E 5 i 2 c '3 F, motif o H4 SCHEDAData Source: --� Figure 2 -Adjacent Conservation Lands Map -Collier Conservation Program ECOLOGICAL Imagery Source: --"" -ASSOCIATES -2010 Microsoft N r.,,�, Pepper Ranch Panther Conservation Bank Prospectus www.scheda.com Collier County,Florida /t w�dere wnroin ms m°v are°°vvrwa°°�, /`,\\V M1°ur war nry.Tn'rs Dr°ducl M1as °t been vrevarea ror legal. engineering, °r arvay Coordinate System: g„rvoeea. or m'°mm,mauvn sn°maINEMOMMINMEN Miles NAD 1983 Florida 0 1.5 3 4.5 State Plane West aaeeaan me�°aoii�ry m M1e mro�aeo��r` 0 1606 sir l MuWIWI 11 0I II I • ,fm_iir%....7 • 1104. s f y e Legend a G Q Pepper Ranch Preserve Property Boundary Collier County Major Roads 4 P 7 2 a • Lake Trafford Road Lake Trafford s SCHEDA Figure 3 - Project LocationMapData source: --"" Collier Conservation Program == ECOLOGICAL Imagery Source ASSOCIATES 2010 Microsoft Pepper Ranch Panther Conservation Bank Prospectus N www scheda corn Collier County,Florida Vr arra an6 are srppllaskr Brasnyna pddrtt raa roa Deer prepared Dr !galerglreerlrg, or wary Coordinate System: pirates. users or Ir .0.9 r aortl Miles NAD 1983 Florida reula o vo sett Ie paean,data so mss n bl ass rabe rsacngrane nronn aoor. 0 1 2 3 State Plane East 1 6 0 6 . _ Legend QPepper Ranch Preserve Property Boundary ... at Panther Conservation Bank Limits Stewardship Sending Area (SSA#7) .—_:1,,...„0„..*L' ' ,.., . , * r ,, ar , r * of i e 4t Y ' t*et f t m r '' - L,'' 1 t m k xi m" ilk E ifg. ,....,g _, k E E g I • t - - LAKE TRAFFORD 4 2 i, 1 8 2. Data Source SCHEDA Figure 4 - Conservation Bank BoundaryMapData ranon Program ECOLOGICAL g Imagery Source: ASSOCIATES -2010 Microsoft Pepper Ranch Panther Conservation Bank Prospectus N "*",.\ www.scheda.com Collier County.Florida wY mea wnain Mis mep are suppled as'a, thour wa ty.TM1e prams has t bean prepares ro. iaaat anei.aama. or unay Coordinate System: w,rpo=a:. uaara or mia mormar n srouidiiiiill Feet a�wr ma primary mea aaareaa m NAD 1983 Florida ascertain th usability of the informa4on. 0 2,500 5,000 7,500 State Plane East II . e 1606 _Tu C (Q m o O a) r_ N ca N L AlI— U C a) C o L U ca -1--1 J Cl) \ a o _ a) C ' ,..„,'''...k r - t.> I 0I CI 0 i a) _ i 1 a �-1 N co 4-1 . w1 U > a z+cr C i 'r L.c) Q a) p a) - 1- C Li 66 O 0) (a E LL c.) crs a) c C G = I L U C co ceO a a m = a' o N O U • N r a in — = o a ,n m Q U Q O O a N C,I al C N Ip N N N C._ O O _ U U m�Uj+� N a. ij 2 ai a :L Q m N • O O NC 1 la a 16 U N co O N i 0 a.U CD 0 CD I , ,, . 1 6 D 6 Soils QPepper Ranch Preserve Proposed Conservation Bank Ld Soils _,` _ __ 6, Riviera, Copeland Fine Sand 14, Pineda Fine Sand 16, Oldsmar Fine Sand 18, Riviera Fine Sand k.-- 20, Ft. Drum and Malabar 22, Chobee, Winder and Gator Soils 37, Tuscawilla Fine Sands 43, Winder, Riviera, Chobee Soils, depressional ti I 4 V:,.4,,,,A10,,,.. p...,,,it , i, rr Os R „a r is ' ifi r i ,,,,,_„./ ./ S - < = e r Lake Trafford 7 k aa+ .k.: 1.. s z 0 0.5 1 Miles — I i I Figure 6 - Soils Map N Data Source:Parcels and 2007 Aerials -Collier County WE Property Appraiser \I Created By:MH\Conservation Collier Ci0 Coisnty S G:\Conservation Collier\maps\Acquired_Properties\Pepper_Ranch_huntmap.mxd and .jpg Date:3.16.10 160 b Figure 7 - Pepper Ranch Preserve Land Use /Land Cover Map Q Pepper Ranch Preserve 4349E1,Oak,slash pine,cabbage palm,disturbed,exotics 5-24% Cor County 4349E2,Oak,slash pine,cabbage palm,disturbed,exotics 25-49% �►1 Proposed Conservation Bank 437,Australian pine 512,Ditches FLUCFCS 512E4,Ditches,exotics 75-100% N 6151,Red maple swamp 6152,Pop ash swamp W+E 180,Recreational 6162,Pond apple depression 211,Improved pasture 6169E1,Pond apple,laurel oak,cabbage palm,disturbed,exotics 5-24% S 3109,Dry prairie,disturbed 6189,Willow/shrub wetland,disturbed 310E1,Dry prairie,disturbed,exotics 5-24% 6192,Brazilian pepper,hydric 14 310E2,Driy prairie,disturbed,exotics 25-49% 621,Cypress 3209,Upland shrub,disturbed 630,Wetland forested mix 641E2,Freshwater marsh,exotics 25-49% 411,Pine flatwoods 630E1,Wetland forested mix,exotics,5-24% 641E3,Freshwater marsh,exotics 50-74% 4119,Pine flatwoods,disturbed 631,Shrub wetland 643,Wet prairie 4119E1,Pine flatwoods,disturbed,exotics 5-24% 6319E1,Shrub wetland,disturbed,exotics 5-24% 6439E2,Wet prairie,disturbed,exotics 25-49% 4119E2,Pine flatwoods,disturbed,exotics 25-49% 6319E2,Shrub wetland,disturbed,exotics 25-49% 700,Cattle dipping vat remediation area 4119E4,Pine flatwoods,disturbed,exotics 75-100% 631E1,Shrub wetland,exotics 5-24% 742,Borrow pond 422, Brazilian pepper 641, Freshwater marsh 743,Spoil 427E1,Oak,exotics 5-24% 6419,Freshwater marsh,disturbed 743E4,Spoil,exotics 75-100% 428E1,Cabbage palm,exotics 5-24% 6419E1,Freshwater marsh,disturbed,exotics 5-24% 8145,Shell road,graded and drained 428E3,Cabbage palm,exotics 50-74% 6419E2,Freshwater marsh,disturbed,exotics 25-49% 8146,Primitive trail 434,Oak,slash pine,cabbage palm 6419E3,Freshwater marsh,disturbed,exotics 50-74% 4349,Oak,slash pine,cabbage palm,disturbed 641E1,Freshwater marsh,exotics 5-24% 434"641 434 422 743E4-6319E2� 434641 434"7 4(434- 4 211 {641E2 6319E2 �� 211 743E4 6192, 641 6419E1 4349E2 A 4349E1 211 211 631 4349E1 428E3 6439E2 211,743 211 � 4349E1 411 3209 -51-2 -6419E1.6439E2 211 6419 700_6419E1 4349E1 C4349E2- �� 641961 43 434 211 211 6439E2 �--.t P 411 �� ve -51.2. 81454119E1 6411E1 6419E1 641E1 i 214---- 512-_- _ 6419 422 , 211 U y 641 2111 6419 `/- 641E 1411 742 743E4�� 6419E2-641E2 i vI , 6419E1�4349E1� i 211 6419 641 (/4119 6419E1 I )\43 ' 49E1 6419E2 411 51-2_ r4349E1-211 Cr' `4 4119E2 " 6419 / x 4349E1 �� 1 L� {l^1-�6419E1 11743E4�_ ,�� /� 6189 6151 8145 / ll 4119E2 6419 6152" /� 6419E1 641- 434 6419E1 a - , r 21151 6319E1 6419E2�3109641E3 1 411 ; 64i- 630E1d$0- 6 I_)9 ��, _` i ,434 180 41190E2 i 4119E2.211512 6151 \81"454349E1 4349E1 �� 512E4 641E1�i�19 r4349E1 7-1 6151e631 --�/ _ 4 434 434 3_ 630J 310E1 8145? 630 .. 1 6;4 - -- -._ 434 434 643 /S r--3 v 81'46 512 434 11 ( 4( 434,-- ioE1? 313E10E1 630 Data Source:Parcels and Roads -Collier County Property Appraiser Created By:MH\Conservation Collier p 0.5 1 Miles G:\IC+onnsservation Collier\maps\Acquired_Properties\Pepper_Ranch\OGM-cattlelease-cattlevat.mxd [d /27/14 I I 'M is pproximate and should not be used for decisions. 1 6 0 6 A k .<� arc, A �SWALLOW-TAILED=KITE 7 A AA h Legend E4 A A e € Q Pepper Ranch Preserve Property Boundary 0 FNAI Elemental Occurences FWC Wildlife Observations 2010 Active Eagle Nests 2012 EASTERN DIAMONDBACK RATTLESNAKE all ® FWC Scrub Jay Observations Wading Bird Rookeries The project is entirely within USFWS Consultation Areas for: /. Panther Telemetry 2012 Everglades snail kite, Florida scrub jay and crested caracara. It is also within the Wood Stork Core Foraging Area for colonies: [P' Bear Nuisance 2012 619018 Corkscrew-6.6 miles southwest of project 619141 -10.7 miles east of project ` 619310-5.9 miles southwest of project A . • _. Barron Collier-14 miles southeast of project A, Collier/Hendry Co.Line-13.6 miles east southeast of project A I y A A i' Ae A A a.ie e A 111114 °-a1 'tea A A Vir A A e14 © ©� poiA % t e- m 2FAT EGRET �_ ALLOW-TAILED KITE SNOWJY EGG I GREEN HERON • VVUui: ;a i U{!ie A ®BALD EAGLE' ® IPI r11 1. 4! iibilia A LAKE ©� TRAFFORD (�t 1 e ' e AA A. e I. e° A IS A F. A e e A e A AA e e A...-_- e A Data Source: 5CHEDA Figure 8 - Protected Species Map Data 4 ECOLOGICAL -FNAI ASSOCIATES Imagery Source: Pepper Ranch Panther Conservation Bank Prospectus -2010 Microsoft N www.scheda.com Collier County,Florida nr ame wnnm m:n,nv n,e enaal:a ee:, wrnom wn�nn-rn:oroa�or nns nor Genn preoeea m, legal. engineearg,or e,:Y Coordinate System: puryoses. Umrs or m:Inbtmation anoulaIIIIIIMIIIIN Feet peen m=van,nn anm�tiee m NAD 1983 Florida ae`enem`ma nencrn erne inrn�.nan. 0 3,000 6,000 9,000 State Plane East 1606 1 _ %I CHARLOTTE t GLADES // I ---------- ' .—.IFILIO._. __ Legend Pepper Ranch Preserve Property Boundary Pepper Ranch Preserve Conservation Bank Service Area I PALMBEACH' LEE HENDRY I , //7"- I �� I 0 aii u Y m ' ' E ' ti COLLIER BROWARD of jr r `` �4 DADE r, is ?`f4. MONROE Data Source: _itSCHEDA Figure 9 -Service Area Map -Collier Conservation Program ECOLOGICAL Imagery Source: ASSOCIATES -2010 Microsoft Pepper Ranch Panther Conservation Bank Prospectus N www.scheda.com Collier County,Florida A data wrthin mT,��P a,e swouaa. 0 wanoorea��ai�eye e �neey ParPoses��User,n f this information se tki Feet Coordinate 1983 Florida 1B ,„ ne sae_`,,,,,,e.. aoo."" NAD 1 lorda 0 50,000 100,000 150,000 State Plane East 1 6 0 6 . _-. . „________. . _ __. .: .... a....., ... , _ _... . . .r, , € r M O 0 - C ti o00 C.) I I rr e N ` CO Cr) o ' L1, 11111 CO H ` z�� 3 L Q W r N N 0 11111113 ti ("NJ LO LO CO O Q V' LC) CO CO CO N O ZI , _ Q Y NRS (a -- V O O r N I,- CO -t-+ N N N N i M M d ! h1 CO CO in Cj — O a) +, o co ca a a) N L C U O U) + U C a. O m UMr 41 a Q O — .a 0- 0 r Cu o +, n d d 0 2 N a) it wvi ^L th �. m H CCS �_ , i N d m v w r a ccu W ' '• N III W d 3 fU Q o 3 h yS•q h O CO d L o 2ciU(-) d m x meq, .;. q uT = a `-m �Nn ',33 E.,U d n Cin 1606 z. 13 a w E II E 2 11 Z • d d ! tI = n m U _m tiV m j m o l 0-1) o > a .4e v1 ? E I ��... 5 EE L rv c LI F N C F - F,, V` — N y NN ? aN Y U . i` y 0 ` 2 ' ` C wm a a aRI jN 44.11 11 a` o m o_2_ QQQ o 0 U CD L a) cn co L a c Ce m -...2., c_ a as a ^ o 0 w aS i CI I CO . L c N wt t e w i 2 ten ,.. irr"ir- ..t. .,..„,„ .., , , E 8s1 of----\ a = giro- 3 ad 8P,a 88 V . , 16136 , , , , _ 1 N N in co It '. l 1 C 13 O X O z Cr) i t • ♦�r, Ce N I / CD tL t — �� N U- i_. aci m o it in Ce u .72c11- � cNEE as 1 ♦/ W 0 0 0 0 L. 1 ♦I �' O 045 `® we N C ® [ 3 N a) t I cn N as N ; Wo [__ CH SHVO 000d2val I — — — I 1 V) III a) Om • ® ,. .. = I O L. a) 1 t l'< t,v;-",, 4t %ii,StS. 0 -F CD w LI U ' it f. .- - __ _-. __ ._. .__ _.. Ix IC ' cW Z a) L. as a) c 6 E o �c m m E o c m iC 3 a � m ns N Nco m O `m m E a .co 2 C a) co a) a) O U E a) L Z Z Q 8 92m-a w Y c O o m c O . O �, a) co a) Q E § N J 4) O C L > U 'a-5._ cn C C V) U i E (6 C C u!L ._ J C a3 p f'- (6 u_ a) 0 o s -5 -C co co N Q W O o -o J a) Q c C Q -o a) N - a) a) Co - U d C a) d Q. C o ' w C CC a N § Ua) a3 a) °� u � - O 03 Ua) Oa) cum `m a E o m He c E Oa 3 3 m < H c a) a`) E a`) m m o 0- Ti a o- 3 a) 2 w a=m a co r. - a) m a) .� E uu, E O.n aa) u)- a) a) NO (6 m OO W U N W m o- 7 Op H W no --J D.. d ` `6"rnc C (n d d (n J co m W f--(D ❑ U ❑ J N U U1110 / 1606 Appendix 1 1606 Prescribed Grazing Plan Prepared,for Conservation Collier Pepper Ranch Preserve May 2015 In Collier County, Florida George Poole Grazing Lands Specialist Robert Beck District Conservationist Collier Soil& Water Conservation District And United States Department of Agriculture Natural Resources Conservation Service CA0 160 6 Table of Contents: 1. Definition 2. Purpose 3. General Description 4. Objectives 5. Livestock Forage Inventory 6. Livestock Forage Balance 7. Livestock Forage Inventory Map 8. Annual Grazing Schedule 9. Plan Map 10. Recommended Grazing Heights 11. Recommendations For Grazing Buffer Areas 12. Operations and Maintenance 13. Contingency Management Plan t_., 160 6 1. Definition: Prescribed grazing is a controlled harvest of vegetation with grazing and browsing animals. Prescribed grazing will be used on lands where grazing animals are managed. Prescribed grazing will be used in conjunction with Prescribed Burning, Brush Management, and/or other practices needed to meet the resource concerns and the landowner's objectives. 2. Purpose: This practice will be applied as part of a conservation management system to accomplish the following objectives: • Maintain/enhance wildlife habitat on wetland and upland sites • Maintain a stable and desired plant community, improve or maintain the health and vigor of selected plants. • Maintain or improve animal health and productivity. • Maintain or improve water quality. Note: This plan will be reviewed yearly by the owner/operator. If the number of livestock(10%or more) or the forage condition changes the plan may need to be revised. 3. General Description: The project area is located Sections: 22,26,27,28,33,35,Township: 46S,R 28E,just west of the town of Immokalee in Collier County,Florida. The property is currently managed as a County Preserve. The following plant communities were found on the project area: Wetland Hardwood Hammock, South Florida Flatwoods,Freshwater Marsh and Bahia grass pastures. The project area encompasses approximately 2,512.4 acres. The area in its present condition is capable of producing enough forage to support 314 animal units (AUs). The area in its present condition can support an average of 293 cows,with an average weight of 1000 lbs., and 15 bulls, with an average weight of 1350 lbs with a suggested 20:1 Cow/Bull ratio. One animal unit(AU) is one mature cow of approximately 1,000 pounds and a calf up to weaning, usually six(6)months of age, or their equivalent. To estimate animal units for Heifers and Bulls use the following AU values. Table 1: Animal Unit Equivalent Guide Species Average Animal Unit ----Forage Consumed(pounds)---- Weight Equivalent (pounds) (AUE) day month year Cow,dry 950 0.92 24 727 8,730 Cow with calf 1,000 1.00 26 790 9,490 Bull,mature 1,500 1.35 35 1,067 12,811 Cattle, 1 year old 600 0.60 15.6 474 5,694 Cattle,2 year old 800 0.80 20.8 632 7,592 Deer,white-tailed,mature 150 0.15 3.9 118 1,423 0 1606 4. Objectives: Conservation Collier's (Pepper Ranch Preserve) objectives are to enhance and/or maintain the natural ecological communities on wetland and upland sites. The objectives of the prescribed grazing plan are to improve and/or maintain an optimum level of the native forages and assist in the reduction of biomass. The proposed grazing plan considers animal health(domestic and wild)by using a stocking rate that will provide the needed forage and browse for the animals while protecting the natural resources of the site. The recommended stocking rate is based on a forage inventory conducted on the ranch in May 2015. The proposed plan also considers minerals and other supplements needed by the animals. The type and suggested season for providing the needed supplements are shown on the grazing schedule. The profitability of the site as a Cow Calf operation was not taken into account in this plan and will be up to the cattle leasee and Conservation Collier to determine. 5. Livestock Forage Inventory: Livestock Forage Inventories are estimates of available forage in each pasture and ecological community. These estimates are then used to project stocking rates and feed requirements annually. The following livestock forage inventory was created prior to the development of this plan. The forage inventory did not identify indicators of poor grazing management, such as overgrazing or large denuded areas. The measurements and observations taken at the time of the inventory indicated that the property is and has been stocked below the carrying capacity for the season and climatic conditions. Pastures and natural plant communities were noted to be intact and in good condition. The livestock forage inventory was based on management and weather conditions that existed in 2015. Annual forage production will vary due to climatic conditions and management of the grazing system. The forage inventory should be evaluated on an annual or semi-annual basis to ensure proper stocking rate according to the goals listed for the site and to meet the forage requirements of the livestock. , . , , , ,, ,. loo 6 6. Livestock Forage Balance Livestock-Forage Balance 800 700 ' '. IT g 600 • Q £ 500 o 400 g E 300 �y ,,� ---.' '-, do 200 - \lik "..,\ 100 0 I I I I I I I I f Jan Feb Mar Apr May Jun Jui Aug Sep Oct Nov Dec Month of Year —}—Total Forage Produced by Month (AUM's) Figure 6 illustrates the relationship of forage growth and animal demand for the project area. The "Forage Produced" in Figure 6 represents the amount of forage grown in each month. It is important to note that forage growth is not sufficient to meet grazing demand from October through May. However, if the area is properly stocked and managed there will be enough standing forage to support the grazing animals without jeopardizing environmental quality or livestock production. n 1606 The Prescribed Grazing Plan contains 10 items which should be implemented annually in order to achieve the desired results. 1. Rotational Grazing should be applied to maintain and improve the health and vigor of the plant community. 2. Proper Grazing Use will be applied to all grazed areas to regulate the amount of herbage removed by grazing animals. During the growing season,the degree of use of native vegetation will be limited to 50% (by weight) of the current year's growth. 3. Stubble heights will be used to guide grazing management decisions. 4. Nesting Period—The rotational grazing system should be managed to provide an undisturbed nesting period for ground nesting species at least once every 4 years. Livestock should be removed from the grazing unit for a period 4 to 6 weeks in length during the period between February 1 and June 30. 5. Deferment periods should be provided following all mechanical and/or chemical brush management activities. This will allow desirable plants to recover from the stress or damage caused by the treatment. The length of the deferment periods will be at least 90 consecutive days during the period of June 1 through October 1. 6. Supplemental feed will be provided to livestock during periods when forage quality and quantity is low. 7. Weed prevention and control -All planting material and supplemental feed will be free of noxious or invasive weed seed. An aggressive pest management plan has already been implemented to combat encroachment of invasive-exotic species. 8. Feeding Area Management-All supplemental feed provided to domestic livestock will be fed on upland areas at least 100 feet away from wetlands, streams, ditches, and ponds. Supplement feeders will be well dispersed across the landscape. Supplemental feeding locations will be moved at least once every 30 days. 9. Portable feeders will be used to provide protein, mineral, and other supplements to livestock. These feeders will be moved as needed to improve livestock distribution and prevent undesirable effects on the landscape. 10. Plan Review—Annual reviews should be scheduled with the local Natural Resources Conservation Service(NRCS)office to ensure the plan meets the goals and objectives of the property and those of the livestock owner. 71, �O G 1 6 6 Plant Communities Descriptions Pasture-Main forage is Bahia grass. Pastures were noted to be in good condition. Some Bahia pastures contain Smut grass, and other weedy undesirable species. Plant composition shows an average of 75-85 %Bahia and 15-25 % Smut grass/undesirable. Suggested stocking rate is 4 AUM/Acre(3 Ac/AU). Freshwater Marsh -Flooded for most of the wet season and are considered very important habitat for many wildlife species. Most of the wetlands on the ranch are good condition. Plant composition includes, Maidencane, Broomsedge, Little blue maidencane, Torpedo grass, Carolina willow,Pickerel weed,Juncus, Sedges, and others. Suggested stocking rate is 12 Ac. /AU. Wetland Hardwood Hammock-This community mainly consists of Laurel Oak, Live Oak,Water Oaks Oak, Cabbage Palms, Red Maple, and Cypress. This community has a low Potential for producing forage due to the dense canopy cover of hardwoods and associated palms. This will provide livestock protection from cold weather and shade during hot summer months. There will be little forage available when the canopy cover exceeds 60 percent. Suggested stocking rate is 100 Ac/AU. South Florida Flatwoods -This community is present in throughout the ranch. This community mainly consists of Slash pine, Saw palmetto, Cabbage palms in the overstory. The understory consisted of Saw palmetto, Wax myrtle, native grasses and Bahia grass. Suggested stocking rate is 100 Ac/AU. CA1 1606 Cooperator: Conservation Collier-Pepper Ranch Technician: Poole Date: May-15 I RANGELAND PASTURE AND CROPLAND II AVAILABLE FORAGE_ Suggested Fertility Suggested Field Name or Ecological Condition Stocking Growing Level Stocking Number and Kind of Community or Class(E,G, Acres Rate Period (lbs.N) Rate Animal Unit Animal Unit Forage Range Site F,P) (Ac.) (Acre/AU) (months) (Ac.) Acres (AUM/Ac.) Month(AUM) Year(AU) 1-Bahia Mar.-Oct. 74.0 4.0 296.0 24.7 1-Freshwater Marsh FWM F-G 13.2 12 13.2 1.1 2-Bahia Mar.-Oct. 141.5 4.0 566.0 47.2 2-Freshwater Marsh FWM F-G 8 12 8.0 0.7 2-S.Fl.Flatwoods SFF G 7.3 25 3.5 0.3 3-Bahia Mar-Oct. 168.3 4.0 673.2 56.1 3-Freshwater Marsh FWM G 18.8 12 18.8 1.6 3-S.Fl.Flatwoods SFF G 14.5 25 7.0 0.6 4-Bahia Mar.-Oct. 16.5 4.0 66.0 5.5 4-Freshwater Marsh FWM G 35.1 12 35.1 2.9 4-S.Fl.Flatwoods SFF G 27.8 25 13.3 1.1 4-Wet.Hard.Hammoc WHH G 53.3 100 6.4 0.5 5-S.Fl.Flatwoods SFF G 90.2 25 433 3.6 5-Freshwater Marsh FWM G 61.6 12 61.6 5.1 6-Bahia Mar.-Oct. 173.4 4.0 693.6 57.8 6-Freshwater Marsh FWM F-G 88.4 12 88.4 7.4 6-S.FL Flatwoods SFF G 165 25 79.2 6.6 7-Bahia Mar.-Oct. 132.9 4.0 531.6 44.3 7-Freshwater Marsh FWM G 268.8 12 268.8 22.4 7-S.Fl.Flatwoods SFF G 328.9 25 157.9 13.2 7-Wet.Hard.Hammoc WHH G 399.3 100 47.9 4.0 8-Freshwater Marsh FWM G 60 12 60.0 5.0 8-S.Fl.Flatwoods SFF G 43.1 25 20.7 1.7 8-Wet.Hard.Hammos WHH G 98.8 100 11.9 1.0 TOTAL -= = 1683 - - - 1606 6 ....... 7. Livestock Forage Inventory Map: Forage Inventory Map Office:NAPLES FIELD OFFICE A. Agency:USDAPNNRCS * ' ` + � lc, d ! -a -o ' s�� i. t�1 r Y w �t t s e : 21°.- �'`• ''''°' . '', ' • "' '" ,fie • ' .. - x*y A tilt -h. P r .. ..).1.- „„,,. iii.:_i„,,129.9 ac -: - __ fii • .i ' +a' "`a "� Pegsw aloe:_. ,�•.- . A. su '' f' , t!. sp 40.-- 4fri I�u .0 ka z . Legend PR_su ry ey fence Pasture . r_ South Florida Flatwaads Wetland Hardwood Hammock ::eft Freshwater Marsh 160 6 8. Annual Grazing Schedule: --. Annual Grazing Schedules are designed to account for variations in the amount and growth of forage due to changes in climatic conditions. The following schedule should be used as a guide only. The ranch has many gates and enough lanes that will allow many other herd sizes and combinations. Name: Conservation Collier-Pepper Ranch Type of li\,estock(cow-calf,dairy, stocker,etc.): Beef Cow-Calf Technician: Poole Animal units on hand: 170 Estimated No. of game animals: Date: 5/1/2015 Planned animal units this year. Field or Pasture No.(s) (By months,show planned No.of animals in each grazing unit.) Kind of Forage Acres JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC 1-Pasture 87.2 X X 2-Pasture 156.8 X X 3-Pasture 201.6 X X 4-Pasture' 132.7 X X 5-Range 151.8 X X 6-Pasture/Range 426.8 X 7-Pasture/Range 1129.8 X 8-Range 225.6 TOTAL 2512 Supplemental Feed Needed: (Indicate Type*and month) XO XO 0 0 0 0 0 0 0 0 XO XO Type*Hay--, Protein X Other 0 - 160 6 9. Plan Map Grazing Plan Map 0 Field Office:NAPLES FIELD OFFICE Agency:USDAINRCS nFiel --„L______, . ii . d %. •.: . : . `„ Field 1 Field '-'11=.s Fie4d 3 _ _ , ;n I 116, 87.2 ac. 156.8 ac. 201.6 ac. '' coa,R4f.s Field 5 PM 151.8 ac. -11;. i Field 6 t Field 7 426.8 ac. 1,129.9 ac. 1 — — pepper Ranch 4' Vistgfs Center , Field 8 225.6 ac. 4 F e` ..: ' :. __j , I .., Legend r t Pft_SUNeY leo° 0 1.800 3800 5,400 7200 Feet .— fence 0 1606 10. Recommended Grazing Heights and Length of Grazing Periods: Grazing animals can rapidly and substantially alter the productivity and amount of forage in each pasture because of grazing preferences and animal distribution. Overgrazing adversely affects wildlife habitat,plant growth,water, soil conservation, and plant persistence. Animals prefer improved pasture forages like the one listed below and avoid plants that are coarse and hard to digest. During the late spring, summer and early fall cattle tend graze upland areas and avoid grazing in wetlands such as sloughs and marshes if adequate forage is available. However, limited availability of forage plants on upland areas may induce more grazing of the wetland plants in some seasons, and could result in overgrazing. Under-grazing results in forage waste,reduced quality, and reduced tiller development. Therefore, the number of animals on a specific area must be balanced with available forage to achieve the goals and objectives for this site. This will require monitoring of the forage availability on a regular basis and adjusting the stock density as needed to maintain a unique balance of desirable forage and important wetland vegetation. The following table lists common forages found in South Florida along with recommended heights to maintain healthy stands of forage: FORAGE TYPE Min. Ht. To Begin Grazing Min. Grazing Ht. Bahia grass 6" 2" Bluestems 12" 8" Lopsided Indian grass 12" 8" Maidencane(FWM) 12" 6-8" Chalky bluestem(Rangeland) 12" 6-8" Grazing heights for native forage plants is dependent upon the species and the time of year the plant is grazed. For Native Grasses, remove no more that 50% (by weight) of the plant in any grazing event This will provide proper use of the forage while maintaining sufficient plant material to, provide wildlife habitat,protect the soil resource, and maintain the health of the plant community. Grazing periods should be kept relatively short to prevent the plants from being grazed before they have the opportunity to recover from the last grazing event. This will depend on the size of the herd and the area to be grazed. Use the forage heights shown in the previous table to determine the length of the grazing periods. Rest Periods should be provided between grazing events to all the plants to recovery from the effects of grazing. The recovery periods should be long enough to allow the forages to reach the Minimum Height to Begin Grazing. Because the rest periods are based on the growth rate of the plants the length of the rest period will vary. The recommended recovery periods are shown in the following table: e 1 6 6 Resting Periods Based on Forage Growth Rate Forage Type Forage Growth Rate Fast Moderate Dormant (June l-Sept 1) (Mar 1-June 1 (Nov 1-Mar 1) Sept 1 —Nov 1) Torpedo grass 14-28 days 28-35 days 35-60 days or more Bluestems 14-21 days 28-35 days 35-60 days or more Lopsided Indian grass 28-35 days 35-45 days 45-60 days or more Maidencane 28-35 days 35-45 days 45-60 days or more Chalky bluestem 28-35 days 35-45 days 45-60 days or more 11. Adjustments to the Grazing System: Adjustments in the grazing management system will be necessary during and after management activities, such as planting,prescribed burning or pest management. The adjustments will provide a suitable period for the vegetation to recover from the management activity or as dictated by pesticide label restrictions. A deferment from grazing means the complete removal of all domestic animals for the duration of the deferment. If buffer areas are developed around specific wetlands or other areas within the Ranch during the restoration process, livestock grazing may be permitted during dry periods of the year. This will help to utilize available forages within the buffer and control woody vegetation. Stocking rates should be adjusted to assure that grazing is complete within one week. The minimum grazing heights listed in Section 10 for corresponding grasses shall not be exceeded. When prescribed burning is applied, grazing shall be deferred as follows: Pastures 30-45 days during the growing season(Marl-Octl) Flatwoods 30-90 days during the growing season(Marl-Octl) Fresh Water Marsh 30-90 days during the growing season(Marl-Octl) Areas that have been disturbed and planted to native vegetation shall be deferred from grazing for a minimum of 1 complete growing season following planting or until the grass is well established and produces seed. Native grass plantings generally require 2 complete growing seasons to become well established. The deferment shall continue until a NRCS Rangeland or Grazing Land Specialist has provided approval. Temporary fences may be used to protect small areas during the deferment period. Areas that have been mechanically treated and/or planted,will be provided a deferment period to allow herbaceous plants to recover. The deferment will be minimum of 90 consecutive days during the period of March 1 to December 1,unless only spot control was applied. If herbicides used to control common weeds and invasive species the grazing management will be /'" adjusted to meet the requirements (if any) listed on the herbicide label. Cattle will not be allowed to re-enter the area for the duration shown on the herbicide label. �9 1 6 0 6 12. Operation and Maintenance: The location of mineral and supplement feeders will be moved routinely to evenly distribute grazing animals throughout the pasture. The herd will be rotated to a fresh pasture when the average stubble height falls below the recommended minimum grazing height(See Section 10). When possible, the grazing period should be 14 days or less and the pastures allowed a recovery period of 21 days or until the forage reaches the recommended height to begin grazing(See Section 10). 13. Contingency Management Plan: Forage supplies will be evaluated weekly to determine if forage supplies and quality are adequate to meet livestock demand. When the forage is not adequate, the grazing system will be adjusted or supplemental feed will be supplied. When prolonged periods of adverse climatic condition effect the supply of forage, the grazing system and/or stocking rates will be adjusted or additional supplemental feed will be provided. 0 16D 6 Appendix 2 1 6 13 6 Appendix 2. Service-approved Pesticide List Service-approved Pesticide List South Florida The following list of pesticides has been approved by the U.S.Fish and Wildlife Service (Service)for ground application without further review. Aerial application may require further Service review and approval. Ground application means any chemical application method that is used to apply chemicals from the ground and/or water level by other means than fixed-wing airplane and/or helicopter. Aerial application means any chemical application method that is used to apply chemicals properties from the air by fixed-winged airplane and/or helicopter. Use www.greenbook.net or http://www.cdms.net to fmd the most recent chemical labels and MSDS sheets. Listed by trade name for information. Endorsement of particular products is not intended. [Common or chemical name is in brackets.] Herbicides: 1. 2,4D Amine,2,4D Amine 4,Weedar 64,Weedmaster,and all other trade names with the same formulation). [2,4-D,amine salt] Applications of 2,4-D to water must be reviewed and approved by the Service. 2. Accent [nicosulfuron] 3. Arsenal [ima7apyr] (Only 1 application on a specific site per year) 4. Assure II [quizalofop p-ethyl] 5. Banvel [dicamba] 6. Basagran [bentazon] 7. Beacon [primisulfuron-methyl] 8. Blazer,Ultra Blazer [acifluorfen] 9. Callisto [mesotrione] 10. Clarity [dicamba] 11. Classic [chlorimuron ethyl] 12. Command,Command 3M,Command 3ME [clomazone] 13. Dual,Dual 8E,Dual Magnum,Dual II Magnum [metolachlor] 14. Escort [metsulfuron-methyl] 15. Exceed [primisulfuron-methyl] 16. First Rate [cloransulam-methyl] 17. Frontier [dimethenamid] 18. Frontrow [cloransulam-methyl] 19. Fusilade DX,Fusilade II [fluazifop-p-butyl] 20. Garlon 3A [triclopyr,amine salt] 21. Garlon 4 [triclopyr,butoxyethyl ester] (only on basal spray,hack-and-squirt,or cut stump applications;not cleared to use as foliage spray) SFESO 2/05/08 O Cir 1 6 0 6 22. Habitat [ima7apyr] (Only 1 application on a specific site per year) Applications of Habitat to water must be reviewed and approved by the Service. 23. Harmony Extra XP,Harmony Extra GT XP [thifensulfuron-methyl] 24. Liberty [glufosinate-ammonium] (Listed as an alternative chemical to Atrazine) 25. Lightning [imazethapyr] (Listed as an alternative chemical to Atrazine) 26 Peak [prosulfuron] (Only 1 application on a specific site per year) 27. Plateau [imazapic,ammonium salt] 28. Poast,Poast Plus [sethoxydim] 29. Rodeo,Pondmaster,etc. [glyphosate] 30. RoundUp,Glypro,Touchdown,etc. [glyphosate] (Listed as an alternative chemical to Atrazine). 31. Sceptor DG [imazaquin] 32. Select, Select 2EC [clethodim] 33. Sencor 4,Sencor DF [metribuzin] (Only 1 application on a specific site per year) 34. Stam 4E, Stam M4 [propanil] 35. Storm [bentazon+acifluorfen] 36. Transline [clopyralid] 37. Velpar,Velpar L [hexazinone] Adjuvants: These are listed because of their low toxicity to aquatic life. This is usually only important for use on or near water,like when a surfactant is added to Rodeo. 1. AG 6202 (surfactant,not often used in agriculture) 2. Agri-Dex (surfactant—made by Helena) 3. Gelva 2333 (sticker) 4. Li-700 (surfactant—made by Loveland) 5. Quest (water softener,pH buffer,contains ammonia to enhance herbicide uptake) Insecticides: 1. Amdro,Amdro Pro [hydramethylnon] for fire ants 2. Bti—Dipel 10G,Dipel ES,Vectobac CG,Vectobac 12AS,Vectobac G,etc. 3. Tracer [spinosad] 4. Bt Corn(As directed in the new GMO guidance document that will be finalised in the future.) 5. Treated Lumber(Wood): Wood treated with copper chromated arsenic(CCA)is no longer being labeled by EPA for residential uses,including decks and boardwalks. The metals leached from treated wood are associated with effects to organisms growing on the wood and in adjacent sediments. Of the metals commonly used in treating wood,copper(Cu)is most likely to leach and is most toxic. Cu is used in the two most common alternatives to CCA. So,there currently appears to be no sound ecological basis for recommending Cu- containing alternatives over CCA. Creosote-treated wood also has environmental effects and like CCA,it is a cause of human health concerns. Treated wood can SFESO 2/05/08 r'; � � t 1606 be coated or sheathed with plastic to prevent some of these problems. Also, woods like cedar and redwood are resistant to attacks by microbes and insects without being treated. Wood substitutes, such as metal and recycled plastic boards,may be used. There is currently no adequate basis for estimating aquatic risk from treated wood. Environmental effects information was taken from EPA's preliminary risk assessment for CCA. Note: Many of the above chemicals warn of possible leaching into ground and surface water. Only a few of the chemicals listed actually specify a distinct buffer width on the EPA label. Applicants will abide by all EPA label requirements for all chemicals. 16D 6 Appendix 3 1 6 D. 1 1 0 Cattle Lease Lease# CC — 1 02 LEASE AGREEMENT cid THIS LEASE AGREEMENT entered into this o7 day of /" I a�� , 2014, between LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership, by its undersigned General Partners, whose address is 719 Hickory Rd., Naples, Florida 34108, hereinafter referred to as "LESSEE", and COLLIER COUNTY, a political subdivision of the State of Florida, whose mailing address is 3299 Tamiami Trail East,Naples, Florida 34112,hereinafter referred to as"LESSOR". WITNESSETH In cot ideration of the mutual covenants contained herein, and other valuable consideration, the parties agree as follows: ARTICLE 1. Demised Premises and Use LESSOR hereby leases to LESSEE and LESSEE hereby leases from LESSOR Two Thousand Two Hundred ninety three (2,293)acres of property described in Exhibit"A,"which is attached hereto and made a part of this Lease, hereinafter called the "Demised Premises," situated in the County of Collier and the State of Florida, for the sole purpose of cattle grazing and incidental activities that are directly related to beef cattle production. All animal husbandry principles and practices applicable to the property and efficient use of grazing resources shall be followed at all times. The LESSEE shall be responsible for the establishment and implementation of sound grazing practices based on the best management guidelines of the U.S. Department of Agriculture's National /'-••• Resources Conservation Service. Consistent with its status as a tenant the LESSEE will have exclusive use and possession of the Demised Premises,however,the LESSOR may, as specified below: (i)alter its boundaries and/or(ii)make use of portions of it for hunting,public access,and other activities consistent with the Conservation Collier program,as described below in this Article 1 and in Article 16(e)and(f). LESSOR'S use shall not,however, interfere with LESSEE'S permitted use of the Demised Premises, nor cause LESSEE'S use,as permitted,nor expose LESSEE to liability to third parties based on the use that LESSOR is permitted to make of the Demises Premises. This LEASE AGREEMENT may be amended from time-to-time in order to change the size of the Demised Premises as necessary to accomplish the goals, policies, and objectives of the Conservation Collier Implementation Ordinance (Ordinance 02-63, as amended). LESSOR'S representative (e.g., Real Estate Services Staff) shall advise LESSEE, in writing, of its intent to recommend that LESSOR amend this LEASE AGREEMENT. Any Such change shall only be effective not less than ninety(90)days after it is executed by the Board of County Commissioners. ARTICLE 2. Term of Lease LESSEE shall have and hold the Demised Premises for a term of five (5) years, commencing on the date LESSOR executes this Lease. LESSEE is granted the option,provided LESSEE is not in default of any of the terms of this Lease, to renew same for two(2)additional terms of one(1)year,under the same terms and conditions,except as to the rental amount, as provided herein,by giving written notice of LESSEE'S intention to do so to the LESSOR not less than thirty (30) days prior to the expiration of the leasehold estate hereby created. LESSOR reserves the right to deny LESSEE,in writing,of any renewal term. Both LESSOR and LESSEE reserve the right to terminate this lease, without cause, by providing the other party with at least thirty(30)days written notice to the address set forth in ARTICLE 14 of this Lease. .67.• 0 1606 1 10 LESSEE and LESSOR reserve the right to terminate this Lease,with cause,upon default by the other party as /'"'\ described in Article 12 and in Article 13, after any cure or grace period during the entire term of this Lease, by providing the other party with thirty(30)days written notice to the address set forth in ARTICLE 14 of this Lease Upon termination of this Lease by either party, LESSEE will have ninety (90) days to make arrangements to remove the existing cattle,during which ninety(90) days the cattle must remain. LESSOR will remit to LESSEE any prepaid and unearned rent for any period that exceeds (60) days after such 90 days. During the ninety (90) day period that LESSEE remains in possession after termination,LESSEE shall continue to have said mowing obligations as described in Article 3 or may pay rent prorated at the amount described in Article 12,however, LESSEE shall not be liable for any interest thereon as described in said Article 12. Such mowing or rent obligations shall cease when LESSEE vacates the Demised Premises. All notices shall be effective upon placement of the notice in an official depository of the United States Post Office, Registered or Certified Mail,Postage Prepaid. ARTICLE 3. Rent LESSEE hereby covenants and agrees to pay as rent the annual sum of Twenty-four Thousand Two Hundred Dollars and No Cents ($24,200.00) for grazing up to Two Hundred(200) Animal Units within the Demised Premises plus One Hundred Twenty-one Dollars and No Cents ($121.00) for each additional Animal Unit. Annual payment to the County shall be accompanied by a certification stating the number and age class of Animal Units being grazed on the land parcels. Said annual rent shall be paid in full upon thirty (30) days from the date in which this Lease is executed by the LESSOR. LESSEE will also be responsible for the payment of additional rent as provided for in ARTICLE 5 of this Lease. In the event LESSEE elects to renew this Lease,as provided for in ARTICLE 2,the rent set forth in ARTICLE 3 shall be increased utilizing the method outlined in ARTICLE 4. l—• ARTICLE 4. Renewal Term Rent In the event LESSEE elects to renew this Lease,as provided for in ARTICLE 2,the rent set forth in ARTICLE 3 shall be increased for each ensuing one (1) year renewal term by five (5) percent from the previous year, compounded. ARTICLE 5. Modifications to Demised Premises Prior to making any changes, alterations, additions or improvements to the Demised Premises, LESSEE will provide to LESSOR all proposals and plans for alterations, improvements, changes or additions to the Demised Premises for LESSOR'S written approval, specifying in writing the nature and extent of the desired alteration, improvement, change, or addition, along with the contemplated starting and completion time for such project. LESSOR, or its designee, will then have sixty (60) days within which to approve or deny in writing said request for changes, improvements, alterations or additions. LESSOR shall not unreasonably withhold its consent to required or appropriate alterations, improvements, changes or additions proposed by LESSEE. If after sixty (60) days there has been no response from LESSOR, or its designee, to said proposals or plans, then such silence shall be deemed as a denial to such request to LESSEE. LESSEE covenants and agrees in connection with any maintenance, repair work, erection, construction, improvement, addition or alteration of any authorized modifications, additions or improvements to the Demised Premises, to observe and comply with all then and future applicable laws, ordinances, rules, regulations, and requirements of the United States of America, State of Florida, County of Collier, and any and all governmental agencies. All alterations,improvements and additions to the Demised Premises shall at once,when made or installed,be deemed as attached to the freehold and to have become property of LESSOR. Prior to the termination of this Lease or any renewal term thereof, or within thirty(30) days thereafter,if LESSOR so directs, LESSEE shall promptly remove 2 k t. 1 6 0. �6 1 10 the additions, improvements, alterations, fixtures and installations which were placed in, on, or upon the Demised Premises by LESSEE, and repair any damage occasioned to the Demised Premises by such removal; and in default thereof,LESSOR may complete said removals and repairs at LESSEE'S expense. LESSEE covenants and agrees not to use, occupy, suffer or permit said Demised Premises or any part thereof to be used or occupied for any purpose contrary to law or the rules or regulations of any public authority. ARTICLE 7. Access to Demised Premises LESSOR,its duly authorized agents,representatives and employees,shall have the right to enter into and upon the Demised Premises or any part thereof at any time,without notice to the LESSEE, for the purpose of examining the same and making repairs, inspecting or curing a default or nuisance,or providing maintenance service therein,and for the purposes of inspection for compliance with the provisions of this Lease Agreement. If LESSOR should need to utilize the property for any length of time, for any purpose, the LESSOR shall advise the LESSEE of its intentions by oral notice. ARTICLE 8. Assignment and Subletting LESSEE covenants and agrees not to assign this Lease or to sublet the whole or any part of the Demised Premises,or to permit any other persons to occupy same. ARTICLE 9. Indemnity LESSEE, in consideration of Ten Dollars ($10.00), the receipt and sufficiency of which is hereby acknowledged, shall indemnify, defend and hold harmless LESSOR, its agents and employees from and against any and all liability (statutory or otherwise), damages, claims, suits, demands, judgments, costs, interest and expenses (including,but not limited to,attorneys'fees and disbursements both at trial and appellate levels) arising directly from any injury to, or death of, any person or persons or damage to property (including loss of use thereof) related to (A) LESSEE'S use of the Demised Premises, (B)any work or thing whatsoever done, or any condition created (other than /••••• by LESSOR, its employees,agents or contractors)by or on behalf of LESSEE in or about the Demised Premises, (C) any condition of the Demised Premises due to or resulting from any default by LESSEE in the performance of LESSEE'S obligations under this Lease, or(D) any act, omission or negligence of LESSEE or its agents, contractors, employees,subtenants,licensees or invitees. It is acknowledged that in accord with the terms of this Lease (i) certain uses may be made of the Demised Premises by the LESSOR and (ii) LESSOR may permit third parties to make use of the Demised Premises. The Demised Premises are unimproved agricultural pasture lands and/or naturally vegetated areas. LESSEE'S responsibilities for maintenance in accord with Article 11, and its responsibility and liability to LESSOR under this Article 9 are and shall be based on the standards of care required of a tenant of lands having the forgoing characteristics and uses and an absence of business invitees. In case any action or proceeding is brought against LESSOR by reason of any one or more thereof, LESSEE shall pay all costs, attorneys' fees, expenses and liabilities resulting there from and shall defend such action or proceeding if LESSOR shall so request, at LESSEE'S expense,by counsel reasonably satisfactory to LESSOR. The LESSOR shall not be liable for any injury or damage to person or property caused by the elements or by other persons in the Demised Premises, or from the street or sub surface, or from any other place, or for any interference caused by operations by or for a governmental authority in construction of any public or quasi public works. The LESSOR shall not be liable for any damages to or loss of, including loss due to petty theft, any property, occurring on the Demised Premises or any part thereof, and the LESSEE agrees to hold the LESSOR harmless from any claims for damages,except where such damage or injury is the result of the gross negligence or willful misconduct of the LESSOR or its employees. 3 Cq 1606 1 10 ARTICLE 10. Insurance LESSEE shall provide and maintain a farm liability policy which shall be approved by the Collier County Risk Management Department, for not less than an amount of One Million Dollars and No/100 Cents ($1,000,000.00) throughout the term or any renewals thereof to this Agreement. In addition, LESSEE shall provide and maintain Worker's Compensation Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage shall include Employer's Liability with a minimum limit of One Hundred Thousand Dollars and No/100 Cents($100,000.00)each accident. Such insurance policy(ies) shall list Collier County as an additional insured thereon. Evidence of such insurance shall be provided to the Collier County Risk Management Department, 3335 Tamiami Trail East, Suite 101, Naples, Florida, 34112, for approval prior to the commencement of this Lease Agreement; and shall include a provision requiring ten (10) days prior written notice to Collier County do County Risk Management Department in the event of cancellation or changes in policy(ies) coverage. LESSOR reserves the right to reasonably amend the insurance requirements by issuance of notice in writing to LESSEE, whereupon receipt of such notice LESSEE shall have thirty(30)days in which to obtain such additional insurance. LESSOR shall maintain such liability insurance, or self funded liability reserves, as are appropriate to protect itself and LESSEE from third party claims based on use of the Demised Premises that the LESSOR is permitted to make,or allows third parties to make,in accord herewith. ARTICLE 11.Maintenance LESSEE shall be allowed to store, within the Demised Property, in a location approved in writing by the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve, any functional maintenance equipment and supplies required for activities directly related to beef cattle production on the Demised Property. LESSEE, at its sole cost and expense, shall mow the six hundred sixty three (663) acres of improved pasture within the Demised Property a minimum of one (1) time per year. LESSEE may roller chop specific areas of pasture when needed to control exotic and woody plant growth and to upkeep areas located around cattle pens. Any off-site mowers or other equipment must be cleaned thoroughly prior to entering the Demised Property as a means to prevent the introduction of nuisance or exotic plant species. LESSEE shall develop the mowing schedule and include variables such as excessive rainfall, drought or other unforeseen conditions, and provide such schedule to the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve. Each individual improved pasture within the Demised Property may include mineral feeders, supplemental feed trough,and molasses feed tanks as a means to control cattle concentration areas. No outside hay may be brought into the Demised Property to prevent introduction of nuisance or exotic plant species. Rotation of cattle shall continue throughout the year on a scheduled basis. In the event there has been an extremely dry and cold winter or an exceptionally wet season,the cattle will be managed by LESSEE to fit the available forage. LESSEE may not fertilize improved pasture areas. Unless specifically authorized in writing by LESSOR in advance,plowing, ditching or digging of water holes shall be prohibited. By the end of the second year of the initial term of the cattle lease, LESSEE,at its sole cost and expense,shall repair and erect, if not already existing, a fence around that area of the Demised Premises which shall contain any cattle. This fencing is crucial in retaining cattle and preventing cattle from roaming off of the Demised Premises. LESSEE shall, at its sole cost and expense, keep the Demised Premises free from debris, litter, abandoned equipment and vehicles, and the like, at all times. If said Demised Premises are not kept free from debris, litter, abandoned equipment and vehicles, and the like, in the opinion of LESSOR, LESSEE'S manager will be so advised in writing. If corrective action is not taken within ten (10) days of the receipt of such notice, LESSOR will cause the same to be cleaned and corrected and LESSEE shall assume and pay all necessary cleaning costs and such costs shall 4 1 60 6 ' in constitute additional rent which shall be paid by LESSEE within ten (10) days of receipt of written notice of costs incurred by LESSOR. /—•\ The LESSEE, at its sole cost, shall repair all damage to the Demised Premises caused by LESSEE, its employees,agents,independent contractors,guests,invitees,licensees,and patrons. The LESSEE,at its sole cost,shall remove from the Demised Premises in accordance with all applicable rules, laws and regulations, all non-naturally occurring solid, liquid, semisolid, and gaseous trash and waste (but not animal waste) and refuse of any nature whatsoever which might accumulate and arise from the operations of the LESSEE'S business. Such trash,waste and refuse shall be stored in closed containers approved by the LESSOR. LESSEE shall make monthly inspections of exterior fences and gates and make repairs to the fencing as needed. LESSOR shall be responsible for all invasive exotic plant maintenance treatments and non-pastureland prescribed burning within the Demised Property. LESSEE shall be responsible for providing to the LESSOR, on an annual basis, an inspection report of the property and its operations.At a minimum,the report must include the information identified in Exhibit"B". LESSOR/ Preserve Manager shall visit the property at least semi-annually to evaluate the management and grazing operation. The LESSOR/Preserve Manager and the LESSEE/Managing Partner shall meet annually to review and,if necessary,revise any grazing and/or pasture management plans. LESSEE shall report any violation observed pertaining to rules and regulations promulgated by Collier County or the Florida Fish and Wildlife Conservation Commission. LESSEE shall immediately report any incidence of the following: • Fire • Vandalism • Theft • Poaching • Trespassing • Any hazard, condition or situation that may become a liability to the County or may be damaging to the property or improvements on the property. LESSEE has no affirmative duty to actively monitor conditions for discovery of such activities. Any expense related to utilities used solely by the LESSEE shall be paid for by the LESSEE. ARTICLE 12. Default by LESSEE Failure of LESSEE to comply for thirty (30)days with any material provision or covenant of this Lease shall constitute a default, LESSOR may, at its option, terminate this Lease after thirty(30) days written notice to LESSEE, unless the default be cured within the notice period(or such additional time as is reasonably required to correct such default). However,the occurrence of any of the following events shall constitute a default by LESSEE, and this Lease may be immediately terminated by LESSOR: (a) Abandonment of Demised Premises or discontinuation of LESSEE'S operation. (b) Falsification of LESSEE or an agent of LESSEE of any report required to be furnished to LESSOR pursuant to the terms of this Lease. (c) Filing of insolvency,reorganization,plan or arrangement or bankruptcy. 5 �'3 ra 1613 6 110 (d) Adjudication as bankrupt. (e) Making of a general assignment for the benefit of creditors. (f) If LESSEE suffers this Lease to be taken under any writ of execution. In the event of the occurrence of any of the foregoing defaults in this ARTICLE,LESSOR, in addition to any other rights and remedies it may have, shall have the immediate right to re enter and remove all persons and property from the Demised Premises. Such property may be removed and stored in a public warehouse or elsewhere at the cost of and for the account of LESSEE, all without service of notice or resort to legal process and without being deemed guilty of trespass,or being liable for any loss or damage which may be occasioned thereby. LESSOR may, at its option,terminate this Lease after receipt by LESSEE of thirty(30)days notice in writing if a lien is filed against the property or the leasehold interest of the LESSEE, and not removed within thirty(30) days by LESSEE,pursuant to the Florida Mechanics Lien Law. If LESSEE fails to pay the rental amount or any additional charges when due to LESSOR as specified in this Lease, and if said amounts remain unpaid for more than ten (10) days past the due date, the LESSEE shall pay LESSOR a late payment charge equal to five (5) percent of any payment not paid promptly when due. Any amounts not paid promptly when due shall also accrue compounded interest of two (2)percent per month or the highest interest rate then allowed by Florida law,whichever is higher,which interest shall be paid by LESSEE to LESSOR. ARTICLE 13. Default by LESSOR LESSOR shall in no event be charged with default in the performance of any of its obligations hereunder unless and until LESSOR shall have failed to perform such obligations within thirty (30) days (or at LESSOR'S sole discretion,such additional time as is reasonably required to correct such default)after notice to LESSOR by LESSEE r"—• properly specifying wherein LESSOR has failed to perform any such obligations. ARTICLE 14.Notices Any notice which LESSOR or LESSEE may be required to give to the other party shall be in writing to the other party at the following addresses: LESSOR: LESSEE: Board of County Commissioners Mr.Thomas Taylor,General Partner do Real Property Management Lake Trafford Ranch,LLLP 3335 Tamiami Trail East, Suite 101 719 Hickory Rd. Naples,Florida 34112 Naples,Florida 34108 cc: Office of the County Attorney Mr.Christopher Allen,General Partner 3299 Tamiami Trail East,Suite 800 Lake Trafford Ranch,LLLP Naples,Florida 34112 555 Hickory Road Naples,Florida 34108 Conservation Collier Coordinator North Collier Regional Park 15000 Livingston Rd. Naples,Florida 34109 ARTICLE 15. Surrender of Premises LESSEE shall remove any improvements completed by LESSEE prior to the expiration of this Lease and shall deliver up and surrender to LESSOR possession of the Demised Premises and any improvements not removed upon expiration of this Lease,or its earlier termination as herein provided,in as good condition and repair as the same shall 6 0 { 1 6 0 b 110 be at the commencement of the term of this Lease or may have been put by LESSOR or LESSEE during the continuance thereof,ordinary wear and tear and damage by fire or the elements beyond LESSEE'S control excepted. ARTICLE 16. General Provisions LESSEE agrees to contain cattle within the Demised Premises and prevent cattle from roaming off of the Demised Premises. LESSEE shall give oral notice to the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve at least three (3) days prior to any planned cattle round-up or additional cattle release, to allow Environmental Specialist the option to observe the cattle round-up or release. LESSEE shall maintain no less than Fifty (50) and no more than Two Hundred (200) Animal Units at the Demised Premises without written authorization from LESSOR. Increases to the maximum stocking rate shall be subject to acceptable range conditions as outlined within the prescribed grazing plan and as determined by the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve. Animal Units will be established based on the following table: Table 1: Animal Unit Equivalent Guide Species Average Animal Unit Weight Equivalent (pounds) (AUE) Cow,dry 950 0.92 Cow with calf 1,000 1.00 Bull,mature 1,500 1.35 Cattle, 1 year old 600 0.60 Cattle,2 year old 800 0.80 LESSEE shall have the right to camp overnight on the Demised Premises, at LESSEE'S own risk,and shall be required to obtain any necessary permits,if required,for this use. If LESSEE should elect to destroy sick cattle,any use of firearms shall be permitted by LESSOR so as long as LESSEE is legally permitted to possess such firearm in the County of Collier and / or the State of Florida, as applicable. LESSEE acknowledges that there shall be no game hunting or any dispensation of firearms by LESSEE or his invitees upon the Demised Premises except as specifically allowed under this Lease. LESSEE fully understands that the police and law enforcement security protection provided by law enforcement agencies for the above referenced Demised Premises is limited to that provided to any other business or agency situated in Collier County, and acknowledges that any special security measures deemed necessary for additional protection of the Demised Premises shall be the sole responsibility and cost of LESSEE and shall involve no cost or expense to LESSOR. LESSEE expressly agrees for itself, its successor and assigns,to refrain from any use of the Demised Premises which would interfere with or adversely affect the operation or maintenance of LESSOR'S standard operations where other operations share common facilities. (a) Rights not specifically granted the LESSEE by this Lease are hereby reserved to the LESSOR. (b) LESSEE agrees to pay all sales tax imposed on the rental of the Demised Premises where applicable under law. 7 CA 1 6D 6 tiLl (c) If applicable, LESSEE agrees to pay all intangible personal property taxes that may be imposed due to the creation, by this Lease, of a leasehold interest in the Demised Premises or LESSEE'S possession of said leasehold interest in the Demised Premises. (d) LESSEE shall not perform any environmental property management activities, such as, but not limited to, burning or removal of vegetation,unless prior approval is granted by LESSOR. (e) LESSEE acknowledges that LESSOR will allow limited seasonal hunting on the Demised Premises. LESSOR is responsible for developing and implementing rules, protocols, and for the supervision of any hunters and members of the public generally to guard against accidents, injury to LESSEE'S cattle, and interference with LESSEE'S permitted use. LESSEE agrees to mow limited areas and/or shooting lanes prior to hunting weekends upon LESSOR's request. (f) LESSOR will engage a Range Conservationist to develop a prescribed grazing plan for the Demised Premises. LESSEE acknowledges that he will cooperate with LESSOR and any plans that may develop for the Demised Premises as a result of future planning. Implementation of any such plan shall require sixty (60) days written notice to LESSEE. ARTICLE 18. Extent of Liens All persons to whom these presents may come are put upon notice of the fact that the interest of the LESSOR in the Demised Premises shall not be subject to liens for improvements made by the LESSEE, and liens for improvements made by the LESSEE are specifically prohibited from attaching to or becoming a lien on the interest of the LESSOR in the Demised Premises or any part of either. This notice is given pursuant to the provisions of and in compliance with Section 713.10,Florida Statutes. ARTICLE 19. Ouiet Enjoyment Subject to LESSOR'S rights provided in this Lease, LESSOR covenants that LESSEE, on paying the rental amount and performing the covenants,terms and conditions required of LESSEE contained herein, shall peaceably and quietly have,hold and enjoy the Demised Premises and the leasehold estate granted to LESSEE by virtue of this Lease Agreement. ARTICLE 20.Waiver No failure of LESSOR to enforce any terms or conditions herein shall be deemed to be a waiver. ARTICLE 21.Effective Date This Lease shall become effective upon execution by both LESSOR and LESSEE. ARTICLE 22.Governing Law This Lease shall be governed and construed in accordance with the laws of the State of Florida. ARTICLE 23.Assignment LESSEE shall have the right to assign this Lease to a legal entity owned or controlled by LESSEE. LESSOR must be advised of any such assignment in writing. 8 Y 1 6 0 6 i A i 041 .. IN WITNESS WHEREOF,the parties hereto have hereunder set forth their hands and seals. AS TO THE LESSOR: DATED: 1/45-/37/52-0`-/- ATTEST: a ' .o.IATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E-BRQCIcClerk...' _. COLLIER CO TY,FL d' DA c , ~ '1 ""' B . 12vx. fi leputy Clerk . signaTom Henning, AIRMA ge Q ' AS TO LESSEE: DATED: WITNESSES: • & LAKE TRAFFORD RANCH,LLLP, ( if nature) a Florida limited liability limited partnership t:rune T. c5am (Print Name) BY: —� ,- ,..-----Sr . [ 5/b02_ n` Q THOMAS M.TAYLOR,as Generl Partner ( oe\ �('y�1rt-LJ`(CZE d �' ignature) ...--4.\ yr.. L -4/2-1.‘c, (Print Name) r _K AI' LAKE TRAFFORD RANCH,LLLP, (Signatur' 0 j a Florida limited liability limited partnership KtAG lc: C, netAmo (Print. ame) I 1� OOP I /�� CHRISTOPHER L.1:LL ,as General Partner I 61,01 G" 'i4 ature) Kah. W / (a( c- (Print Name) Approved as to form and legality: Jennifer A.Be...D.A ...._______ 1pedio Assistant County Attorney 9 A... 1 6 0 6 1 10 ' Exhibit "A" (Legal Description of Demised Property) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half(E%z) of the East Half(E'/2) of the Southwest Quarter (SW1/4) of the Southeast Quarter (SE'/) of Section 22, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South,Range 28 East,Collier County, Florida; thence run S 88°57'47" W, along the south line of the Southeast Quarter (SE'/4) of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W,along the south line of the Southeast Quarter(SE'/4)of said Section 22, for a distance of 330.09 feet; thence run N 00°31'18" W for a distance of 1342.51 feet; thence run N 88°58'31" E for a distance of 330.12 feet; thence run S 00°31'14" E, for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less. AND Property Tax Identification Number: 00053000002 All of Section 28,Township 46 South,Range 28 East,Collier County,Florida;containing 645.47 acres more or less. AND Property Tax Identification Number: 00052960004 All of Section 27,Township 46 South,Range 28 East,Collier County,Florida;containing 643.59 acres more or less. AND Property Tax Identification Number: 00053200006 All of Section 33,Township 46 South,Range 28 East,Collier County,Florida;containing 706.33 acres more or less. AND Property Tax Identification Number: 00052640007 A parcel of land located in a portion of Section 26,Township 46 South, Range 28 East, Collier County,Florida,being more particularly described as follows: The West Half (W%z) of Section 26, Township 46 South, Range 28 East, Collier County, Florida, less the North 1452.35 feet thereof and less the Southeast Quarter (SE%) of the Southwest Quarter (SW'/4) of said Section 26, and less that parcel of land, as described and recorded in Official Records Book 2585 at Page 2735 through 2737, owned by South Florida Water Management District with Tax Folio Number 00052640007; containing 185.91 acres,more or less. 10 2 6 1 10 AND Property Tax Identification Number: 00052680009 /Th The Southeast Quarter (SE1/4) of the Southwest Quarter (SW'/4) of Section 26, Township 46 South, Range 28 East, Collier County,Florida;containing 40.38 acres more or less. AND Property Tax Identification Number: 00052440003 A parcel of land lying in the East Half(E'/2) of the East Half(E'h) of the Southwest Quarter(SW'/4) of the Southeast Quarter (SE'/4) of Section 22, Township 46 South, Range 28 East, Collier County, Florida, being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South,Range 28 East,Collier County,Florida;thence run S 88°57'47" W, along the south line of the Southeast Quarter(SE'/) of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described; thence continue S 88°57'47" W, along the south line of the Southeast Quarter(SEA)of said Section 22, for a distance of 330.09 feet;thence run N 00°31'18"W for a distance of 1342.51 feet; thence run N 88°58'31" E for a distance of 330.12 feet; thence run S 00°31'14" E, for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less. END Legal Description • 11 1. 0 16136 Appendix 4 160 6 Pepper Ranch Preserve Land Management Plan Pepper Ranch Preserve Land Management Plan (5 Yr. Revision) 4:. '40 y .. Managed by: Conservation Collier Program co N TION LLIER Collier County, Florida May 2011 —May 2021 (10-yr plan) ;r,a Prepared by: Johnson Engineering & Conservation Collier Staff; Collier County Parks and Recreation Division G:\Conservation Collier\Land Management\PepperRanchPreserveVand Management Plans\FinalManagementPlan\PRP5 year revision.doc Pepper Ranch Preserve Conservation Collier Program 1 1 613 6 Pepper Ranch Preserve Land Management Plan Land Management Plan Executive Summary Lead Agency: Conservation Collier Program Properties included in this Plan: Pepper Ranch Preserve Preserve lands consist of five contiguous parcels located within Sections 22, 26, 27, 28, 33 & 35, Township 46 South, Range 28 East, in Collier County. A property survey and full legal description is provided in Appendix 1. Parcel Folio Numbers 00052360002 00053200006 00053000002 00052960004 00053840000 Original Acreage Breakdown: Natural Community Acreage Improved pasture 619.64 Depression marsh, disturbed 311.29 Upland mixed forest 270.92 Slough 243.38 Bottomland forest 241.63 Upland mixed forest, disturbed 160.59 Mesic flatwoods 149.95 Strand swamp 82.41 Mesic flatwoods,disturbed 77.20 Improved pasture,hydric 47.70 Dry prairie, disturbed 45.09 Wet flatwoods 43.66 Depression marsh 42.60 Ditches 35.15 Upland mixed forest,burned 34.65 Shell road, graded and drained 20.63 Slough, disturbed 14.17 Prairie hammock 11.22 Spoil, exotics 9.49 Natural Community(continued) Acreage Wet prairie, disturbed 7.99 Bottomland forest, disturbed 6.27 Conservation Collier Program 2 _ , . ,, : : , 1 6 0 b Pepper Ranch Preserve Land Management Plan Prairie hammock, disturbed 5.88 Oil field 5.63 Wet prairie 5.21 Primitive trail 4.90 Brazilian pepper,hydric 4.26 Dry prairie 3.53 Borrow pond 1.43 Spoil 1.24 Australian pine 1.15 Brazilian pepper 1.15 TOTAL 2510.01 Management Responsibilities: Agency: Collier County- Conservation Collier Program Preserve Manager: Designated Collier County Environmental Specialist Designated Land Use: Preservation Unique Features: Largest Conservation Collier acquisition to date with frontage on north side of Lake Trafford ArchaeologicalHistorical: The Pepper Ranch Preserve is within an area of historical ',.....„,, and archaeological probability. One prehistoric and archaeological site has already been discovered near Lake Trafford and the visitor center is considered a historic structure. Other historical and archaeological sites are most likely present on the property. The County will notify the Division of Historical Resources immediately if evidence is discovered to suggest that any additional cultural resources are present. Management Needs: Monitoring of biological resources; Exotic plant removal and maintenance Conduct a hydrological analysis of the preserve to better determine restoration needs; Possible restoration of select areas after exotic removal; Implementation of a prescribed fire management program; Habitat management to enhance protection of native and listed species populations; and Monitoring public use. Public Involvement: Staff worked with Immokalee Civic Group(s) including the Immokalee Community Redevelopment Association, Collier County Sheriffs Department and neighboring property owners to discuss public use and access issues. Two public meetings were held (January 28 and February 11, 2010) to provide the general public an opportunity to review and comment on this Pepper Ranch Preserve Land Management Plan. Specifically, these meetings gave the general public an Conservation Collier Program 3 a .. a 1606 Pepper Ranch Preserve Land Management Plan opportunity to learn about the Conservation Collier Program, future land management plans and potential for public use at Pepper Ranch Preserve. This forum also allowed the public to voice any concerns or objections they may have had with any of these issues as presented here in the Final Land Management Plan. Conservation Collier and the Collier County Board of County Commissioners (BCC) held two workshops (February 18 and March 18, 2010) with outdoor sportsmen's clubs and hunters to develop a Hunt Program for Pepper Ranch Preserve. Over 20 people attended the February 18th, 2010 meeting, including representatives from the Florida Fish and Wildlife Conservation Commission (FWC) and Commissioner Colletta, to discuss how best to create a Hunt Program for the preserve. A significant amount of information was collected from this meeting to incorporate into a Hunt Management Plan for the preserve including how often to allow hunts, how many hunters,what types of weapons, check station and registration logistics etc. After the February 18th, 2010 meeting, the first draft of the Hunt Management Plan was created and posted for public review. During the March 18th, 2010 meeting, approximately 10 local hunters attended including Commissioner Colletta, to review the draft Hunt Management Plan. The consensus at this meeting was to divide the ranch into sections and each hunter would have to stay in their section during the hunt. The use of rifles was also discussed as well as safety zones and parking areas. Over the weekend of April 16-18, 2010, the first Annual Youth Hunt was held at Pepper Ranch Preserve. FWC and volunteers managed the hunt and it was a huge success. Fifteen youth hunters participated, aged 12-17, and 4 hogs were harvested. At the April 27, 2010 Collier County BCC meeting, the draft Public Hunt Management Plan for Pepper Ranch was brought for BCC approval. At this meeting, Conservation Collier staff was directed to hold two (2) additional public meetings to determine if hunting should be limited to youth hunts only or to the general public. These meetings were held on May 12 and May 19, 2010. The results of that meeting were to hold at least 2 youth hunts per year and leave the remaining hunts open to the general public. Two additional public meetings were held to provide the public an opportunity to give input on the required 5-year plan update. The meetings were held on March 21, 2017 in Immokalee, and the second was held at the Collier County Extension office on March 28, 2017. Management Goals: Goal 1: Maintain high quality habitat with limited disturbance for the benefit of native flora and fauna (Old Language to remove-Eliminate or significantly reduce human impacts to indigenous flora and fauna) Conservation Collier Program 4 `4t �. { I X 1 6 0 6 Pepper Ranch Preserve Land Management Plan Goal 2: Develop a baseline monitoring program Goal 3: Remove or control populations of invasive, exotic or problematic flora and fauna to restore and maintain natural habitats Goal 4: Create a Prescribed Fire Management Plan Goal 5: Restore native vegetation as needed Goal 6: Monitor public use Goal 7: Facilitate uses of the site for educational purposes Goal 8: Provide a plan for security and disaster preparedness Goal 9: Provide preliminary panther habitat unit (PHU) calculations and a draft monitoring plan per U.S. Fish and Wildlife Service (USFWS) requirements for an onsite panther conservation bank /Th Conservation Collier Program 5 ` 1 6 6 Pepper Ranch Preserve Land Management Plan P'••• TABLE OF CONTENTS Page 1.0 Introduction 9 1.1 Conservation Collier: Land Acquisition Program and Management Authority 10 1.2 Purpose and Scope of the Land Management Plan 10 1.3 Location of the Pepper Ranch Preserve 10 1.4 Regional Significance of the Pepper Ranch Preserve 11 1.5 Nearby Public Lands and Designated Water Resources 13 1.6 Public Involvement 14 2.0 Natural Resources 14 2.1 Physiography 14 2.1.1 Topography and Geomorphology 14 2.1.2 Geology 14 2.1.3 Soils 16 2.1.4 Hydrology/Water Management 18 2.2 Climate 18 2.3 Natural Plant Communities 19 2.3.1 Uplands: Upland Mixed Forest 25 2.3.2 Wetlands: Depression Marsh 26 2.3.3 Wetlands: Slough 27 2.3.4 Wetlands: Bottomland Forest 28 2.3.5 Uplands: Mesic Flatwoods 29 2.3.6 Other Natural Communities 30 2.3.7 Altered Communities 32 2.4 Native Plant and Animal Species 33 2.4.1 Plant Species 33 2.4.2 Animal Species 33 2.5 Listed Species 37 2.5.1 Listed Plant Species 37 2.5.2 Listed Animal Species 41 2.6 Invasive,Non-native and Problem Species 43 2.6.1 Invasive and Problem Plant Species 43 2.6.2 Invasive and Problem Animal Species 46 3.0 Previous Conditions of the Preserve; Current Use of the Preserve and Adjacent Land Uses 47 3.1 Previous Land Uses of the Preserve 47 3.2 Previous Land Uses of Adjoining Properties 50 3.3 Current Land Uses of the Preserve 51 3.4 Current Land Uses of Adjoining Properties 52 3.5 Cultural, Historical and Archeological Resource Protection 52 3.6 Major Accomplishments since Acquisition 53 Conservation Collier Program 6 0 0 1 6 Pepper Ranch Preserve Land Management Plan 4.0 Future Use of the Pepper Ranch Preserve including Management Issues, Goals and Objectives 54 4.1 Management Plan Framework 54 4.1.1 Preserve Manager: Contact Information 54 4.2 Planned Uses and Assessment of their Impacts 54 4.2.1 Identification of Public Uses Consistent with Preservation, Enhancement, Restoration, Conservation and Maintenance of the Resources 54 4.3 Desired Future Conditions 56 4.4 Goals for the 10-year period 2010-2020 57 4.5 Establish an Operational Plan for the Pepper Ranch Preserve 82 4.5.1 Maintenance 82 4.5.2 Estimated Annual Costs and Funding Sources 83 4.5.3 Potential for Contracting Restoration and Management Activities by Private Vendors 87 5.0 Literature Cited 88 TABLES Table 1 Acquisition History and Status of Pepper Ranch Preserve 9 Table 2 Public Lands Located near the Pepper Ranch Preserve 13 Table 3 Extent of Florida Land Use, Cover and Forms Classification System Designations from 2009 on the Pepper Ranch Preserve 20 Table 4 Summary of Natural Communities on the Pepper Ranch Preserve 23 Table 5 Faunal Species Observed at Pepper Ranch Preserve 34 Table 6 Breeding Bird Species Recorded in the Corkscrew and Immokalee Quadrangles Encompassing the Pepper Ranch Preserve 36 Table 7 Listed Plant Species Detected at the Pepper Ranch Preserve 38 Table 8 Non-Indigenous and Invasive Plant Species at Pepper Ranch Preserve 44 Table 9 Major Accomplishments during previous years 53 Table 10 Invasive, Exotic Plant Species Control Plan for the Pepper Ranch Preserve FLEPPC Category I species 60 Table 11 Panther Habitat Unit Calculations excluding SSA 7—Pre-Restoration 81 Table 12 Monitoring and Reporting Schedule for Panther Conservation Bank 83 Table 13 Estimated Annual Land Management Budget 87 Table 14 Potential Contracting for Restoration and Management Activities 88 Conservation Collier Program 7 0 • =s 1 60 6 Pepper Ranch Preserve Land Management Plan n FIGURES Figure 1 General Location of and Directions to Pepper Ranch Preserve 11 Figure 2 Conserved Lands in Collier County,Florida Including Lands Owned by Conservation Collier. 12 Figure 3 Preserves and Protected Lands in the Vicinity of Pepper Ranch Preserve 13 Figure 4 Aerial View of the Pepper Ranch Preserve 15 Figure 5 Soil Units on the Pepper Ranch Preserve 16 Figure 6 Distribution of Natural Communities and other Land Uses on the Pepper Ranch Preserve; 2009 FLUCFCS Layer 22 Figure 7 Extent of Natural Plant Communities Currently Found on the Pepper Ranch Preserve 24 Figure 8 1940 Aerial View of Pepper Ranch Preserve 48 Figure 9 1953 Aerial View of Pepper Ranch Preserve 49 Figure 10 1963 Aerial View of Pepper Ranch Preserve 50 Figure 11 Pepper Ranch Easement and Overlay Map 56 Figure 12 Conceptual Site Plan for Pepper Ranch Preserve 72 APPENDICIES Appendix 1 Pepper Ranch Preserve Legal Description Appendix 2 Florida Land Use, Cover and Forms Classification System Designations for Pepper Ranch Preserve—(2'x3' map) Appendix 3 Florida Natural Areas Inventory Designations for Pepper Ranch Preserve —(2'x3' map) Appendix 4 Floristic Inventory of Pepper Ranch Preserve Appendix 5 Management Unit Map of Pepper Ranch Preserve Appendix 6 Cattle Lease Appendix 7 Pepper Ranch Preserve—Quality Wildlife Management Hunt Program 2010 and 2011 Brochure Appendix 8 Pepper Ranch Preserve—Land Use Compatibility Matrix Appendix 9 Parcel Folio Map of Pepper Ranch Preserve Conservation Collier Program 8 �v� 161J 6 Pepper Ranch Preserve Land Management Plan 1.0 Introduction The Pepper Ranch Preserve is 2,510.01 acres of natural and agricultural lands located along the north shore of Lake Trafford in north central Collier County, Florida. The preserve contains various native plant communities, including bottomland forest, upland mixed forest, strand swamp, slough, pine flatwoods, depression marshes, and improved pastures. A site assessment to determine compliance with the Conservation Collier initial screening criteria was conducted in September, October and November 2007 and the Conservation Collier Program purchased the property in February 2009. The County holds fee simple title to the Pepper Ranch Preserve. The Conservation Collier program manages these lands under authority granted by the Conservation Collier Ordinance 2002-63 as amended (2007-65) (available from www.municode.com). Initial acquisition activities are summarized in Table 1. Table 1: Acquisition History and Status of Pepper Ranch Preserve Year Benchmark 2006 FLUCFCS mapping of a portion of the preserve conducted by Scheda 2007 Property nominated to the Conservation Collier Program 2007 Initial Site Assessment by Conservation Collier Staff 2007 Acceptance of Initial Criteria Screening Report by the Conservation Collier Land Acquisition Advisory Committee 2008 Phase I Environmental Assessment Conducted by Environmental Consulting and Technology, Inc. for Collier County 2008 Approved for purchase by the Board of County Commissioners (BCC) 2009 Purchase of the Pepper Ranch property 2009 Developed Interim Management Plan 2009 BCC approved the Interim Management Plan 2010 Completed Final Land Management Plan The preserve consists of approximately 43% (±1087.15 acres) wetland plant communities and approximately 57% (±1422.86 acres) upland plant communities. Conservation, restoration and natural resource-based recreation are the designated uses of this property. Management activities allowed include those necessary to preserve, restore, secure and maintain this environmentally sensitive land for the benefit of present and future generations. Public use of the site must be consistent with these management goals. This is the Final Management Plan for the Pepper Ranch Preserve. This 10-year management plan was approved by the Collier County Board of County Commissioners (BCC) on 6/28/11. This plan replaced the Interim Management Plan. Changes made to this plan during the 5-year review process will be brought before the BCC for their approval in 2018. Conservation Collier Program 9 fid 1613 6 Pepper Ranch Preserve Land Management Plan 1.1 Conservation Collier: Land Acquisition Program and Management Authority The Conservation Collier program was originally approved by voters in November 2002 and subsequently confirmed in the November 2006 ballot referendum. Both voter- approved referendums enable the program to acquire environmentally sensitive conservation lands within Collier County, Florida(Ordinance 2002-63, as amended 2007- 65). Properties must support at least two of the following qualities to qualify for further consideration: rare habitat, aquifer recharge, flood control, water quality protection, and listed species habitat. The BCC appointed a Land Acquisition Advisory Committee to consider any selected or nominated properties that an owner has indicated a willingness to sell. The committee recommends property purchases for final approval by the BCC. Lands acquired with Conservation Collier funds are titled to "COLLIER COUNTY, a political subdivision of the State of Florida, by and through its Conservation Collier program." The Collier County BCC established the Conservation Collier program to implement the program and to manage acquired lands. As such, Conservation Collier holds management authority for the Pepper Ranch Preserve. Conservation Collier is therefore established to acquire, preserve, restore, and maintain vital and significant threatened natural lands, forest, upland and wetland communities located in Collier County, for the benefit of present and future generations. 1.2 Purpose and Scope of the Land Management Plan The purpose of the plan is to provide management direction for Pepper Ranch Preserve by identifying the goals and objectives necessary to eliminate or minimize any threats to the resources and integrity of the preserve. This text is a working document that establishes the foundation of the ten-year plan by identifying the appropriate management techniques necessary to preserve and/or restore the resource. This plan will balance resource restoration and protection with natural resource-based recreational and educational use while looking at restoration needs, listed species protection and maintenance of the site free of invasive, exotic plant and animal species. This plan is divided into sections that incorporate an introduction, descriptions of the natural and cultural resources, projected uses of the property, management issues, and goals and objectives. 1.3 Location of the Pepper Ranch Preserve Pepper Ranch Preserve is located at 6315 Pepper Road just west of the town of Immokalee, Florida(See Figure 1; legal description in Appendix 1). It is in north central Collier County, along the north shoreline of Lake Trafford within Sections 22, 26, 27, 28, 33, and 35,Township 46 South,and Range 28 East. Conservation Collier Program 10 0 1606 Pepper Ranch Preserve Land Management Plan Location Map DIRECTIONS I I.From Interstate 75,take mot 111(Immokalee Road) east for 29.3 miles. 2.Turn left at W.Main Street.Follow W.Main Street for 1.9 mitest«e�c+u x ce�ar,r .._..�.,„,„.w.u. 3 Turn left at lake Trafford Road Follow Lake Trafford E - ea w Road for 3.1 miles ”".." O« RAttf ROAO n 1 \<, so ucREW ROAD w RMARKET OA • 1ICM1 �aR11! " Wy�pk,� 'tR (E F I 01 TR } IMEETW DAM _ eI w y 2 .. r A y R C Y y�.y <R EN 011 Wlll ROAO / ' ``ttII� 0 35 7 1 I I T.rom.teer and cc.my barn... SCALE IN MILES Rw.w A=ERROR!.no noru. .-FL. -T.ALA:D ncb PrwR.pwMxy coo, vm.PwrtleCMlbYxMa Figure 1: General Location of and Directions to Pepper Ranch Preserve. 1.4 Regional Significance of the Pepper Ranch Preserve Ecosystem services such as the protection of water resources, flood control, maintenance of nutrient cycles, preservation of biological diversity, carbon sequestration, and the availability of recreational lands are imperative for the well-being of the citizens of Collier County and may be achieved through the preservation of natural areas. As of 2017, approximately 68% (over 880,980 acres) of all .land in Collier County were protected in conservation areas (Figure 2) and managed by private, local, state and federal agencies (FNAI 2008). Collier County's Conservation Collier Program manages the 2,510.01-acre Pepper Ranch Preserve; it contains upland mixed forest, strand swamp, slough, prairie hammock, pine flatwoods, improved pasture, dry prairie, freshwater marshes, bottomland forest, and wet prairie. ,,-T Conservation Collier Program 11 Ic ts ,.i j, 6D 6 t Pepper Ranch Preserve Land Management Plan /'`r Figure 2: Conserved Lands in Collier County, Florida Including Lands Owned by Conservation Collier. Collier County Preserves, Conservation Easements, Designated State and Federal Land LCaracara Prairie Preseree-368 ac / Pepper Ranch Preserve-2,512 ac �'� u i - ' fb4FFORO RD in ^y � J Li �_ \``,,CR 846 Red Root Preserve-9 ac r e ,p ' xary edZ 3s;_. V_1 Wim= I �Panther WalkPreserve-9.5ac Railhead Scrub Preserve-130 ac,Red Maple Swamp Preserve-200 ac J Winchester Head-80 ac I Lee Count o --.— Wet Woods �: C e County •� Preserve-28ac I '+ I. '1- CILWELLRD 1 I,.•._._.. iMM'geALE Ea RD �. Camp Keels Strand Project-27 ac `; l� �P' l Alligator Flag ,., . },.. Cocohatchee Preserve-20 ac -g-- Creek Preserve-4 ac Rivers Road Preserve-78 ac y 2 . _ Logan Woods Preserve-6 ac li Freedom Park-125 acH.11 e # ancy Payton Preserve-75 ac r �.. -,e• –1 -u INT E7$ Gordon River r` J (Greenway Preserve-41 ac�;� �I 'ill r r� 4 � Almt n }s Shell Island Preserve-80 ac ~\Y I,, '1�`f�a r s 'L.n` MclNane Marsh Project-300 ac le't„ '. .z. Ci 04 i 4 E -1 ':4t 3 E " el 44* `[ ,,,, . ." .,..,. . .. ,. ....,,,.. .. „/ ,r, 4 ':Mound Preserve-3ac �;' ..+�i1 , ..,1 . t as- I 0 2 4 Miles CON,-4,ATION egend I I I I dt:•LLIER Acquired Data Sou cePacels-Copra County FrcFsty Appraise State and Federal Conservation Lands Created 6y Ccrseivaty:Collier CS M u- - Mitigation l Conservation Easements G:Conservator Colliertr-e Acj►ed properties Angrired_tutep_Juty_2317_2r+ed and A Conservation Collier Program 12th ,., ,. t..c , .i„, , s„, .,, 160 6 Pepper Ranch Preserve Land Management Plan 1.5 Nearby Public Lands and Designated Water Resources Pepper Ranch Preserve shares its western and a portion of its northern boundary with the Corkscrew Regional Ecosystem Watershed or CREW Trust conservation lands. The closest Conservation Collier Program property to Pepper Ranch Preserve is the Caracara Prairie Preserve, which is approximately 1.23 miles directly to the west. Other preserves, in order of increasing distance, are provided in Table 2. Figure 3 shows the locations of these preserves. Table 2: Public Lands Located near the Pepper Ranch Preserve Distance Name (miles) Direction "I pe CREW 0.00 W State Caracara Prairie Preserve 1.23 W Conservation Collier Corkscrew Swamp 2.03 SW National Audubon Society Sanctua Red Root Preserve 5.26 S/SW Conservation Collier Imperial Marsh Preserve 5.63 SE Lee County Conservation 20/20 Preserves stiithio the vicinity of Pepper Ranch tot. ATION .LULU -RD ---- I Y` ir tr s R:w#I.=oreaa •.asarveb6i # V_Trait a aop,n6me. I fig, JatfR, Crewe::. Pafford • %,„ , - T. _ Preserve R7P":" • 6aad �Pantl ' 4.. , i si a° t--- p. ” aa:)- ti ca r = z C �R a L1ac!e - .. o .s _ . O We,7 RD r ' MmaAnFecRD -,,a. 1 Dais S3uras c6nrRaa6 u a e r WO nv6 R Co...twice lE3E.' v 6YII6a ee galrv#!)a). 4Nlbgnlr.aeM1#Ma ' ', ^- Cen.enatbCar 9.4.1..6 PRRerawRe{per Ran", I 1 T......„*y . rmwvYon Co6re I IMP}6rtlsMlee•e me_ebYtOlTeie6 and yq WALE!N PILES 4. 6t Lents OAR.623.11 p:. Other Conservation Lands Figure 3: Preserves and Protected Lands in the Vicinity of Pepper Ranch Preserve n Conservation Collier Program 13 0 �, 16D6 Pepper Ranch Preserve Land Management Plan 1.6 Public Involvement Community involvement in the review of this management plan and all future updates will be coordinated through the general public via public meetings. The community at large will be contacted through direct mailing notices to residents, other preserve managers and businesses within 1,500 feet of the preserve boundaries. Official public notices will be posted on the County website. Staff will seek to coordinate management actions, such as exotic removal and prescribed fires with managers/owners of adjoining public and private lands. The off-road cycling group representing Southwest Florida, the Florida Mudcutters, have been active partners since May 2012. Members have volunteered over 2,000 hours to develop and maintain biking trails in designated locations along the western portion of the preserve. The Caloosa Saddle Club, a local horseback riding group, expressed interest in bringing groups to the Preserve to ride on designated trails. Both groups provided County staff input on the conceptual plan for the trails. Several Boy Scouts have volunteered time and materials to improve the preserve and trail systems such as building picnic tables, kiosks, hitching post, campground design and development and campground fire rings, marking trails and installing bat boxes. 2.0 Natural Resources 2.1 Physiography Pepper Ranch Preserve lies within the Floridian section of the Coastal Plain. The Coastal Plain extends from New Jersey to Texas and was formed mainly from sedimentary rocks deposited in marine environments (U.S. Geological Survey,USGS 2004). 2.1.1 Topography and Geomorphology The site is located in the Southwestern Slope region of the South Florida Water Management District (SFWMD). According to the Florida Geographic Data Layer (FGDL), taken from the USGS Quadrangle Map, the topography of the area is relatively level with an average elevation of twenty feet above sea level and slopes gently southwestward toward the Gulf of Mexico. Surface water percolates directly through the pervious ground or it collects in natural depressions and man-made ditches onsite. In natural areas,when the ground is completely saturated the accumulated surface water will drain offsite through sheet flow. /"•• Conservation Collier Program 14 1 6 0 6 Pepper Ranch Preserve Land Management Plan 2.1.2 Geology The geology of northern Collier County, where the Pepper Ranch Preserve is located, is characterized by complex sequences of interbedded sands, clays, and limestone. Closest to the surface is the Holocene aged Pamlico Sand Formation, approximately ten feet thick and composed primarily of unconsolidated quartz sand and some silt. The Pamlico Sand unconformably overlies the Pleistocene aged Fort Thompson and Caloosahatchee Formations, which vary from a few feet to more than twenty feet in thickness and are characterized by shelly and sandy limestone with vugs and solution cavities (Miller 1986). Below the Fort Thompson and Caloosahatchee Formations are the Ochopee and Buckingham Members of the Pliocene aged Tamiami Formation, which are at least 200 feet thick in the surrounding areas (Oaks & Dunbar 1974). The Ochopee Limestone unconformably overlies the Buckingham Limestone and/or the equivalent Cape Coral Clay. This unconformity marks the bottom of the surficial aquifer separating it from the brackish underlying aquifer below. Then the Hawthorn Formation, rich in phosphate and other heavy minerals (Scott 1988), overlies the Oligocene age Suwannee Limestone and Eocene age Ocala Limestone that form the Floridan Aquifer System in Southwestern Florida. The Pepper Ranch Preserve is located within the Southwestern Slope. Geologically, this is the dominant feature of Collier County (Campbell 1990). Figure 4 provides a current aerial view of the Pepper Ranch Preserve. Conservation Collier Program 15 e . '• 160 6 Pepper Ranch Preserve Land Management Plan General View of Pepper Ranc -,,,,,' ft t .,..,,t .ti„, ,.,,,,,,,,,f(Ire.",,,,ni ,,,h : i d � 4 t. 2,;4Z� titiVMVIlkallatitkl t'll t � � „ i, ,� 1r 1 �5 � -� �� a � z' 1 [ �EIPTERRAW nEIEIWa'rf � �vciat. �` t= , �, -kms ' '. �, il, _ ' <" d ki , �.a.. z A8000 LEGEND spm. v:Ic„..er, ,.. € I I I .._.... Lwx n� ,,,, § SCALE IN FEET pepper Ranch N.IreM aem:mmrm ��_�� •TM Pepper Farus Pntief.e �. - Slate arM Fe0eran .:��-%. Conservation Land N..reg«. Figure 4: Aerial View of the Pepper Ranch Preserve 2.1.3 Soils Mapped soils on this parcel were identified by the Natural Resource Conservation Services (MRCS) as Riviera Copeland fine sand, Oldsmar fine sand, Riviera fine sand, Ft. Drum and Malabar, Chobee Winder and Gator soils, Boca Riviera and Copeland depressional, Tuscawilla fine sand, Winder Riviera Chobee soils depressional, and Pennsuco silt loam(Figure 5). 16 Conservation Collier Program 0 s"{ 160 0 6 Pepper Ranch Preserve Land Management Plan Figure 5: Soil Units on the Pepper Ranch Preserve Pepper Ranch Soils , i, ._ t F O r IP �7 `J ) rte' w,.©®'� CD 0 � I�C\ .4. Q n ' V ........ , 41 t N7149 _ ,,�" n �^ _ g 141 „"- C N. a 70 E .max o 7.) I LEGEND or = SGLE IN FEET Geoprosso Dots Pyceieur b Plows-Pepper Ranch I Sods polygons -nu Popper Rae. e _ Hydric soil .. H,,,,,,. The following soils descriptions comprise the six hydric or depressional soils at Pepper Ranch Preserve. Winder Riviera Chobee soils underlie 17.6% of the Pepper Ranch Preserve and are very poorly drained soils, or depressional soils; they are typical of marshes. These soils under natural conditions remain ponded, i.e. have standing water, for 6 months or more during most years. Examples of natural vegetation found on these soils include: sawgrass, maidencane, pickerelweed, fireflag, willow, and other wetland plants (Liudahl et al. 1990). Riviera Copeland fine sand, which underlies 13.3% of the Pepper Ranch Preserve, is another hydric or depressional soil found on the preserve. They are a poorly drained soil and are typical of sloughs and cypress swamps. During times of high rainfall, the soils are covered by shallow, slowly moving water for about 7 days. Otherwise during most of the wet season, under natural conditions, the seasonal high-water table is within a depth of 12 inches for 3-6 months; and for the remainder of the year the water table is below a depth of 12 inches receding to 40 inches or below during extended dry periods (Liudahl et al. 1990). Chobee Winder and Gator soils comprise 7.4% of Pepper Ranch Preserve. They are very poorly drained soils found in depressions and marshes. Under natural conditions these soils are ponded for 6 months or more of the year, for most years. The water table recedes to within 12 inches the remainder of the year and down to 12-40 inches during extended dry periods. Natural vegetation consists of pickerelweed, maidencane, rushes, fireflag, sawgrass, willow, and a few cypress trees (Liudahl et al. 1990). Pennsuco silt loam is a poorly drained soil Conservation Collier Program 17 0 160 O Pepper Ranch Preserve Land Management Plan found on low prairies and it comprises 4.1% of the soils found at Pepper Ranch Preserve. Under natural conditions, the seasonal high-water table is within a depth of 12 inches for 4-6 months during most years. A few inches of water is above the surface during extremely wet periods. Natural vegetation typically consists of sawgrass, reeds, scattered areas of cypress, maidencane, needlegrass, sedges, wax myrtle, and other wetland plants (Liudahl et al. 1990). The Boca, Riviera and Copeland map unit is a hydric soil that comprises 2.8% of the soils found at Pepper Ranch Preserve. It is found in depressions, cypress swamps, and marshes. Under natural conditions, these soils are ponded for 6 months or more each year. During the remainder of the year the water table is within a depth of 12 inches, and it recedes to a depth of 12-40 inches during extended dry periods. The natural vegetation consists mostly of cypress, pickerelweed, rushes, fireflag, sawgrass, and willow (Liudahl et al. 1990). Only a small percentage of the soils at Pepper Ranch Preserve are Riviera fine sand(0.1%), which is a poorly drained soil found in sloughs and broad, poorly defined drainageways. Under natural conditions, the seasonal high-water table is within a depth of 12 inches for 3-6 months during most years. During the other months, the water table is below a depth of 12 inches, and it recedes to a depth of more than 40 inches during extended dry periods. During periods of high rainfall, the soil is covered by shallow, slowly moving water for about 7 days. Natural vegetation found on these soils consists of scattered areas of South Florida slash pine, cypress, cabbage palm, wax myrtle, sand cordgrass, gulf muhly, blue maidencane, South Florida bluestem, and chalky bluestem(Liudahl et al. 1990). The following soils descriptions comprise the three non-hydric soils found at Pepper n Ranch Preserve. Tuscawilla fme sand underlies 30.5%of the Pepper Ranch Preserve and is a non-hydric or non-wetland soil association found in areas typical of flatwoods and hammocks. Under natural conditions, the seasonal high-water table is at a depth of 6-18 inches for 1-6 months during most years. The remainder of the year the water table is below 18 inches. During times of drought, the water table can recede to a depth of greater than 40 inches. Natural vegetation consists of oak, cabbage palm, red maple, red bay, South Florida slash pine, wax myrtle, maidencane, and chalky bluestem (Liudahl et al. 1990). Oldsmar fme sand underlies 18.2% of the Pepper Ranch Preserve and is also a non-hydric soil. Oldsmar fme sand is a nearly level and poorly drained soil found in pine flatwoods. During extended dry periods, the water table may recede to a depth of 40+ inches, but under natural conditions, the seasonal high-water table is between a depth of 6-18 inches. Flora typically associated with this soil type includes South Florida slash pine, cabbage palm, saw palmetto and wax myrtle (Liudahl et al. 1990). Fort Drum and Malabar fine sands are non-hydric soils typically found on ridges adjacent to sloughs. These soils comprise 4.6% of the soils at Pepper Ranch Preserve. Under natural conditions, the seasonal high-water table is at a depth of 6-18 inches for 1-6 months during most years. During the remainder of the year, the water table is below a depth of 18 inches, and it recedes to a depth of more than 40 inches during extended dry periods. Natural vegetation found on these soils is generally South Florida slash pine, saw palmetto, live oak, cabbage palm, wax myrtle, chalky bluestem, creeping bluestem, low panicum and pineland threeawn(Liudahl et al. 1990). Conservation Collier Program 18 p 1 6 0 6 Pepper Ranch Preserve Land Management Plan 2.1.4 Hydrology/Water Management Near the surface, the aquifer is highly permeable and the groundwater flows toward the west. However, permeability decreases downward from a porous limestone into poorly indurated sandstone cemented by micrite. The aquifer grades from freshwater downward into brackish water due to the proximity of the Gulf of Mexico to the west and the brackish water in the intermediate aquifer made primarily of Miocene aged sediments. Below that, the Hawthorne formation typically marks the upper boundary of the Floridian aquifer, which is contained within the underlying Oligocene age Suwannee Limestone (Lodge 2005). There are numerous ditches and berms at Pepper Ranch Preserve that are associated with the former agricultural activities. There are also elevated roads with associated ditches that run through the center of the preserve,initially in an east-west direction,then running north-south all the way to the southwestern portion of the preserve (see Figure 6 for land use and cover map). These ditches and berms are likely affecting the hydrology of the wetlands in which they connect. The Surficial Aquifer is an aquifer close to the surface and unconfined, typically associated with the groundwater table. This aquifer is generally limited to smaller uses such as household or small agricultural uses. The Lower Tamiami aquifer is below this aquifer and is recognized as being useful for long-term water needs. According to the SFWMD's technical publication 95-02 (Fairbank & Hohner 1995), the Surficial Aquifer recharge capacity on the Pepper Ranch Preserve is moderate at 43 to 56 inches annually, with parts of the eastern portion of the preserve exhibiting a recharge capacity of less than 43 inches annually. The Lower Tamiami Aquifer recharge capacity on the preserve is relatively low ranging from less than 7 inches and up to 14 inches annually. 2.2 Climate The Pepper Ranch Preserve is located in an area of Florida where humid subtropical and tropical savanna climatic patterns overlap, with temperatures moderated by winds from the Gulf of Mexico and the Atlantic Ocean. Sharply delineated wet and dry seasons and average monthly temperatures greater than 64°Fahrenheit characterize a tropical savanna climate. Monthly rainfalls may exceed ten inches during the wet season. On the other hand, humid subtropical climates typically show less extreme rainfall fluctuations between wet and dry seasons and average monthly temperatures are less than 64° Fahrenheit in some months. The average annual temperature for the coastal portion of Collier County is approximately 75° Fahrenheit. The warmest months are usually July and August. The humidity is high during these months but frequent afternoon thunderstorms prevent excessively high temperatures. Two-thirds of the annual rainfall occurs in the wet season from May to October. Thunderstorms are frequent during the wet season, occurring every two out of three days between June and September. Rainfall records for the area indicate that there is not significant variation in the annual rainfall throughout much of the county; however, large variations often occur during a single year. The Atlantic hurricane season extends from June through November with peak activity Conservation Collier Program 19 PrJ6; 1 6 13 6 Pepper Ranch Preserve Land Management Plan occurring in September and October when ocean temperatures are highest. 2.3 Natural Plant Communities A plant community refers to the suite of floristic species that form the natural vegetation of any place. In addition to anthropogenic influences, the combination of factors such as geology, topography, hydrology, underlying soils and climate determine the types of plants found in an area. These plants, in turn determine the animal species that may be found there. The description or classifications of these floral communities differ by agency and are based on an agency's goals and objectives for identifying plant communities. As some categorizations are broad (e.g., forest) while others are specific (e.g., mesic pine flatwoods), determining how each organization classifies a community may be difficult. The plant communities observed on the Pepper Ranch Preserve are presented using the Florida Land Use, Cover and Forms Classification System (FLUCFCS) created by the Florida Department of Transportation (1999). This system classifies all land uses including plant communities. These classifications were then translated to the Florida Natural Areas Inventory(FNAI) classifications. The Guide to the Natural Communities of Florida (1990) was utilized to convert from FLUCFCS to FNAI designations. In the fall of 2009 Johnson Engineering ecologists mapped the vegetation communities and other land uses found on the Pepper Ranch Preserve using the FLUCFCS designations. There are 25 distinct plant communities/land uses on the preserve. Some of these land uses are further described as disturbed and/or by the level of invasive exotic plants they exhibit. The number 9 qualifier in the FLUCFCS code represents a disturbance in the plant community, generally due to a hydrologic impairment and in some cases the disturbance is from a cleared understory. The letter E qualifier represents the level of invasive exotic vegetation present by percent cover. Table 3 summarizes the plant communities mapped for the Pepper Ranch Preserve in 2009. The table also provides a brief description of each FLUCFCS code. Figure 6 visually depicts these land cover designations from 2009. Due to the size of Pepper Ranch Preserve, a 2'x3' map of the land cover designations for 2009 is provided in Appendix 2. Table 3:Extent of Florida Land Use,Cover and Forms Classification System(FLUCFCS) Designations from 2009 on the Pepper Ranch Preserve FLUCFCS wetland Acreage Code Description Status N 5.63 211 Improved pasture N 619.26 N 0.38 , 3109 Upland prairie,disturbed N 3.73 N 37.35 310E2 Upland prairie,disturbed,exotics 25-49% N 4.01 Conservation Collier Program 20 U 160 6 Pepper Ranch Preserve Land Management Plan Table 3:Extent of Florida Land Use,Cover and Forms Classification System(FLUCFCS) Designations from 2009 on the Pepper Ranch Preserve(continued) FLUCFCS Code Description Wetland Acreage Status g 3209 Upland shrub,disturbed N 3.53 4 II Pine flatwoods . 149.95 4119 Pine flatwoods,disturbed N 40.80 4119E1 Pine flatwoods,disturbed,exotics 5-24% 144 411.1rPine flatwoods,disturbed,exotics 25-49%',, N 27.45. 4119E4 Pine flatwoods,exotics 75-100% N 69 Brazilian pepper non hydric N 1.15 427/428 Oak/Cabbage palm N I 1.22 427E1 Oak,exotics 5-24% ,,.r „diwril„ 7 428E1 Cabbage palm,exotics 5-24% N 3.82 428E3 Cabbage palm,exotics 50-74% N 4.31 Oak,slash pine,cabbage alm 9 . 4349 Oak,slash pine,cabbage palm,disturbed N 1.99E 4349E1 Oak,slash pine,cabbage palm,disturbed,ex+tics 5-24°1° : 149.74 4349E2 Oak,slash pine,cabbage palm,disturbed,exotics 25-49% N 8.S6 434E Oak,slash pine,cabbage palm,burned _ — 437 Australian pine N 1.15 743 Spoil N 1.24 743E4 Spoil,exotics-5 1,i,);o N 9.49 ` Fra 4 +a+,:graded and Trained N 211 8146 Primitive trail N 4.90 512 Ditches OSW 3 512E4 Ditchs, exuti., I ,l' t 6,\\„ 0.66 errowpond ---— OSW i 2111-I Improved pasture,hydric W I 47.70 Table 3:Extent of Florida Land Use,Cover and Forms Classification System(FLUCFCS) Designations from 2009 on the Pepper Ranch Preserve(continued) FLUCFCS FLUCFCS Code FLUCFCS FLUCFCS Code Code Code 6151 lied maple swamp W 76.56 6152 Pop ash swamp 41 15.05 6162 Pond apple de°,pres°siion.� � . _v a r W 71-.x',' 6169E1 Pond apple,laurel oak,cabbage palm,disturbed,exotics 5-24% tk 0.83 6189 Willow/shrub wetland,disturbed W 5.44 6192 Brazilian pepper,hydric W 4.26 Conservation Collier Program 21 16D 6 Pepper Ranch Preserve Land Management Plan 621 " Cypress Cypress,pine,cabbage palm W 2.51 624E1 Cypress,pine,cabbage palm,exotics 5-24° W 4 �T.e��.in�i i.,��. I tip, W 145.46 630E1 Wetland forested mix,exotics 5- 24% W `31 C.in LID 1\01c11,,i W 243.38 6y 319E1 Shrub wetland,disturbed,exotics 5-24% W 12.26 6319E2 Shrub wetland,disturbed,exotics 25-49% W 0.56 i 3 q 1y35 641 Freshwater marsh W 42.60 .,, rxterarsd1 = W 44.83 6419E1 Freshwater marsh,disturbed,exotics 5-24% W 70.99 6419E3 Freshwater marsh,disturbed,exotics 50-74% W 5.92 641E2 Freshwater marsh,exotics 25-49% W 26.37 at p t t res WateVt1 e i,{., 643 Wet prairie W 5.21 m., et" rairte dtsCuTbe ,l iiC,05k.% ^ W "*".."s 643E1 Wet prairie,disturbed,exotics 5-24% W 0.49 Total 2510.01 W—wetland N—non-wetland OSW—other surface water Conservation Collier Program 22 t : , 1 z 1 6 0 6 ...,t E z cst O)d E.; s 0 z Q QC C 2 0 L 2 +� . !, -' I I' ; i 1r ry to t F - , t,., f,t- fi E E E,u. [ i --I it, ' t , ... ti �{! y� s � � ou--4n t- ! I 0. #�- 4:4"�` r R cr S rs c, g. ti c. o cu CL / µ1 U U C a M ta , a� y .r o .24 'A ury t 8— o M cv II ct tJl W a 1- s O Z o g - ,,•,' L. UY z o 0 ‘,„ 16D 6 Pepper Ranch Preserve Land Management Plan The vegetation classification scheme of the FNAI and the Florida Department of Natural Resources (FDNR) (1990) are presented in Table 4. This table is based on the natural plant communities observed on the Pepper Ranch Preserve. The following subsections (2.3.1 - 2.3.6) provide information about the natural plant communities observed on the preserve according to their FNAI designations. Subsection 2.3.7 describes the altered communities found at Pepper Ranch Preserve. Figure 7 visually depicts the FNAI designations for the preserve based on the 2009 field verifications. Due to the size of Pepper Ranch Preserve, a 2'x3' map of the FNAI designations is provided in Appendix 3. Table 4: Summary of Natural Communities on the Pepper Ranch Preserve FNAI Natural Global State Percent Comments Community Rank Rank Cover Type Bottomland forest G4 S3 9.87% Also called bottomland hardwoods and mesic hammock De.ression marsh G4 S4 14.09% Al s .11-. i .1. -s "-tl.1 . . . -. - - .1 .. . D .rairie G2 S2 1.94% Also called.almetto .rairie Mesic flatwoods G4 S4 8.97% Also called sine flatwoods Prairie Hammock G3 S3 0.83% Also called.aim/oak hammock and h dric hammock Slow G3 S3 10.25% Strand swam. G4 S4 3.28% Also called c press strand Us land mixed forest G4 S4 18.56% Also called usland hardwood and mesic hammock r� Wet flatwoods G4 S4 1.74% Also called h dric flatwoods G3 S2 0.53% Also called savannah and coastal .rairie 1 70.06% of Pepper Ranch Preserve is comprised of natural communities. The remaining 29.94% is comprised of altered communities as described in subsection 2.3.7. Definition of Global(G) element ranks: G2 = Imperiled globally because of rarity (6-20 occurrences or very little remaining area, e.g., <10,000 acres) or because of some factor(s) making it very vulnerable to extinction throughout its range; G3 = Either very rare and local throughout its range or found locally (even abundantly at some of its locations) in a restricted range or because of other factors making it vulnerable to extinction throughout its range, 21 to 100 occurrences; G4 = Apparently secure globally, though it may be quite rare in parts of its range, especially at the periphery. Definition of State(S) element ranks: S2 = Imperiled in state because of rarity(6-20 occurrences or little remaining area) or because of some factor(s) making it very vulnerable to extinction throughout it range; S3 = Rare or uncommon in state(on the order of 21 to 100 occurrences); S4 = Apparently secure in state, although it may be rare in some parts of its state range. Conservation Collier Program 24 Ol „,_ 6 , . . . 160 , , ,....z ..., t d /", ,:„y t U Y N N uk IIIIlI11111 11IHIIHIIH11 g 11!1- I W W LL Imo - O W J U N 0 5i ''+'' O ,''t _1 G F:::- .' `' \t y t a. • 0.0 „ei- ::. --4 ''''''' tkZIkl` .,:V t;f. 45 Ca w C61 0.-„x d o p iz 1 L , { If a \\\ W11.1 s ,kl, 8—w Z r n ( a c ti . x a n t o— c61., m Px,u'RJNAsi6.,e\000-E608600Z1utukloidll0 tld,l } `J w v 1606 6 Pepper Ranch Preserve Land Management Plan 2.3.1 Uplands: Upland Mixed Forest The upland mixed forest community comprises approximately 18.56% of the Pepper Ranch Preserve, the largest acreage of which is located primarily in the southwestern portion of the preserve but also occurs throughout the preserve in smaller acreages (Figure 7). Upland mixed forests in south Florida are also known as upland hardwoods, mesic hammocks, prairie hammocks, xeric k hammocks, hydric hammocks (FNAI 1990) and mesic temperate hammocks (USFWS R� 1999). This plant community at V r t; Pepper Ranch Preserve is �r characterized by live oaks • (Quercus virginiana) and laurel it. oaks (Quercus laurifolia) (both { hardwood species), south Florida .; '7 ` �� slash pine (Pinus elliottii var. , y densa), cabbage palms (Sabal palmetto), and some cypress Upland Mixed Forest Community within Pepper Ranch Preserve (Taxodium spp.) and strangler Photo by Johnson Engineering,Inc. figs (Ficus aurea), that together generally form a closed canopy. The midcanopy includes myrsine (Myrsine guainensis), dahoon holly(Ilex cassine) and wax myrtle (Myrica cerifera). The plant species found in the understory are mainly native species including blue maindencane (Amphicarpum muhlenbergianum), foxtail grass (Setaria sp.), carpet grasses (Axonopus spp.), slender goldenrod(Euthamia caroliniana), musky mint(Hyptis alata), chocolate weed(Melochia corchorifolia), swamp fern (Blechnum serrulatum), capeweed (Phyla nodiflora), wild coffee (Psychotria nervosa) and varying densities of the invasive exotic torpedo grass (Panicum repens). Originally in the disturbed portions of this community, Brazilian pepper (Schinus terebinthifolius) comprised up to 24% of the midcanopy otherwise it is present at less than 5% coverage. In the herbaceous layer of the disturbed areas of this community there were significant levels (26-50% coverage) of caesarweed (Urena lobata) and some (1-5% coverage) dogfennel (Eupatorium capillifolium). These areas have been treated several times since acquisition, however a significant seed source exists. Ongoing maintenance is being conducted on an annual or bi-annual basis. The closed canopy and abundant hardwood mast provided by this plant community attract wildlife species seeking food, cover, roosting, and nesting sites. Additionally, these areas are ideal stopover areas for migratory passerines. Since these communities occur on relatively well-drained sites, they are also attractive for human habitation and recreational uses. These anthropogenic uses have increased the number of invasive plant and animal species in these areas and have resulted in degraded hardwood forests throughout the state(USFWS 1999). Conservation Collier Program 26 0 1 6 0 Pepper Ranch Preserve Land Management Plan 2.3.2 Wetlands:Depression Marsh Depression marsh, also known as freshwater marsh, isolated wetland, or ephemeral pond, comprises approximately 14.09% of the Pepper Ranch. Even though these wetlands are present throughout the preserve, they are more prevalent in the central portion of the preserve and eastward to the property boundary. Freshwater marshes are often scattered among upland, pine flatwoods communities as is the case at Pepper Ranch Preserve. Only 12% of this plant community at Pepper Ranch Preserve appears to be hydrologically undisturbed. This determination was made solely by observing -, �� , > the plant composition in the disturbed marshes, which consisted of varying levels of upland and transitional species, nuisance and invasive exotic species, as well as by noting the relatively low water levels or lack thereof in comparison to the seemingly undisturbed marshes. Further hydrologic investigations Depression Marsh Community within Pepper Ranch Preserve would be necessary to Photo by Johnson Engineering,Inc. determine if hydrology was the actual cause of the noted disturbance. Native plant species found within this plant community included maidencane (Panicum hemitomon), Southeastern sunflower (Helianthus agrestis), blue maidencane, American cupscale (Sacciolepis striata), pickerelweed (Pontederia cordata), alligator flag (Thalia geniculata), swamp fern , sawgrass (Cladium jamaicense), narrowfruit horned beaksedge (Rhyncospera inundata), southern beaksedge (Rhyncospora microcarpa), pale meadowbeauty (Rhexia mariana), bulltongue arrowhead (Sagittaria lancifolia), musky mint, Virginia buttonweed (Diodea virginiana), common buttonbush (Cephalanthus occidentalis), lemon bacopa (Bacopa caroliniana), spikerushes (Eleocharis spp.), American white waterlily (Nymphaea odorata), broomsedge bluestem (Andropogon virginicus), sand cordgrass (Spartina bakeri), redtop panicum (Panicum rigidulum), and corkwood (Stillingia aquatica). The nuisance and invasive exotic plant species observed in this community include torpedo grass, dog fennel, caesarweed , Southern crabgrass (Digitaria ciliaris), tropical soda apple (Solanum viarum), alligator weed (Alternanthera philoxeroides), Brazilian pepper, melaleuca (Melaleuca quinquenervia), Peruvian primrosewillow(Ludwigia peruviana), and valamuerto (Senna pendula var. glabrata). Conservation Collier Program 27 160 6 Pepper Ranch Preserve Land Management Plan In Florida, these marshes are influenced by their subtropical location, fluctuating water levels, frequency and intensity of fire, organic matter accumulation and hard water (Kushlan 1990). These factors, combined with the dominant species found within a marsh, dictate the category within which the marsh is placed. Six major categories of freshwater marshes are recognized in Florida. The marshes in the Pepper Ranch Preserve are generally within the "flag marsh" category. These marshes usually have a moderate (flooded 6 to 9 months) hydroperiod, a moderate (about once every ten years) fire frequency and moderate to high (usually less than one meter deep to over a meter deep) accumulation of organic material (Kushlan 1990). 2.3.3 Wetlands:Slough Sloughs are generally abundant throughout Florida and at Pepper Ranch Preserve this community comprises 10.25%of the preserve. It is located almost entirely in the western portion of the preserve, and most of this community extends onto the adjacent CREW land. According to the FNAI Guide to the ' ,�; . • vim , �{. Natural Communities of Florida . , (1990), sloughs are characterized asp ; ,1'rift �� broad shallow channels, inundated .- • ;_ >>° 4y with flowing water except during -, . iz , extreme droughts. They are the *.. ' ! ' `, > deepest drainageways within strand c f , � ' - 'k� swamps and swale systems. The '^,. � .y ,It , ' • vegetation structure of sloughs is ; variable but at Pepper Ranch Preserve # it is characterized, in general, byt Carolina willow (Salix caroliniana), which is dominate, Carolina (pop) ash (Fraxinus caroliniana). Sawgrass, 1 t bog hemp (Boehmeria cylindrica) and climbing hempweed (Mikania scandens) were some of the herbaceous species observed in the understory. The canopies formed in these sloughs, especially in south Florida, are ideal moist, warm habitats for rare and endangered tropical epiphytes. Many Slough Community within Pepper Ranch Preserve Caribbean species that occur in this Photo by Johnson Engineering,Inc. community are virtually never encountered in other Florida habitats. Pond apple branches are often heavily loaded with epiphytic orchids, bromeliads, and ferns. Typical animals include ribbon snake, cottonmouth, opossum, gray squirrel, black bear, raccoon, mink, otter, Florida panther, and white-tailed deer(FNAI 1990). Conservation Collier Program 28 0 1.. 6 0 6 Pepper Ranch Preserve Land Management Plan Sloughs often occur over the lowest part of linear depressions in the underlying limestone bedrock. The peat soils found in sloughs can be destroyed by catastrophic fires that often occur during droughts. The typical hydroperiod in this community is at least 250 days per year. Sloughs are often found in association with cypress swamps and may also occur in floodplain swamps and basin swamps(FNAI 1990). Sloughs are extremely vulnerable to hydrologic disturbance and must have a reliable, quality water source to persist. The lack of invasive plant species observed in this community at Pepper Ranch Preserve is indicative of a high-quality system. 2.3.4 Wetlands:Bottomland Forest This community at the Pepper Ranch Preserve appears in association with Lake Trafford along the southern perimeter of the preserve, and with the large slough occurring on the western portion of the preserve. This natural community covers 9.87% of the preserve. Bottomland forest is characterized as a - low-lying, closed-canopy forest of tall, ie` 4 4. X t %t h; straight trees with either a dense ' gid , . `~ 1.. 3. , ,"i\`"'`":A shrubby understory and little ground > 1,,p-;'x= t •:04 cover, or an open understory and ground : 4`0tp i-;- P j cover of ferns, herbs, and grasses (FNAI • . ' . "'k.,. I , -1-t .,. ,.. 1990). At Pepper Ranch Preserve the ,. ty ) V'. a` 7;; ,....,latter is most often observed with red '`: : ?, . �' °+ maple (Acer rubrum) as the dominate `t canopy tree, some buttonbush in the midcanopy and sawgrass, alligator flag, ' ' .• 'i , ' swamp fern, and cinnamon fern t-= I (Osmunda cinnamomea) in the 1 '' . • ' t '.1r • t: understory. �' t ..i_ '> ' The canopy of these forests is dense and :wJ',-` closed, except during winter in areas t ' :''. ' ' where deciduous trees predominate, as in Pepper Ranch Preserve. The air movement and light penetration are thus generally low,making the humidity high and relatively constant. Because of these characteristics, bottomland forests Bottomland Forest Community rarely burn. This is also a very stable within Pepper Ranch Preserve Photo by Johnson Engineering,Inc. community that requires a hundred years or more to mature. Nearly all bottomland forests in Florida have been logged, which often leaves long-lasting scars from soil disturbance (FNAI 1990). Conservation Collier Program 29 a) 0 k ,,,, . _ _4. , , ,, ., , 16D 6 Pepper Ranch Preserve Land Management Plan 2.3.5 Uplands:Mesic Flatwoods The pine flatwoods community comprises approximately 8.97% of the Pepper Ranch Preserve. This plant community is located predominately in the central and eastern portions of the preserve. Pine flatwoods are one of the most wide-ranging terrestrial plant communities in Florida and consequently one of the most influenced by anthropogenic activities (Abrahamson & Hartnett 1990). Fire strongly influences the community structure and composition of this community. The term pine flatwoods is a general categorization of areas that are dominated by various species of pine (Pinus spp.) trees. Pine flatwoods may be found in mesic flatlands where the landscape is made up of flat, moderately well drained sandy substrates with a mixture of organic material, often with an underlying hard pan layer. An open canopy forest of widely spaced pine trees with little or no understory but a dense ground cover of herbs and shrubs characterize natural,mesic flatwoods that have been burned regularly(FNAI 1990). -; -� . I. .:� -4 i The U.S. Department of 47, _' Agriculture (USDA) NRCS + '�` classification system refers to these areas as South Florida }' flatwoods. South Florida r �* flatwoods are typically savannas, �. ' C; `i ? -' a type of plant community � , ,, `''.,.c intermediate between forest and grassland. Mesic pine flatwoods are also called mesic flatwoods, pine savanna, cabbage palm savanna, and pine barrens. The flatwoods at Pepper Ranch are characterized by a south Florida slash pine Mesic Flatwoods Community within Pepper Ranch Preserve dominate canopy with some live Photo by Steven W.Woodmansee oaks, wax myrtle and saw palmetto (Serenoa repens) in the subcanopy, and a myriad of herbs and forbs forming the ground cover, such as: swamp fern, grape vine (Vitis rotundifolia), American beautyberry (Callicarpa americana), tall elephant's foot (Elephantopus elatus), greenbrier (Smilax sp.), caesarweed, and tick- trefoil(Desmodium sp.). Mesic flatwoods provide essential forested habitat for a variety of wildlife species including Neotropical migratory birds, wide-ranging large carnivores, mid-sized carnivores, ground-nesting vertebrates,tree-cavity dependent species, tree-nesting species and non-aquatic plant life. "At the current rate of habitat conversion, the mesic pine flatwoods, once the most abundant upland habitat in South Florida, is in danger of becoming one of the rarest habitats in South Florida" (USFWS 1999c). Conservation Collier Program 30 0 1606 Pepper Ranch Preserve Land Management Plan 2.3.6 Other Natural Communities All other natural communities (strand swamp, dry prairie, wet flatwoods, prairie hammock, and wet prairie) at the Pepper Ranch Preserve collectively cover less than 9% of the preserve. { Strand swamp is most commonly known as cypress swamp and it is strictly found in the western portion of `,a t I • Pepper Ranch Preserve in association with the slough ` f natural community. The typical vegetation found in this , community at Pepper Ranch Preserve includes: cypress (Taxodium ascendens) in the canopy, Carolina (pop) ash in the midcanopy, and the understory is mainly open water with some alligator flag, pickerelweed, and • sawgrass. 1 The dry prairie community at Pepper Ranch Preserve is located in the extreme southwest and eastern portions of the preserve. Portions of this community exhibit no canopy, but where a canopy is present it is at less than Strand Swamp Community within 10% coverage and is made upof south Florida slashpine Pepper Ranch Preserve g Photo by Johnson Engineering,Inc. and cabbage palms. The midcanopy appears to have been cleared at one time and now consists mainly of saw palmetto and wax myrtle. The understory is dominated by bahiagrass (Paspalum notatum), and other grasses and herbs present including: blue maidencane, torpedo grass, knotroot foxtail (Setaria parviflora), big carpetgrass (Axonopus furcatus), chocolate weed, tall elephant's foot, tick- trefoil, musky mint, netted pawpaw (Asimina reticulata), slender goldenrod, wire grass (Aristida stricta), and a variety of sedges. The disturbed portions of this Dry Prairie Community within Pepper Ranch Preserve community located in the eastern part of Photo by Johnson Engineering,Inc. the preserve exhibit less native plant diversity, which has been replaced by cogongrass (Imperata cylindrica), smutgrass (Sporobolus indicus), Peruvian primrose willow, Caesar's weed, and Brazilian pepper. The disturbance to the portions of this community located in the southwestern part of the preserve appears to be due to a cleared canopy. The invasive plants in these areas have been treated several times since acquisition, however a significant seed source exists. Ongoing maintenance is being conducted on an annual or bi-annual basis. Conservation Collier Program 31 0 t 160 6 Pepper Ranch Preserve Land Management Plan The wet flatwoods of Pepper Ranch Preserve are exclusively found in the western portion of the preserve '. r... and they exhibit cypress, south Florida slash pine and r ' 41 cabbage palms in the canopy, little to no midcanopy . ' '' Ilk _. r.. aand an understory similar to the adjacent strand swamp ' "" ', community. ' '.--a"--- - ii•qi..1. The prairie hammocks at Pepper Ranch Preserve are an upland community comprised of predominately live 44 a oaks and cabbage palms in the canopy and a midcanopy and understory similar to the upland mixed forest as described above. , rj l '.. ii �b ' t � 4 '* v. Wet Flatwoods Community within r 4 , Pepper Ranch Preserve ,� it - Photo by Steven W.Woodmansee si P ' >', --\ There are only four small areas of wet ., P •--,m ,' prairie at Pepper Ranch Preserve . ., located in the southwestern portion of it",Z54 the preserve and they exhibit the .,..- - "--- Nicer Prairie Hammock Community ;; within Pepper Ranch Preserve `"; Photo by Johnson Engineering,Inc. following plant species: blue maidencane, sand cordgrass, corkwood,broomsedge bluestem,haspan flatsedge (Cyperus haspan), spadeleaf (Centella asiatica), cypress witchgrass (Dichanthelium ensifolium var. unciphyllum), southern umbrellasedge (Fuirena scirpoidea), maidencane, narrowfruit horned beaksedge, narrowleaf blue- eyed grass (Sisyrinchium angustifolium). Portions of this community also have the invasive exotic torpedo grass, up to 50% coverage, and the remaining portions are free of invasive exotic vegetation. These invasive plant areas have been Wet Prairie Community treated several times since acquisition, however a within Pepper Ranch Preserve significant seed source exists. Ongoing Photo by Johnson Engineering,Inc. maintenance is being conducted on an annual or bi- annual basis. Conservation Collier Program 32 1 6 D Pepper Ranch Preserve Land Management Plan 2.3.7 Altered Communities The most common community at Pepper Ranch Preserve is the improved pastures, which is an altered community; they comprise 26.57% of the preserve. The majority of the pastures exhibit upland grass and forbs species dominated by bahiagrass with a mixture of the following species: limpograss (Hemarthria altissima), ragweed (Ambrosia artemisiifolia), dogfennel, smutgrass, bushy bluestem (Andropogon glomeratus var. hirsutior), tick-trefoil, capeweed, creeping woodsorrel (Oxalis corniculata), rabbitbells (Crotalaria rotundifolia), flatsedges, torpedo grass, purple thistle (Cirsium horridulum), knotroot foxtail, big carpetgrass, woodland false buttonweed (Spermacoce assurgens), and crabgrass. Most of the pastures at Pepper Ranch Preserve are rimmed with large Brazilian pepper trees associated with Improved Pastures within Pepper Ranch Preserve ditch/berm and fence lines. In the far Photo taken by Johnson Engineering,Inc. western portion of the preserve there is a hydric pasture that exhibits more wetland species than the other pastures and the underlying soils are hydric soils. There is a midcanopy in the hydric pasture of pop ash, Brazilian pepper, and Carolina willow. The herbaceous layer consists of southeastern sunflower, torpedo grass, bushy bluestem, spadeleaf, Virginia buttonweed,blue mistflower(Conoclinium coelestinum), musky mint, and southern beaksedge. Three oil fields are located adjacent to the hydric pasture at Pepper Ranch Preserve, two of which are currently in operation. An elevated, graded shell road traverses the preserve and provides access to the oil fields in the western portion of the preserve. There are also numerous primitive roads and trails that provide access to the pastures and to the lodge; the latter is located in the southeastern portion of the preserve. Ditches are typically associated with the roads, trails, oil fields and pastures of the preserve. A few borrow ponds are scattered throughout the preserve, usually located within pastures to provide water for the cattle. These borrow ponds typically have spoil piles, some of which are covered with Brazilian pepper. There are only a few areas where exotics have formed a monoculture. The largest of these areas is located at the southern end of a large depression marsh in the north portion of the preserve where there is a hydric Brazilian pepper monoculture (4.26 acres). In the southeastern portion of the preserve there were two small pockets of mature suckering Australian pines (Casuarina glauca) totaling 1.15 acres. These areas have been treated several times since acquisition, however a significant seed source exists. Ongoing maintenance is being conducted on an annual or bi-annual basis. Conservation Collier Program 33 160 Pepper Ranch Preserve Land Management Plan 2.4 Native Plant and Animal Species The Pepper Ranch Preserve is composed of several upland and wetland natural communities as well as altered communities such as the dominant feature, the improved pastures. This section discusses the flora and fauna observed within these communities and the next section(2.5) discusses all listed species in greater detail. 2.4.1 Plant Species To date, 416 plant species have been recorded at the preserve (Appendix 4). A comprehensive plant survey was conducted in September 2009 by botanist Steven W. Woodmansee of Pro Native Consulting. An additional survey of Pepper Ranch Preserve was conducted in May of 2010 to capture species in bloom that might have been missed during the fall survey. Of these 416 species, 334 (80%) are native to Florida and 82 are non-native(20%). Of the 82 non-native species, 32 are listed on Florida Exotic Pest Plant Council's (FLEPPC) 2017 List of Invasive Plant Species (24 Category I and 8 Category II). 2.4.2 Animal Species When this original plan was written, there were limited surveys conducted specifically for the occurrence of animal species (in contrast to plants) and the lack of on-site staffing, little was recorded for actual occurrences of animals at the Pepper Ranch Preserve. Occurrences of fauna at the preserve were based on direct visual and aural observations n made by staff, Johnson Engineering ecologists, and Pro Native Consulting biologist during site visits or evidence of activity such as spoor, scat, or burrows, and from the site information available in documents such as the site's initial criteria screening report, the property's interim management plan and anecdotal information from persons with knowledge of the site. Since acquisition, numerous wildlife cameras have been deployed throughout the preserve and frog and bird surveys have been conducted to give us a more complete list. Table 5 provides a comprehensive list of animals, both native and non-native, recorded on the Pepper Ranch Preserve thus far. Table 5: Faunal Species Observed at Pepper Ranch Preserve Common Name Scientific Name Protection Status American Bittern Botaurus lenti:inosus American Kestrel Falco s,arverius American Redstart Seto•ha:a ruticilla American Robin Turdus mi:ratorius Anhin:a Anhin:a anhin:a Audubon's Crested Caracara Pol borus slancus audubonii T FWC USFWS Bald Earle Haliaeetus leucoce•halus Delisted SFWS&FWC Conservation Collier Program 34 G�` a . 1 6 ® 6 Pepper Ranch Preserve Land Management Plan Barred Owl Strix varia Belted Kingfisher Megaceryle alcyon Black Vulture Coragyps atratus Blue-:in Gnatcatcher Polio r Lula caerulea Table 5:Faunal Species Observed at Pepper Ranch Preserve(continued) Common Name Scientific Name Protection Status Blue Jay Cyanocitta cristata Brown Thrasher Toxostoma rufum Carolina Wren Thryothorus ludovicianus Cattle Egret Bubulcus ibis Common Bobwhite Colinus virginianus Common Grackle Quiscalus quiscula Common Moorhen Gallinula chloropus Downy Woodpecker Picoides pubescens Eastern Meadowlark Sturnella magna Florida Sandhill Crane Grus canadensis pratensis T(FWC) Black-Bellied Whistling Duck Dendrocygna autumnalis Gray Catbird Dumetella carolinensis Great Blue Heron Ardea herodias Great Crested Flycatcher Myiarchus crinitus Great Egret Ardea alba Green Heron Butorides virescens Limpkin Aramus guarauna Little Blue Heron Egretta caerulea T(FWC) Loggerhead Shrike Lanius ludovicianus Mourning Dove Zenaida macroura Northern Cardinal Cardinalis cardinalis Northern Mockingbird Mimus polyglottos Northern Parula Parula americana Osprey Pandion haliaetus Pileated Woodpecker Dryocopus pileatus Pine Warbler Dendroica pinus 'Red-bellied Woodpecker Melanerpes carolinus Red-shouldered Hawk Buteo lineatus Red-winged Blackbird Agelaius phoeniceus Roseate Spoonbill Ajaia ajaja T(FWC) Snowy Egret Egretta thula Swallow-tailed Kite Elanoidesforficatus Tree Swallow Tachycineta bicolor Tricolored Heron Egretta tricolor T(FWC) Turkey Vulture Cathartes aura Conservation Collier Program 35 0 Yoz 1 6D 6 Pepper Ranch Preserve Land Management Plan White-eyed Vireo Vireo griseus White Ibis Eudocimus albus Wild Turkey Meleagris gallopavo Wood Stork Mycteria americana T(FWC),T(USFWS) Yellow-crowned Night-Heron Nyctanassa violacea Yellow-rum.ed Warbler Dendroica coronata Table 5: Faunal Species Observed at Pepper Ranch Preserve (continued) Common Name Scientific Name Protection Status Armadillo Dasypus novemcinctus Big Cypress Fox Squirrel Sciurus niger avicennia T(FWC)—not observed by staff Bobcat Lynx rufus Coyote Canis latrans Eastern Cottontail Rabbit Sylvilagusfloridanus _ Feral Hog* Sus scrofa Florida Black Bear Ursus americanus floridanus Florida Panther Puma concolor coryi E(FWC);E(USFWS) Grey fox Urocyon cinereoargenteus Grey Squirrel Sciurus carolinensis Opossum Didelphis virginiana P'\ Raccoon Procyon lotor River otter Lontra canadensis Round-tailed Muskrat Neofiber alleni White-tailed Deer Odocoileus vir:inianus American Alligator Alligator mississippiensis T(FWC);T(USFWS)1 Black Racer Coluber constrictor priapus Brown Anole* Anolis sagrei Brown watersnake Nerodia taxispilota Coral Snake Micrurusfulvius Cottonmouth Agkistrodon piscivorus Diamondback Rattlesnake Crotalus adamanteus Florida Box Turtle Terrapene carolina bauri Florida Softshell Apalone ferox Gopher Tortoise Gopherus polyphemus T(FWC) Green Anole Anolis carolinensis Pigmy Rattlesnake Sistrurus miliarius Snapping Turtle Chelydra serpentina Three-striped Mud Turtle Kinosternon bauri Yellow Rat Snake Ela he obsoleta uadrivittata Barking Tree Frog Hyla gratiosa Conservation Collier Program 36 16136 Pepper Ranch Preserve Land Management Plan Cane Toad* Rhinella marina Cuban Tree Frog* Osteopilus septentrionalis Eastern Nan-ow-mouthed Toad Gastrophryne carolinensis Greenhouse Frog* Eleutherodactylus planirostris Southern Toad Anaxyrus terrestris Green Treefrog Hyla cinerea Little Grass Frog Pseudacris ocularis Oak Toad Anaxyrus quercicus Pig Frog Lithobates grylio Pine Woods Treefrog Hyla femoralis Southern Cricket Frog Acris gryllus Southern Leopard Frog Lithobates sphenocephalus Squirrel Treefrog Hyla squirella List of Abbreviations: FWC=Florida Fish and Wildlife Conservation Commission USFWS =United States Fish and Wildlife Service E=Endangered T=Threatened *- Invasive Exotic Species The Florida Breeding Bird Atlas (FWC 2003) lists 49 avian species that have been recorded as confirmed, probable, or possible breeding in the vicinity of the site(Table 6). The Breeding Bird Atlas documents breeding distributions of all bird species in Florida between 1986 and 1991. Due to the size and diversity of natural communities found at Pepper Ranch Preserve, it is likely several of these species may breed at the preserve. Pepper Ranch Preserve is adjacent to the 5,000 acre Corkscrew Marsh, a freshwater wetland system home to the most historically productive wood stork nesting colony in the nation. The wetland components of Pepper Ranch Preserve provide vital foraging habitat for nesting woodstorks and successfully fledged chicks who utilize the preserve throughout the nesting season and beyond. In addition to contributing to wood stork nesting success in the area, Pepper Ranch Preserve is a priority nesting area for migratory swallow-tailed kites who utilize the property from February-August. In cooperation with FWC CREW WEA biologists, Conservation Collier staff conduct nest search and nest monitoring surveys of swallow-tailed kites on the preserve from February-June. FWC CREW biologists monitored 3 nests on the ranch during the 2016 nesting season, 6 nests in 2017, and 15 nests in 2018 in cooperation with Conservation Collier staff. Pepper Ranch Preserve wetland habitats provide nesting habitat to the Florida sandhill cranes, a species designated as state-threatened by FWC. In the spring of 2018, 5 nesting pairs were noted utilizing the property's freshwater marsh habitats to nest and feed their young. Other wildlife species that have not yet been recorded undoubtedly occur at the Pepper Ranch Preserve. Pepper Ranch is a keystone portion of the Corkscrew Regional Ecosystem Watershed and provides vital 110 Conservation Collier Program 37 . 1 6 0 6 Pepper Ranch Preserve Land Management Plan connectivity and dispersal corridors for wildlife traveling between CREW, Corkscrew,Camp Keis,Panther Refuge,and Big Cypress. Table 6: Breeding Bird Species Recorded in the Corkscrew and Immokalee Quadrangles Encompassing the Pepper Ranch Preserve Common Name Scientific Name Common Name Scientific Name Green Heron Butorides virescens Red-cockaded Woodpecker Picoides borealis Yellow-crowned Nyctanassa violacea Northern Flicker Colaptes auratus Night-Heron Wood Duck Aix sponsa Pileated Woodpecker Dryocopus pileatus Mottled Duck Anas fulvigula Great Crested Flycatcher Myiarchus crinitus Swallow-tailed Kite Elanoidesforficatus Loggerhead Shrike Lanius ludovicianus Red-shouldered Hawk Buteo lineatus White-eyed Vireo Vireo griseus Northern Bobwhite Colinus virginianus Blue Jay Cyanocitta cristata King Rail Rallus elegans Fish Crow Corvus ossifragus Common Moorhen Gallinula chloropus Purple Martin Progne subis Limpkin Aramus guarauna Northern Rough-winged Stelgidopteryx serripennis Swallow Killdeer Charadrius vociferus Tufted Titmouse Baeolophis bicolor Mourning Dove Zenaida macroura Carolina Wren Thryothorus ludovicianus Common Ground-Dove Columbina passerina Blue-gray Gnatcatcher Polioptilia caerulea *Rose-ringed Parakeet Psittacula krameri Northern Mockingbird Mimus polyglottos Yellow-billed Cuckoo Coccyzus americanus Brown Thrasher Toxostoma rufum Barn Owl Tyto alba Northern Parula Parula americana Eastern Screech-Owl Megascops asio Pine Warbler Dendroica pinus Great Horned Owl Bubo virginianus Prairie Warbler Dendroica discolor Barred Owl Strix varia Common Yellowthroat Geothlypis trichas Common Nighthawk Chordeiles minor Eastern Towhee Pipilo erythrophthalmus Chuck-will's-widow Caprimulgus carolinensis Northern Cardinal Cardinalis cardinalis Red-headed Melanerpes Red-winged Blackbird Agelaius phoeniceus Woodpecker erythrocephalus Red-bellied Melanerpes carolinus Eastern Meadowlark Sturnella magna Woodpecker Downy Woodpecker Picoides pubescens Common Grackle Quiscalus quiscula *=non-native species Boat-tailed Grackle Quiscalus major 2.5 Listed Species Official lists of rare and endangered species are produced at the federal level by the USFWS and the National Marine Fisheries Service (NMFS) and at the State level by the Florida Fish and Wildlife Conservation Commission (FWC) and the Florida Department of Agriculture and Consumer Services (FDACS). FNAI produces a list of rare and endangered species, and maintains a database of occurrences of these species in Florida. The Institute for Regional Conservation (IRC) also ranks native plant species by conservation status in the 10-county area of South Florida. The following subsections (2.5.1 and 2.5.2) discuss the listed, rare and protected plant and animal species found within the Pepper Ranch Preserve in detail. Conservation Collier Program 38 0 160 6 Pepper Ranch Preserve Land Management Plan 2.5.1 Listed Plant Species The Florida State Statute titled "Preservation of Native Flora of Florida" (Statute 581.185)provides the following definitions: • Endangered plants mean species of plants native to the state that are in imminent danger of extinction within the state, the survival of which is unlikely if the causes of a decline in the number of plants continue, and includes all species determined to be endangered or threatened pursuant to the federal Endangered Species Act of 1973, as amended,Pub. L. No. 93-205 (87 Stat. 884). • Threatened plants mean species native to the state that are in rapid decline in the number of plants within the state, but which have not so decreased in such number as to cause them to be endangered. • Commercially exploited plants mean species native to the state, which are subject to being removed in significant numbers from native habitats in the state and sold or transported for sale. There are fourteen (14) plant species at Pepper Ranch Preserve that are listed by the FDACS,three (3) as endangered, eight(8) as threatened, and 3 as commercially exploited (Table 7). One species, Tillandsia x smalliana is listed in Table 7 because it is a hybrid between two endangered species but is not itself listed by the FDACS. A brief description of the species listed in Table 7 and their status is included in the following paragraphs. Two (2) additional plant species found at Pepper Ranch Preserve are designated as critically imperiled in South Florida (SF 1) by the Institute for Regional Conservation (IRC). IRC is a not-for-profit organization dedicated to the protection, restoration, and long-term management of biodiversity on a regional basis, and to the prevention of regional extinctions of rare plants, animals, and natural communities. This designation refers to the extreme rarity(five or fewer occurrences, or fewer than 1,000 individuals) of a species, or its extreme vulnerability to extinction due to some natural or human factor. Conservation Collier Program 39 4� 1 6 0 6 Pepper Ranch Preserve Land Management Plan Table 7: Listed Plant Species Detected at the Pepper Ranch Preserve Common Name Scientific Name Status Cardinal airplant Tillandsia fasciculata var.densispica E Giant airplant Tillandsia utriculata E Meadow jointvetch Aeschynomene pratensis E Catesby's Lily Lilium catesbaei T Everglades palm Acoelorraphe wrightii T Leatherleaf airplant Tillandsia variabilis T Long strap fern Campyloneurum phyllitidis T Needleroot airplant orchid Harrisella porrecta T Northern needleleaf Tillandsia balbisiana T Simpson's stopper Myrcianthesfragrans T Twisted airplant Tillandsia flexuosa T Florida butterfly orchid Encyclia tampensis CE Royal fern Osmunda regalis var.spectabilis CE Cinnamon fern Osmunda cinnamomea CE Oak mistletoe Phoradendron leucarpum SF1 Quillwort arrowhead Sagittaria isoetiformis SF1 Reddish wild pine(native hybrid) Tillandsia x smalliana E:Endangered,T:Threatened,CE:Commercially Exploited SF!:Critically imperiled in South Florida(as designated by IRC) Five (5) of the fourteen listed plant species found on the Pepper Ranch Preserve are classified as bromeliads. Bromeliads are members of the pineapple family (Bromeliaceae). While some of these species may be found growing terrestrially, most native bromeliads found in Florida are found growing attached to tree trunks and branches and may therefore be referred to as epiphytes (a plant that lives upon other plants; from Greek "epi" = upon "phyte" = plant). The leaves and/or roots of these airplants (depending on the species) absorb the water and nutrients they need from the air and from the rain that falls through the canopy of the tree on which they are found. Since epiphytes use their roots only to anchor themselves to another plant, they are considered non-parasitic. Even though the 5 listed bromeliad species found on the Pepper Ranch Preserve are fairly common in the state, they are listed due to illegal collecting and the destruction of the habitats in which they are found. Additionally, infestation by the introduced Mexican bromeliad weevil (Metamasius callizona) has been implicated in the decline of many airplant populations around the state. Currently, there are no control measures in place for the Mexican bromeliad weevil however, close research and monitoring is taking place. Cardinal Airplant (Tillandsia fasciculata), is also known as common wild pine and stiff-leaved wild pine. T. fasciculata is listed as an endangered plant by the State of Florida and has been recorded in 24 counties throughout Florida (Wunderlin & Hansen 2008). This epiphyte was frequently found in South Florida before the introduction of the Mexican bromeliad weevil. Today, it may be found in hammocks, cypress swamps and pinelands. /'".\ Conservation Collier Program 40 Cq • 16 Pepper Ranch Preserve Land Management Plan Like most of the other bromeliads in Florida, this species is often referred to as a "tank" bromeliad because the leaf axils and central stems form a "tank" or reservoir at the base of the plant. These reservoirs capture and hold water, dead and decaying plant matter (leaves, seeds, twigs, etc.), and dead and drowning non-aquatic insects; these trapped items provide nutrients for the plant(Larson et al. 2006). Giant airplant (Tillandsia utriculata) also known as the giant wild pine, is the largest epiphyte and is relatively common in hammocks and swamps in South Florida. It can reach 12-30 inches in height and its flower spike may be more than six feet in height. It is also listed by the State of Florida as endangered. Meadow jointvetch (Aeschynomene pratensis), is endemic to Florida,meaning it occurs nowhere else in the world. It is a State endangered species that has been recorded in only four(4) southern Florida counties (Wunderlin and Hansen 2008). Reddish wild pine(Tillandsia x smalliana), is a hybrid orchid derived from the crossing of two State endangered native orchids T balbisiana and T fasciculata var. densispica; it is not itself listed by FDACS. This species has been recorded in only seven (7) southern Florida counties (Wunderlin and Hansen 2008). Catesby's Lily (Lilium catesbaei) is an herb endemic to the U.S. southeastern coastal plain and is listed as a threatened species in the State of Florida. It is found nearly throughout Florida and has been recorded in 50 counties (Wunderlin and Hansen 2008). In Collier County, it has only been recorded at Wet Woods Preserve, Railhead Scrub Preserve, Big Cypress National Preserve, Collier Seminole State Park, Florida Panther /•—•••, National Wildlife Refuge, Picayune Strand State Forest, and Pepper Ranch Preserve. Johnson Engineering found it on the preserve on October 8, 2009 in the mesic flatwoods located in the southeastern portion of management unit 8 (see management unit map in Appendix 5). Everglades palm (Acoelorraphe wrightii) is a State threatened species that has been recorded in only three (3) southern Florida counties (Wunderlin and Hansen 2008). This salt-tolerant palm is at the northern limit of its range in southern Florida. It was once common here but many plants were taken for the nursery trade(Bush and Morton 1969). Leatherleaf airplant (Tillandsia variabilis) is a State threatened species that has been recorded in ten(10) southern Florida counties (Wunderlin and Hansen 2008). Like other airplants described in this plan, leatherleaf airplant is typically found in hammocks and cypress swamps. Long strap fern (Campyloneurum phyllitidis) is a State threatened species that is epiphytic in hammocks and swamps and can sometimes grow on rocks or on walls in limestone sinkholes where it is reduced in size(eflora—flora of NA). Needleroot airplant orchid (Harrisella porrecta) is widespread in the central and southern counties of Florida and is considered a threatened species. This airplant's /'"N Conservation Collier Program 41 0 160 6 Pepper Ranch Preserve Land Management Plan /'1flowering period is between August and November. Other common names are the jingle bell orchid or the leafless orchid(Brown 2002). Northern needleleaf (Tillandsia balbisiana) also known as reflexed wild pine, is an epiphytic, "tank" bromeliad and is listed as a threatened plant by the State of Florida. Wunderlin and Hansen reported this species in 22 counties throughout Florida as of 2008 (Wunderlin and Hansen 2008). Reflexed wild pine is an occasional species in South Florida and is usually found in scrub, pinelands, strand swamps, hammocks, mangrove swamps and on shell ridges/mounds. Simpson's stopper (Myrcianthes fragran) is a State threatened species found in hammocks. The red flaking bark of this tree can confuse its identification with the invasive exotic guava(Psidium guajava). Twisted airplant (Tillandsia flexuosa), a State threatened species, is less common in Florida than the other Tillandsia species listed in this plan,but still frequent, especially in coastal ecosystems. It has been recorded in ten (10) southern Florida counties (Wunderlin and Hansen 2008). Florida butterfly orchid (Encyclia tampensis) is locally abundant in central and southern counties of Florida; it is commercially exploited. They grow on a wide variety of trees including live oak, red maple, bald cypress (Taxodium distichum), pop ash and pond apple. They normally flower in June or July but may also flower at other times of the year(Brown 2002). Royal fern (Osmunda regalis var. spectabilis) is not in danger of being extirpated in Florida because of habitat loss, habitat fragmentation or attack by an exotic, invasive pest, but because of commercial exploitation. According to Nelson (2000), the fibers from the stem of royal fern have been used as a growing medium to grow orchids as well as to make ropes and nets. Additionally, this species is believed to have medicinal benefits; other parts of the plant may have been used to treat wounds and broken bones, relieve sprains and to help alleviate coughs and diarrhea. In Florida, this species is found in hydric areas such as wet flatwoods, cypress swamps, floodplains, stream banks and bogs. Cinnamon fern (Osmunda cinnamomea) is widespread in swamps, wet woods and wet meadows throughout North and South America (Cobb et al. 2005). Its status as Commercially Exploited as listed by the FDACS makes it illegal to collect it in the wild but it is commercially available for native landscaping. Oak mistletoe(Phoradendron leucarpum) Oak mistletoe is a parasitic evergreen subshrub and despite its name it can be found growing on other broadleaf trees such as red maple (Acre rubrum). This plant is not listed by the State of Florida but has been recognized by IRC as a critically imperiled species for South Florida. This is a temperate species at the southern end of its range, and it is possible it has always been uncommon in South Florida(Gann et al.2002). Conservation Collier Program 42 C 160 6 Pepper Ranch Preserve Land Management Plan Quillwort arrowhead (Sagittaria isoetiformis) This plant is not listed by the State of Florida but has been recognized by IRC as a critically imperiled species for South Florida. As with oak mistletoe,this is also a temperate species at the southern end of its range, and it is possible it has always been uncommon in South Florida(Gann et al.2002). 2.5.2 Listed Animal Species Table 5 in section 2.4.2 indicates which of the wildlife species documented for Pepper Ranch Preserve are protected by the USFWS (2009) and FWC (2009). Listed wildlife species that have been observed at Pepper Ranch Preserve to date include: Audubon's Crested Caracara, Bald Eagle, Florida Sandhill Crane, Limpkin, Little Blue Heron, Roseate Spoonbill, Tricolored Heron, Snowy Egret,White Ibis,Wood Stork, Big Cypress Fox Squirrel, Florida Black Bear, Florida Panther, American Alligator and Gopher Tortoise. The following is a brief description of the conservation status for those species occurring at the preserve that are currently listed as threatened or endangered by the State or federal government. Audubon's Crested Caracara (Polyborus plancus audubonii) This State and federally threatened species nests predominately in cabbage palms where it will lay 2-3 eggs in late winter. Agricultural development for improved pastures and citrus groves, as well as indiscriminant killing has contributed to the caracara's decline in Florida. It was officially listed on the federal list of threatened species in August 1987 (Kale and Maehr 1990). Southern Bald Eagle (Haliaeetus leucocephalus leucocephalus) On June 29, 2007, the bald eagle was officially delisted and removed from the federal Endangered Species List in the lower 48 states. However, according to the USFWS Division of Migratory Bird Management, this bird of prey will continue to be protected by the Bald and Golden Eagle Protection Act, the Lacey Act and the Migratory Bird Treaty Act. Florida Sandhill Crane(Grus canadensis pratensis) Sandhill cranes occur in pastures, open prairies and freshwater wetlands in peninsular Florida from the Everglades to the Okefenokee Swamp. They build large nests in thick patches of vegetation in freshwater wetlands where they will typically lay two eggs. Nesting lasts from January through June (Kale and Maehr 1990). They are listed as a threatened species in the State of Florida. Wood Stork(Mycteria americana) This bird species was firstsighted on the preserve by staff in 2008, and on multiple occasions since then, is listed as endangered by both FWC and USFWS. Also known as the wood ibis or flint head, this species is one of the largest wading birds found in Florida and the only stork in the United States. The wood stork is a tactile feeder and may be found in fresh, brackish, and saltwater ecosystems. Because of its dependence on naturally functioning hydrologic systems, the National Audubon Society refers to this Conservation Collier Program 43 O� v . .. I606 Pepper Ranch Preserve Land Management Plan P".• wading bird as the "barometer of the Everglades". For this reason, the wood stork is an excellent environmental indicator of wetland health(Mazziotti 2002). Big Cypress Fox Squirrel(Sciurus niger avicennia) Also known as the mangrove fox squirrel, the FWC lists Big Cypress Fox Squirrel as threatened in Florida. This species was first observed at Pepper Ranch Preserve by Wilson Miller in 2005 during a listed species survey however, none have been observed by staff since acquisition in 2009. While the species is widespread in eastern and central North America, the subspecies is endemic to southwestern Florida — specifically in the Immokalee Rise, Big Cypress Swamp, and Devil's Garden area in Collier County. Some areas of this range have become vacated, while many other suitable areas are being altered or becoming isolated through development. The subspecies uses most types of forest occurring in its range. However, dense interiors of mixed cypress-hardwood strands seem to be avoided by Big Cypress fox squirrels due to dense populations of gray squirrels (Sciurus carolinensis) occupying these areas. Big Cypress fox squirrels have been reported in cypress swamp,pine flatwoods, tropical hammock,hardwood hammock, mangrove swamp, and suburban habitats including golf courses and residential areas in native vegetation. Big Cypress fox squirrel densities appear to be quite low, and on this basis the subspecies can be considered inherently rare(Humphrey&Jodice 1992). Florida Black Bear (Ursus americanus floridanus) The Florida black bear is a subspecies of the black bear found throughout North America. Black bears have been observed on several occasions at Pepper Ranch Preserve, on neighboring properties and on Pepper Road,by staff and neighbors. Because of its large t'''\ home range and low population density the black bear is particularly vulnerable to habitat loss. Even though their population is affected by illegal killing and road kills, habitat loss is the major cause of concern(Humphrey 1992). Florida Panther (Puma concolor corgi) This large cat is a year-round resident of undeveloped lands in South Florida including the Pepper Ranch Preserve. It is listed as endangered by both FWC and USFWS. Panthers prefer hardwood hammocks and pine forests with numerous saw palmettos for resting, raising kittens, and stalking prey. Panthers are losing their habitat in South Florida and males require a large range. Increased development and traffic are another reason why this species is listed as endangered. Telemetry data from FWC demonstrates Florida panther frequently use the adjacent CREW lands and have used the Pepper Ranch Preserve on a few occasions (current Florida panther telemetry data obtained from FWC staff by Johnson Engineering, Inc. on 09/28/09). In their third revision to the Florida Panther Recovery Plan the USFWS (2008) states that there are three priority zones identified as important for panther habitat conservation: (1) Primary Zone — lands essential to the long-term viability and persistence of the panther in the wild; (2) Secondary Zone - lands contiguous with the Primary Zone, currently used by few panthers, but which could accommodate expansion of the panther population south of the Caloosahatchee River; and (3) Dispersal Zone - the area which may facilitate future panther expansion north of the Caloosahatchee River. The Pepper Ranch Preserve is entirely within the Primary Zone for the Florida panther. Wildlife cameras have been installed throughout the preserve and have taken hundreds of photos of panther on the Conservation Collier Program 44 0U 1606 Pepper Ranch Preserve Land Management Plan preserve since 2010. In 2016 and 2018, panther kittens photos were captured on the — cameras. r J 73"F ^32-OrIZCAr 20 JAN 20;6 0104 pm Panther kitten photo taken on boardwalk in December 2016 Panther photo taken by wildlife camera on the preserve in January 2016 American Alligator (Alligator mississippiensis) The American alligator is listed as threatened by FWC and USFWS for its similarity in appearance with the endangered American Crocodile. Alligators are seen throughout the preserve on a regular basis and they are quite numerous in Lake Trafford that borders the Preserve to the south. Gopher Tortoise(Gopherus polyphemus) This medium-sized, native land turtle is listed by the State as a threatened species. Gopher tortoises are typically found in dry, upland habitats including scrub, xeric oak hammock, sandhills and dry pine flatwoods. Burrows are created for protection from weather, fire, and predators; they also provide refugia for more than 300 other species of animals. Active burrows may exist in the pine flatwoods communities at Pepper Ranch Preserve. 2.6 Invasive,Non-native and Problem Species In an ecological context, an invasive species is one that is aggressive in growth and expansion of range and tends to dominate others; its establishment and dominance can cause widespread harm to an ecological system by altering a plant community's species composition, susceptibility to fire and hydrology. Non-indigenous species (i.e., non- native or exotic species) are those that have been introduced purposefully or accidentally to an area outside their normal range. The characteristics of some of these species (high rate of growth/reproduction, no natural predators, easily dispersed, able to out-compete native species) make them invasive. Some indigenous species (a species whose natural range included Florida at the time of European contact circa 1500 AD or a species that has naturally expanded or changed its range to include Florida) may also become invasive. Invasions by native and non-native species often follow an alteration to ecosystem function, disruption of the food web, large-scale fragmentation of an ecosystem and/or disturbance (e.g., clearing, fire, drought, etc.) of an area. While some native species may become invasive, the establishment and dominance of non-native species is of particular concern. The exotic plant and animal species documented within Conservation Collier Program 45 0 160 b Pepper Ranch Preserve Land Management Plan ^, the preserve and those that have a potential to occur within the preserve are discussed in the following sections. 2.6.1 Invasive and Problem Plant Species FLEPPC maintains a list of exotic plants that have been documented to (1) have adverse effects on Florida's biodiversity and plant communities, (2) cause habitat loss due to infestations and(3) impact endangered species via habitat loss and alteration. To date, 82 non-indigenous or non-native plant species have been detected within Pepper Ranch Preserve (Table 8), accounting for 20% of the plant species recorded there. Of the 82 exotic species, 32 are listed by FLEPPC (23 Category I and nine Category II). FLEPPC defines Category I plants as those that alter native plant communities by displacing native species, change community structures or ecological functions, or hybridize with natives. Category II plants have increased in abundance or frequency but have not yet altered Florida plant communities to the extent shown by Category I species. These definitions do not rely on the economic severity or geographic range of the problem, but rather on the documented ecological damage caused by these plants (FLEPPC 2009). Table 8: Non-Indigenous and Invasive Plant Species at Pepper Ranch Preserve Scientific Name Common Names FLEPPC Category Abrus precatorius ROSARY PEA;BLACKEYED SUSAN I Ageratum conyzoides TROPICAL WHITEWEED Albizia lebbeck WOMAN'S TONGUE I Alternanthera philoxeroides ALLIGATORWEED II Alysicarpus ovalifolius FALSE MONEYWORT;ALYCE CLOVER Alysicarpus vaginalis WHITE MONEYWORT Amaranthus spinosus SPINY AMARANTH Asclepias curassavica SCARLET MILKWEED Blechum pyramidatum BROWNE'S BLECHUM II GRAY SHEOAK;SUCKERING AUSTRALIAN- Casuarina glauca PINE I SOUR ORANGE;GRAPEFRUIT;SWEET Citrus x aurantium ORANGE Citrus x jambhiri ROUGH LEMON Commelina diffusa COMMON DAYFLOWER Crotalaria pallida var.obovata SMOOTH RATTLEBOX Cuphea carthagenensis COLOMBIAN WAXWEED Cynodon dactylon BERMUDAGRASS Cyperus rotundus NUTGRASS Desmodium triflorum THREEFLOWER TICK-TREFOIL Eichhornia crassipes COMMON WATER-HYACINTH I Eleusine indica INDIAN GOOSEGRASS Emilia fosbergii FLORIDA TASSELFLOWER Eragrostis atrovirens THALIA LOVEGRASS Eragrostis ciliaris GOPHERTAIL LOVEGRASS Eugenia uniflora SURINAM CHERRY I Eulophia graminea (no common name) Ficus microcarpa INDIAN LAUREL I Hedychium coronarium BUTTERFLY GINGER Hemarthria altissima LIMPOGRASS II �\ Conservation Collier Program 46 1 6 n6 Pepper Ranch Preserve Land Management Plan Hydrilla verticillata WATERTHYME,HYDRILLA I i� Hymenachne amplexicaulis TROMPETILLA,WEST INDIAN MARSH GRASS I Hyptis verticillata JOHN CHARLES Imperata cylindrical COGONGRASS I Indigofera hirsute HAIRY INDIGO Kigelia pinnata SAUSAGE TREE Lantana camara LANTANA,SHRUBVERBENA I Leucaena leucocephala WHITE LEADTREE II Ludwigia peruviana PERUVIAN PRIMROSE WILLOW I Lygodium microphyllum SMALL-LEAF CLIMBING FERN I Macroptilium lathyroides WILD BUSHBEAN Mangifera indica MANGO Medicago lupulina BLACK MEDIC Melaleuca quinquenervia PUNKTREE I Melinis repens ROSE NATALGRASS I Momordica charantia BALSAMPEAR II Murdannia nudiflora NAKEDSTEM DEWFLOWER Murdannia spirata var. parviflora ASIATIC DEWFLOWER Scientific Name Common Names FLEPPC Category Nephrolepis multiflora ASIAN SWORD FERN I Oldenlandia corymbosa FLATTOP MILLE GRAINES Panicum maximum GUINEAGRASS II Panicum repens TORPEDO GRASS I '_ Paspalum notatum BAHIAGRASS Paspalum urvillei VASEYGRASS Pennisetum polystachion WEST INDIAN PENNISETUM;MISSIONGRASS II Phoenix roebellini PYGMY DATE PALM Pistia stratiotes WATER-LETTUCE I Pouzolzia zeylanica POUZOLZ'S BUSH Pseudelephantopus spicatus DOG'S-TONGUE Pseudogynox chenopodioides MEXICAN FLAMEVINE Psidium cattleianum STRAWBERRY GUAVA I Psidium guajava GUAVA I Pteris vittata CHINESE LADDER BRAKE II Richardia grandiflora LARGEFLOWER MEXICAN CLOVER Sacciolepis indica INDIAN CUPSCALE Salvinia minima WATER SPANGLES Schinus terebinthifolia BRAZILIAN PEPPER I Senna alata CANDLESTICK PLANT Senna obtusifolia COFFEEWEED;SICKLEPOD Senna pendula var.glabrata VALAMUERTO I Solanum diphyllum TWOLEAF NIGHTSHADE II Solanum viarum TROPICAL SODA APPLE I Spermacoce verticillata SHRUBBY FALSE BUTTONWEED Sphagneticola trilobata CREEPING OXEYE,WEDELIA II Sporobolus indicus var. pyramidalis WEST INDIAN DROPSEED,SMUTGRASS I Syzygium cumini JAVA PLUM I DOWNY MAIDEN FERN;DOWNY SHIELD Thelypteris dentate FERN Thunbergia grandiflora SKYVINE Conservation Collier Program 47 0 16 0 Pepper Ranch Preserve Land Management Plan t- s, Tradescantia zebrine WANDERING-JEW;INCHPLANT Trifolium repens WHITE CLOVER Triumfetta semitriloba SACRAMENTO BURRBARK Urena lobata CAESARWEED I Urochloa distachya TROPICAL SIGNALGRASS Verbena brasiliensis BRAZILIAN VERVAIN As of the February 2009 acquisition of the Pepper Ranch Preserve by the Conservation Collier program, the most problematic non-indigenous or exotic, invasive plant species were torpedo grass, Brazilian pepper and cogon grass. To date, exotic plant treatments have taken place on approximately 1,750 acres of the preserve, the remainder of the preserve is open wetland and pasture. The control/removal of invasive, exotic species is discussed in detail in section 4 of this document. 2.6.2 Invasive and Other Potential Problem Animal Species Although Florida does not have an official exotic, invasive animal species list, at least 400 exotic fish and wildlife animal species have been reported in Florida, and approximately 125 species are established. Two non-indigenous, invasive animal species have been documented on the preserve: the brown anole (Anolis sagrei), the feral pig (Sus scrofa), and the cane toad has been heard calling near Lake Trafford (Rinella marina). One potentially problematic species is the coyote (Canus latrans). Based on the natural communities found within the preserve, proximity to residential areas and geographic location, several more species (native and non-native) have the potential to impact Pepper Ranch Preserve to varying degrees and may yet be observed on site during future visits and wildlife surveys. Brief descriptions of documented, invasive, or potentially problematic species are provided in the following paragraphs. Brown Anole(Anolis sagrei): documented within the Pepper Ranch Preserve Also known as the Cuban anole, the brown anole is native to Cuba, the Bahamas, and neighboring islands (Schwartz & Henderson 1991). Like other anoles from the islands, this species is a small, tropical, diurnal, arboreal, territorial, and insectivorous lizard (Campbell 2001). The brown anole was first documented in the Florida Keys in the late 1800s (Lee 1985) and has since spread throughout Florida, into Georgia and into two other southeastern states (Campbell 1996). It feeds on a wide variety of insects, amphipods, and isopods. Brown anoles also prey on other small vertebrates including the hatchlings of the native green anole (A. carolinensiis; Campbell 2000). Campbell (2000) showed that, in the absence of the exotic brown anoles, native green anoles occupy perches from ground to the canopy of vegetation. However, in the presence of the exotic anole, native anoles move higher in trees, occupying only the trunk and crown of trees. Dietary overlap is high between both species, but the overall affects of the brown anole on the green anole are still undetermined. Cane Toad (Rhinella marina): documented within the Pepper Ranch Preserve The cane toad is an invasive exotic species in south Florida. It is tropical species native to the Amazon basin in South America, and its range extends through Central America to extreme southern Texas along the Rio Grande River. They were used as a control agent Conservation Collier Program 48 G 16D 6 Pepper Ranch Preserve Land Management Plan for insects that damage sugarcane and consequently, are one of the most introduced r'1 amphibian species in the world. In 1936, an attempt was made to introduce this species into Palm Beach County, FL. This attempt failed as did two subsequent efforts. Ironically, in 1955, an accidental release by an importer at the Miami International Airport in Miami-Dade County, FL proved successful. Many of this species' characteristics enable it to do well in south Florida. Beetles, bees, ants, winged termites, crickets and bugs are a large part of the diet of the adult marine toad. Additionally, they consume arthropods, mollusks, small vertebrates, plant matter, pet food, carrion, household scraps, marine snails, smaller toads and native frogs, small snakes, and even small mammals. Marine toads are prolific breeders and females can lay tens of thousands of eggs in a single breeding season. They prefer forested areas with semi permanent water nearby (Churchill 2003). The cane toad looks very similar to the native, southern toad, but there are some distinct differences. The most obvious difference is adult body size (length of body not counting the legs). Adult marine toads can reach lengths of 6 -9 inches while the native southern toads only reach a length of 3.6 inches. Like other true toads, both possess poisonous, parotid glands. The parotid glands of the cane toad are angled downward behind their head to their shoulders. The southern toad has a kidney- shaped parotid gland behind each eye positioned close to the spine. The southern toad also possesses cranial crests that start between the eyes and often end in big knobs. While the parotid glands of all toads contain bufotoxins (poisonous, milky fluids exuded as a defense mechanism), the chemicals released by the exotic, cane toad are much more harmful to wildlife, pets and people (Brandt & Mazziotti 2005). Adjoining residents of the preserve should be encouraged to keep pet food and water containers indoors or empty at night. Dogs are not allowed on the preserve unless they are service dogs. Owners of service dogs should be warned that they could be present. Feral pig(Sus scrofa): documented within the Pepper Ranch Preserve Hogs were first brought to Florida in the mid 1500's to provision settlements of early explorers. Their high rate of reproduction and their ability to adapt to Florida's natural areas has led them to populate every county in the state. Today, Florida is second only to Texas in its feral hog population(Giuliano &Tanner 2005a; 2005b). While feral pigs are able to survive in a variety of habitats, they prefer large forested areas interspersed with marshes, hammocks, ponds, and drainages; cover in the form of dense brush; and limited human disturbance(Giuliano &Tanner 2005b). Dense cover is used as bedding areas and provides protection from predators and hunters. Feral pigs are omnivorous, opportunistic feeders consuming grasses, forbs, and woody plant stems, roots, tubers, leaves, seeds, fruits, fungi and a variety of animals including worms, insects, crustaceans, mollusks, fish, small birds, mammals, reptiles, amphibians and carrion. Their propensity for digging for foods below the surface of the ground (rooting) destabilizes the soil surface, resulting in erosion and exotic plant establishment. Additionally, this behavior uproots or weakens native vegetation (Giuliano & Tanner 2005a; 2005b). Due to the natural communities that are found within the preserve, this species has the potential to thrive within the boundaries. As these animals are highly visible outside of natural plant communities, adjoining residents of the preserve may be useful in the early detection of this nuisance animal. Several large families of feral pigs have been observed on the preserve since its acquisition. The feral hog population on Pepper Ranch is managed through the Pepper Ranch Preserve Adult/Youth Hunt Program. Conservation Collier Program 49 0 s e 160 Pepper Ranch Preserve Land Management Plan Coyote(Canis latrans): documented within the Pepper Ranch Preserve Coyotes may have potential to become a problematic species. Coyotes were introduced in very small numbers to Florida during the 1920's for sport hunting with domestic dogs. This introduction did not lead to the establishment of coyote populations in Florida. Concurrently, these canids expanded their range eastward across the United States and Canada as a result of nonspecific needs in habitat and food, decreased competition from other predators, large litter sizes and anthropogenic changes to the landscape. Since many species naturally expand or change their home ranges in response to climate and resource availability. The coyote may be considered naturalized or native to Florida based on fossil records and natural range expansion (FWC 2007). This crepuscular(active mostly at dawn and dusk) species is elusive and may travel individually or in groups of two or three (Coates et al. 1998). Coyotes commonly enlarge burrows made by other animals such as armadillos or gopher tortoises to use as dens or use dense vegetation for cover. Coyotes will kill smaller predators (e.g., foxes, opossums, etc.) and will help control rodents, which can be beneficial to turkey, quail, ducks and other ground nesting birds. Because their food habits are diverse, coyotes are unlikely to significantly affect the population of any single species. Coyotes are not reported to interact with bobcats and do not appear to influence bobcat home range size. Coyotes may prove beneficial in controlling potential problem species such as feral cats and hogs (Thornton, Sunquist, and Main 2004). Coyotes may attack calves (FWC 1999-2010), however this is relatively uncommon in Florida. Conservation Collier Program 50 .* 16 0 6 Pepper Ranch Preserve Land Management Plan 3.0 Previous Conditions of the Preserve; Current Use of the Preserve and Adjacent Land Uses 3.1 Previous Land Uses of the Preserve The earliest aerial photographs obtained of the preserve were taken in 1940, 1953 and 1963 (Figures 8, 9, and 10). Digital images were downloaded from the U.S. Department of Interior USGS historic aerial photo webpage (USDI 2004)and the Florida Department of State Aerial Photography of Florida web page (FDOS 2006) and georeferenced in ArcGIS 9, ArcMap Version 9.3. Aerial photographs (1975 — 2009) from the Collier County Property Appraiser web page were also reviewed. '. F 1,-..--' -; . s • Y i imp1 0 4000 1000 -- 1 ,cni€'x€e€t I LEGEND r 04040 04.401040.44•4 The Nem 4000.0.06.00440.004. Pepper Ranth tet ,.4.ar0r...une Figure 8: 1940 Aerial View of Pepper Ranch Preserve Review of the historic aerial photographs revealed Lake Trafford Road and Pepper Road (both inside and along the edge of the preserve) existed in 1940. In 1940, the majority of the preserve was natural with the exception of one agricultural field in the southeast portion of the preserve in Section 26, Township 46 South, Range 28 East (identified as Folio Nos. 00052680009 and 00052640007 on the Collier County Property Appraiser web site) and one agricultural field in the northernmost central extent of the preserve in Section 22, Township 46 South, Range 28 East (identified as Folio No. 00052360002 on the Collier County Property Appraiser web site). Two areas cleared for homesteads appear on the 1940 aerial photograph in the southeastern extent of the preserve, one of which is the area surrounding the current caretaker house located at the main preserve entrance on the south side of Pepper Road. A trail from the homestead to Lake Trafford Conservation Collier Program 51 0 168 Pepper Ranch Preserve Land Management Plan /-N, is evident on the 1940 aerial photograph. The other homestead appears on the 1940 aerial photograph east of the current caretaker house near Pepper Road along the northeast boundary of Section 35. Historic Aerial Photograph(19 3) too 14 41: o .� °�. A_..,..a. SCALE IN FEET LEGEND NNNANANep,.,yy MN. N.MONK MM pY NINON Nom ._--Popper Reath u?2.c,.., tiw.u+...w Figure 9: 1953 Aerial View of Pepper Ranch Preserve Between 1940 and 1953, no further development was evident in the preserve. Between 1953 and 1963, the majority of the site agricultural fields and associated ditches were created. Between 1963 and 1975, a crescent shaped agricultural field was added at the central western extent of the site agricultural fields. Between 1975 and 1980, the east- west portion of Trafford Oaks Road was constructed, dividing the marsh and forested wetlands through which it was constructed. Conservation Collier Program 52 GAO 1606 Pepper Ranch Preserve Land Management Plan Historic Aerial Photograph(1963) -62,—e"y 7,let-‘,#,...'''‘' -.11'',4- - 'V1'''` ' ' -:Tj . .1 Oki V.1 r 41r �_� . ;=_i i 3.. 0 X000 `...931'° - - - 14 SCALE�N F UT LEGEND TMwMrrpirwnww o�bvugo.Mb am Pepper Rand, Sow aM.w.Yd Figure 10: 1963 Aerial View of Pepper Ranch Preserve Prior to 1995, the only additional development in the preserve included the construction of three oil fields adjacent to the hydric improved pasture at the central western extent of the preserve and the construction of two agricultural fields in the most eastern extent of the preserve (in the northeast corner of Section 35). Two of the three oil fields are currently active. The two agricultural fields have been fallow since approximately 2006 and are currently overgrown with shrubs (i.e. Brazilian pepper,wax myrtle, etc.). 3.2 Previous Land Uses of Adjoining Properties Based on review of the 1940 aerial photograph, the lands that adjoin the preserve were natural. In 1953, canals were excavated from Lake Trafford and agricultural fields were constructed around them. Natural plant communities were converted to agricultural fields on lands southeast of Lake Trafford and south of Lake Trafford Road east of the preserve. Adjoining lands west and southwest of the preserve, the majority of which are now part of the major wetland slough on CREW lands, remained undeveloped. By 1963, agricultural fields and residential properties (+2.5 or+5.0 acre properties north and south of Lake Trafford Road) were constructed to the east between the preserve and the town of Immokalee. By 1975, a large agricultural field was constructed northeast of the preserve. The wetland slough (currently on CREW lands) and natural communities immediately north and south of the preserve remained undeveloped. Between 1980 and 1985 Trafford Oaks Road was extended from its western terminus to the south. Estate- s Conservation Collier Program 53 0 `.. 16136 Pepper Ranch Preserve Land Management Plan sized residential properties along the south extension of Trafford Oaks Road were developed with homes and borrow ponds. These properties adjoin the southwestern extent(Section 33) of the preserve. By 1985, agricultural development surrounding Lake Trafford had increased, however, the major wetland slough to the west and northwest of the Lake and the wetland slough south of the Lake remained undeveloped. Throughout the 1990s and early 2000s, residential development continued along Lake Trafford Road east of the preserve and agricultural uses remained on lands northeast of the preserve. In 1990, SFWMD purchased the lands that encompass the major wetland slough located west and northwest of the preserve. These lands are referred to as the Corkscrew Regional Ecosystem Watershed or CREW. Through its adjacency to CREW project lands, the preserve is connected to several thousands of acres of preserved land in southeast Lee County and Northwest Collier County, including diverse systems located in Corkscrew Swamp Sanctuary, Panther Island Mitigation Bank, other CREW lands, the Southwest Florida Regional Airport 7,000-acre mitigation site and Conservation Collier's ±367-acre Caracara Prairie Preserve. 3.3 Current Land Uses of the Preserve Currently, there is a cattle lease with Lake Trafford Ranch, LLLP and a mineral rights lease with Newport Oil on the Pepper Ranch Preserve (appendix 6). The current cattle lease started in May 2014 and encompasses 2,012.10 acres of the preserve. The lease is for a five year period with option to renew for two additional terms of one year. It brings l'1 in revenue for the program each year. If the current cattle lease is not renewed, the County will publicize a request for proposal (RFP) to the public to ensure that the current lease is replaced, in order to ensure a fair process for bidding on cattle leases The oil drilling lease covers the two quarter sections in which the oil wells exist (southwest quarter of Section 28 and northwest quarter of Section 33, both in Township 46 South, Range 28 East). The rights reserve all minerals below 250 feet. In addition, staff will consider inviting beekeepers by publicizing a request for proposal (RFP) as a permitted use on the Preserve. Previously, Conservation Collier staff has held two public outreach events per year at the preserve. The initial outreach event was held on May 9, 2009. The guided hikes offered to the public during the initial outreach event were completely filled. The second public outreach event was held November 21, 2009. Over 300 people attended the event and participated in the guided hikes and van tours of the preserve as well as the historical presentation about Pepper Ranch. Since then staff has partnered with the Immokalee One-by-one foundation to hold an Earth Day Festival in 2016 and 2016. This event was a huge success and brought hundreds of people from the town of Immokalee to the preserve. As evident from the public outreach events, there is strong public interest in Pepper Ranch Preserve. The preserve will be open every Friday and non-hunt or holiday Saturdays and Sundays from November through the end of June. When open,. The public will also be allowed to Conservation Collier Program 54 I 6 0 6 Pepper Ranch Preserve Land Management Plan obtain a daily permit that will allow them to gain access to all areas of the preserve that are open for public access. Public use of the preserve must be consistent with the preserve management goals and is discussed in section 4 of this document. 3.4 Current Land Uses of Adjoining Properties The Pepper Ranch Preserve is bordered on its west and northwest boundaries by the CREW project lands. These are lands purchased by the SFWMD under the Save our Rivers program. Adjacent to the west are CREW project lands known as the CREW Marsh; to the north are SFWMD lands, agricultural lands and orange groves; to the east are SFWMD and residential lands (town of Immokalee); and to the south are Lake Trafford, estate-sized residential properties (Trafford Oaks), and agricultural and undeveloped lands owned by Baron Collier Investments,Ltd. Directly south of CREW project lands and connected to them are private conservation lands owned by the National Audubon Society (Corkscrew Swamp), more conservation lands owned by the SFWMD (Bird Rookery Swamp) and various private mitigation lands, all together encompassing 60,000 acres, of which over 42,000 acres is currently held in conservation. The SFWMD makes certain capital improvements to its lands such as fencing, access roads/trails, and may provide basic public facilities on lands. Additionally, habitat management such as exotic plant species removal and prescribed burning may be conducted. Florida Statutes (F.S. 373.59) also require the SFWMD to develop appropriate public use. The organization most frequently associated with CREW project lands is the CREW Land and Water Trust, Inc. (CREW TR), a nonprofit environmental education organization established in 1989 to coordinate the land acquisition, land management, and public use in the 60,000-acre CREW project area. The CREW TR does not own the land but operates in partnership with the SFWMD. Approximately 180 acres of conservation land exists along the central eastern boundary of the Pepper Ranch Preserve. A 625-acre impoundment that serves as a dredge disposal site for nutrient-laden muck from the bottom of Lake Trafford is located east of the conservation land. The Lake Trafford hydraulic dredging restoration project is being conducted by SFWMD in cooperation with the Florida Department of Environmental Protection (FDEP) and through the cooperative efforts of various local organizations and state and federal agencies. Phase I of the restoration project, completed in 2006,removed over three million cubic yards of muck from the deeper portions of the lake. Phase II and III removed several million additional cubic yards of muck from the lake The project was completed in in November 2010. Eight sections of land owned by Turner Grove Citrus LTD Partnership located to the northeast of the ranch, and extending into Lee County, currently have citrus groves on them. Conservation Collier Program 55 0 160 6 Pepper Ranch Preserve Land Management Plan 3.5 Cultural,Historical and Archeological Resource Protection The Pepper Ranch Preserve is within an area of historical and archaeological probability. Before conducting any development near Lake Trafford, County staff ordered a Phase I Reconnaissance Cultural Resource Survey which was conducted in November 2010 by the Archaeological and Historical Conservancy, Inc. The survey was conducted in the area surrounding the lodge/visitor center. Prehistoric and historic archaeological sites were found and the lodge/visitor center building was deemed historical. Recovered cultural materials included artifacts and faunal bone. Prehistoric remains included three sand tempered pottery sherds. One test hole uncovered a prehistoric midden site that included a component of historic refuse. Additional historical and archaeological sites are most likely present on the property. Before conducting any additional development, the County will obtain Archaeological Surveys within the area(s) to be developed. When possible, the County will refrain from building in areas identified as potential archaeological sites. If development is unavoidable in areas identified as potential archaeological sites, the County will develop improvements under the guidance of an archaeologist. In addition, the County will notify the Division of Historical Resources immediately if further evidence is discovered to suggest any archaeological or historic resources are present in areas that were not identified in the Phase I. If such resources are identified on-site, a professional survey and assessment shall be instituted. The archaeologist shall prepare a report outlining results of the assessments and issue recommendations to County staff about management of any sites discovered, per provisions of the Land Development Code Section 2.2.25. This report shall be sent to the Division of Historical Resources. The County shall cooperate fully with direction from the Division of Historical Resources on the protection and management of archaeological and historical resources. The management of these resources will comply with the provisions of Chapter 267, F.S., specifically Sections 267.061 2 (a) and(b). The visitor center is now considered a historical structure in Collier County. This designation was granted by the County's Historical/Archeological Preservation Board. Retaining this structures and their designation as historical structures may provide benefits to Conservation Collier in terms of obtaining grant funds for restoration. Conservation Collier Program 56 Cq 160 6 Pepper Ranch Preserve Land Management Plan 3.6 Major Accomplishments since Acquisition Collier County purchased the Pepper Ranch Preserve in February of 2009. The table below lists the accomplishments since acquisition of the property. Table 9: Major Accomplishments During Previous Years Accomplishment Year(s) Exotic ve:etation treatment in North Stewardshi• Sendin_:Area SSA 50 acres 2009 Cattle Vat Cleanu. 2009 Removal of Old Structures 2009 Creation of a New Trail b the Lod•e 2009 Two Public Outreach Events 2009 First Youth Ho: Hunt Held 2010 Public Ho:and Small Game Hunts Be•an 2010 II.Avg> r suusc _- . . u -. - . . . - a - .-•. 2009 4.0 Future Use of the Pepper Ranch Preserve including Management Issues, Goals and Objectives This section describes the main management issues, goals and objectives for the Pepper Ranch Preserve as well as the overall management framework. Central to the management of the Preserve is the mission of the Conservation Collier Program, and the goals and objectives set forth in this management plan. 4.1 Management Plan Framework Each property purchased by Conservation Collier shall have its own management plan. At the time the Pepper Ranch Preserve was purchased, the Conservation Collier Ordinance required that an "Interim" Management Plan be developed within 60 days of closing. Interim plans include basic items such as removal of invasive, exotic vegetation and trash, establishing site security, developing management partnerships and planning for public access. The interim plan for this site was officially approved in September 2009. The ordinance then requires a "Final" ten-year management plan be developed within two years. Subsequently, the property management plan must then be reviewed every five years. Final management plans, however, are considered living documents and can be updated at any time. Review of all management plans start in the Lands Evaluation and Management subcommittee and must be approved by both the CCLAAC and the Collier County BCC. 4.1.1 Preserve Manager: Contact Information The site manager for Pepper Ranch Preserve will be a designated Collier County Environmental Specialist who may be contacted through electronic mail: ConservationCollier@Colliergov.net. Conservation Collier Program 57 0 1613 6 Pepper Ranch Preserve Land Management Plan 4.2 Planned Uses and Assessment of their Impacts While visitor attendance increases every year, public uses will be consistent with the primary goals of conservation, preservation, restoration and maintenance of the resource. Details of public uses for the Pepper Ranch Preserve and an assessment of their potential impacts are provided in the following sections. 4.2.1 Identification of Public Uses Consistent with Preservation,Enhancement, Restoration, Conservation and Maintenance of the Resources The Conservation Collier Ordinance 2002-63 constrains the use of this property to "primary objectives of managing and preserving natural resource values and providing appropriate natural resource-based recreational & educational opportunities." Natural resource-based recreation shall mean all forms of uses, which are consistent with the goals of this program, and are compatible with the specific parcel (Ord. No. 02-63, as amended§ 5, 12-3-02). Additionally, no dumping, use of unauthorized vehicles, or removal or destruction of natural or historical/archaeological resources will be permitted within the preserve. The goal is to allow limited, non-destructive public access to native plant communities and animal species. Currently, the preserve rules are those identified in Collier County Ordinance 76-48 (available from www.municode.com), as amended. The following are consistent uses for this particular site: hiking, nature photography, camping, horseback riding, bird watching and hunting.Inconsistent uses include off-road vehicle use (ORV), cell phone towers, shooting ranges, and the recreational use of drones. There is one lease and a number of easements existing on the Pepper Ranch Preserve, as identified below(see Figure 11): Lease: A cattle lease held by Lake Trafford Ranch LLP for Two Thousand Twelve point One (2,012.1) acres of property, as described in Appendix 6, for the sole purpose of cattle grazing and incidental activities that are directly related to beef cattle production for a term of three (5) years, commencing on May 27, 2014, with two 1 year renewal options, with payments, terms and provisions as set forth in Cattle Lease, attached as an Exhibit to the Pepper Ranch Purchase Agreement. This lease brings in revenue for the property management. Staff also obtained a range management study from Natural Resources Conservation Service (NRCS) to further direct cattle lease operations at Pepper Ranch Preserve. The current lease and every lease thereafter should abide by the best management practices outlined in the current NRCS range management plan for the property. Easements: • Access Easement entered into on February 6, 2009, with Lake Trafford Ranch LLP for a 30' wide strip of land running along the main interior ranch road, following an overall east to west directional track, and leading from the main ranch gate to the oil wells situated along the western side of the ranch. Recorded in O.R. Book 4425 and Page 3302, Public records of Collier County. The grantee is responsible for maintenance of this easement. n Conservation Collier Program 58 S 16D 6 Pepper Ranch Preserve Land Management Plan • Access Easement entered into February 2,2009 by Lake Trafford Ranch LLP in favor of Baron Collier Investments (BCI), Ltd., a Florida Limited partnership, over a 15' wide strip of land running over the same main interior access road as the above easement but before arriving at the oil wells, turning south to facilitate access to a parcel adjoining the southern boundary of the Pepper Ranch Preserve. Access is granted solely for purposes of ingress and egress to serve specific activities on the BCI lands,which are cattle grazing, ranching,hunting and forestry. Recorded in O.R. Book 4425, Page 3263, Public Records of Collier County. The grantee is responsible for maintenance of this easement. • Stewardship Easement Agreement recorded in OR Book 4089, Page 3837, Public Records of Collier County. • Drainage Easement for 40' along SE corner of property in Section 35, recorded in O.R. Book 49,Page 147, Public Records of Collier County. • Access Easement in favor of Trafford Oaks for 60' as for portion of Trafford Lakes Road that traverses Pepper Ranch property, as recorded in O.R. Book 907, Page 1383, Public Records of Collier County. • A Conservation Easement over portions of the property associated with panther and/or wetland mitigation will be granted to the South Florida Water Management District(SFWMD). Conservation Collier staff will maintain an open line of communication with the oil well operators to develop operational protocol where needed and to ensure this operation continues in a safe and clean manner at the preserve. This level of coordination will also be extended to the cattle lease holder on land management activities at the preserve. An apiary lease is being considered for the preserve. This will be advertised for bid to the general public and will be approved by the BCC before implementation. A minimal amount of hives will be allowed to be placed on the property away from public use areas. No other easements, concessions or leases exist on Pepper Ranch Preserve or are proposed for the future, unless they further conservation objectives, such as a conservation easement. Conservation Collier Program 59 0 160 6 Pepper Ranch Preserve Land Management Plan Pepper Ranch Preserve Easement& Overlay Map Legend PepDe Ranch Preserve Boadaries Lake TraTord LLLP Access Easement-30 feet wide Baon Cdlier investments-Access Easement-15 feetwide IIl Trafford Oaks Access Easement-ED feet wide Currerx of pad Ecation Cattle Lease Area-Lake Trafford UIP Stevardstip Sending Area 7 Lake Trifled ULP-OGM Ownership-2 quarter sections . f v+'.., �� Lake Trifled -Colter County Drainage Easement-CO feet arida or •F Disclaimer This is rot a survey j The easenerts shown on the map 1( are estimated and are not exact This map was created to provide irronnadcn only CoherCoeuty 0 Q5 I Ries Cor. .mora L I I 11FR we:nrn r aaaor r.. -s.r.ce.I a.F.rt•a..Go9 C t Ma S.$ orrit.,pttiglR.RRRfnitppr.Ral.l'0.{p�bd tse..IRpa..aM✓W -'� Figure 11. Pepper Ranch Preserve Easement and Overlay Map 4.3 Current and Future Desired Conditions This section includes a description of the current and proposed future conditions for the site's natural areas. Management techniques to achieve these conditions are outlined in section 4.4. After managers complete recommended management actions, Pepper Ranch Preserve will consist of upland mixed forest, strand swamp, slough, prairie hammock, pine flatwoods, dry prairie, freshwater marshes, bottomland forest, and wet prairie. These communities will have a similar structure and composition to those that existed before non-indigenous people settled the region and before the exclusion of fire. Through restoration efforts the site will be vegetated with appropriate native flora that will provide suitable cover for a variety of wildlife species. 4.4 Goals for the 10-year period 2010-2020 A set of goals and objectives for Pepper Ranch Preserve were developed in conjunction with the drafting of this Management Plan. The goals and objectives in this plan are tailored specifically for Pepper Ranch Preserve based on the purposes for which the lands were acquired, the condition of the resources present, and the management issues for the property. On-site managers should be familiar with this entire Management Plan. Goals /e1"*N Conservation Collier Program 60 0 ` 1606 Pepper Ranch Preserve Land Management Plan and objectives from the Interim Management Plan for the Pepper Ranch Preserve were /1 reviewed to determine whether they should be included in this plan. The goals and objectives presented here reflect programmatic goals and ideas of Conservation Collier personnel in charge of managing and protecting the area. These goals shall not be modified, but specific application of management techniques may take into consideration input by user groups and other stakeholders from outside the program, accommodating user needs and desires where practicable and where overarching management goals are not violated. Management issues are discussed below in separate sections. Within each section, approaches for dealing with these issues are described. The ability to implement the specific goals and objectives identified in this plan is dependent upon the availability of staffing and funding sources. The following goals have been identified for Pepper Ranch Preserve: Goal 1: Maintain high quality habitat with limited disturbance for the benefit of native flora and fauna Goal 2: Develop a baseline monitoring report Goal 3: Remove or control populations of invasive, exotic or problematic flora and fauna to restore and maintain natural habitats Goal 4: Create a Prescribed Fire Plan Goal 5: Restore native vegetation Goal 6: Develop and monitor public use Goal 7: Facilitate uses of the site for educational purposes Goal 8: Provide a plan for security and disaster preparedness Goal 9: Provide preliminary Panther Habitat Unit(PHU) calculations and a draft Monitoring Plan per USFWS requirements for an onsite Panther Conservation Bank GOAL 1 MAINTAIN HIGH QUALITY HABITAT WITH LIMITED DISTURBANCE FOR THE BENEFIT OF NATIVE FLORA AND FAUNA Action Item 1.1 Maintain the existing boundary fence and access gates on the Pepper Ranch Preserve as needed. Currently, a fence is present along most of the Pepper Ranch Preserve boundary with the exception of the western boundary which this preserve shares with the adjacent CREW lands, also there is no fence along the southeastern boundary along the Lake Trafford shoreline. Under the existing cattle lease the lessee is responsible for the installation and maintenance of all fences on the preserve necessary for retaining cattle on the property. Firebreaks will be installed along fence lines that exist along upland areas. This will also allow for better access for fence line patrolling and maintenance. Action Item 1.2 Install signs encouraging people to stay on public access trails situated on the preserve. Conservation Collier Program 61 111 1 60 6 Pepper Ranch Preserve Land Management Plan ^, Signs will be posted along public access trails to remind visitors to remain on the trails for their safety and the protection of the natural resources of the preserve. Action Item 1.3 Identify locations of rare and listed native plant species. The location of these species has been identified using a global positioning system (GPS) device and mapped to allow staff to monitor them. All future sightings of such plants will be GPS-located and mapped accordingly. Public trails will be constructed to avoid areas where rare and listed species exist. These locations will not be shared with the public to protect these rare plants. Action Item 1.4 Enforce regulations prohibiting trash or dumping in or near the preserve. Staff will monitor the preserve on a regular basis and if dumping occurs, enforcement actions will be sought through the County Sheriff's Department. Action Item 1.5 Identify actual and potential locations of resident animal life and take steps such as locating visitor amenities away from animal nesting sites. An inventory of sensitive areas, such as location of listed plant species and animal nesting sites, will be maintained based on existing knowledge and to be built upon with all future protected species surveys that are conducted at the preserve. During the development of public use facilities this inventory will be utilized to locate the amenities away from known sensitive areas. Action Item 1.6 Avoid non-target damage to native plants and animals, /'•\ especially rare species,during invasive, exotic plant treatments. If the use of herbicides is appropriate during the treatment of invasive, exotic plant species, decisions on the types of herbicides utilized will be made on the best information available at the time of exotic removal. Staff has prohibited the use of herbicides containing Imazapyr (e.g., Arsenal) due to reports that these herbicides have potentially caused a great deal of non-target damage throughout the state. Licensed County or State contractors will be monitored closely to ensure the proper herbicide applications are being utilized while treating the site. In addition, close attention will be taken to identify listed species (Table 7) that may be attached to invasive trees being cut down or removed. Individuals of these species will be relocated prior to removal. Special attention will be given to avoid damage to native species in the vicinity of exotic removal activities. Action Item 1.7 Note, research and provide input as to all site development occurring adjacent to Pepper Ranch Preserve to determine that the proper site development permits have been obtained and that the site development complies with the permits. Activities on adjacent and neighboring properties may have an impact on the indigenous plant and animal life on the Pepper Ranch Preserve. As such, all existing local, state, and federal regulations should be strictly followed and enforced during any site development adjacent to the preserve. It shall be the responsibility of the developer to establish erosion control measures and vegetation protection measures (i.e.,protective fencing or barriers). If any site developer working in areas adjacent to n Conservation Collier Program 62 cq 1606 Pepper Ranch Preserve Land Management Plan the preserve does not take the necessary control measures, construction shall be s� immediately halted until control measures are put into place and mitigation and/or remediation will be the sole responsibility of the developer. GOAL 2:DEVELOP A BASELINE MONITORING PROGRAM Action Item 2.1 Establish a long-term biological monitoring program and conduct additional wildlife surveys. Long-term management of the preserve should be based on biological data. Changes following baseline conditions should be assessed as negative or positive, and management strategies changed appropriately. This section discusses information needs and long-term monitoring needs. Pro Native Consulting has conducted a floristic inventory of the Pepper Ranch Preserve; these findings will comprise the baseline floristic data on which future actions will be based. The site should be inspected by Conservation Collier staff at least twice a year and thoroughly inventoried at regular intervals (ca. 5-10 years) to detect new invasions (by natives or exotics) and extirpations. Areas undergoing extreme restoration should be assessed more frequently. While some wildlife data has been collected, additional baseline data should be collected, especially on invertebrates, small mammals, reptiles, and amphibians. The site manager may contract this work out or enlist the assistance of local educators to coordinate student research projects. Wildlife surveys, like plant surveys, should take place at regular intervals(ca. 5-10 years)to detect long-term trends. White-tailed deer surveys have been conducted once a year at the preserve since 2011 and will continue annually to provide population trend data and to aid in the County's panther mitigation requirements as well as providing staff with the number of surplus animals that will be allowed to be taken in the Quality Wildlife Management Hunt Program. Spotlight surveys collect data including: number of deer observed, deer sighting location, and gender ratios. Turkey camera trap population estimate surveys were conducted at the ranch in 2010 and 2011 following consultation with members of the FWC turkey program. These surveys were put on hold pending development of more reliable population estimation methods for turkey. Formal hog surveys are not conducted at the ranch. Additionally, game species presence and distribution is monitored at the ranch throughout the year with the help of wildlife cameras. In addition to surveys and camera trap monitoring, opportunistic observations of wildlife sign are collected by staff,volunteers,visitors, and hunters to monitor game species presence. Frog breeding call surveys started in May 2018 to determine which frog species are present on the preserve. The data collected during these surveys will help to set the foundation for our understanding of baseline species diversity and richness ahead of any hydrologic restoration efforts, monitor for species utilization of specific breeding ponds, monitor for the presence of exotic/invasive predatory species like Cuban CAS Conservation Collier Program 63 1606 Pepper Ranch Preserve Land Management Plan treefrog and cane toad, and contribute important data to existing and ongoing frog monitoring networks throughout Southwest Florida. The number of frog species is a good indicator of a healthy wetland habitat. To date, 15 different species of frogs and toads have been recorded on the preserve(Table 5). Photo points will be established throughout the preserve when the panther mitigation bank baseline survey requirements are set-up. The total number of photo stations installed will be dependent on future restoration plans and staffmg levels. Locations of photo points will be recorded with a GPS unit and all photographs taken at these locations will be taken at a standard height and angle of view. During photo documentations, one photo will be taken in each of the cardinal directions (north, east, south and west) and a 360-degree panoramic photo will also be taken. Photos will be taken with a vegetation profile board to aid in the determination of what (if any) changes occur over time. These photos will help to monitor exotic removal efforts and native plant recruitment, as well as the result of other land management activities. If necessary, more photo points will be established to aid in management decisions. GOAL 3:REMOVE OR CONTROL POPULATIONS OF INVASIVE, EXOTIC OR PROBLEMATIC FLORA AND FAUNA TO RESTORE AND MAINTAIN NATURAL HABITATS Action Item 3.1 Prioritize the removal of invasive, exotic and/or problematic plant species. Due to the size of Pepper Ranch Preserve, it will be helpful to the preserve manager to prioritize the exotic control efforts by area of the preserve. The preserve has been divided up into 3 management phases 1-3. A management unit map has been created (Appendix 5) In general, the management units will assist the preserve manager in prioritizing and allocating resources available for the management of Pepper Ranch Preserve. Action Item 3.2 Acquire services of licensed and qualified contractor(s) for the removal of invasive,exotic and/or problematic plant species. The following table (Table 10) describes recommended controls (Langeland & Stocker 2001; Langeland 2008) of the Category I, invasive, exotic plant species recorded to date on the Pepper Ranch Preserve. These recommended control methods may be altered by site managers dependent on new information and products available on the control of these species. /'� Conservation Collier Program 64 0 160 6 Pepper Ranch Preserve Land Management Plan Table 10: Invasive,Exotic Plant Species Control Plan for the Pepper Ranch Preserve FLEPPC Category I species' Scientific Name Common Name Recommended Control(s)2 Treat base of vine with 10%Garlon 4. Site must Abrus srecatorius Rosa •ea; be revisited several times to lull seedlin:s. Basal bark treatment with 10%Garlon 4. Cut stump treatments are also effective with 50% Garlon 3A or 10%Garlon 4. Small seedlings Albizia lebbeck woman's ton•ue can be hand-nulled. Basal bark treatment with 10%Garlon 4 is very effective,as is a cut-stump treatment with 50% Garlon 3A or 10%Garlon 4.When basal bark treatment is used on trees greater than 1' diameter it may be necessary to slough off loose bark in the application area to prevent the bark from trapping the herbicide. Addition of 3% Stalker will increase consistency on older trees. gray sheoak; suckering Broadcut of 4-6 lb Velpar ULW may be used Casuarina:lauca australian-sine when a•aro a nate. Conservation Collier Program 65 V r, : 160 6 1 Pepper Ranch Preserve Land Management Plan Table 10: Invasive,Exotic Plant Species Control Plan for the Pepper Ranch Preserve FLEPPC Category I species'(continued) Common Name Common Name Common Name For seedlings and small plants up to%2 inch diameter,use a basal bark treatment with 10% Garlon 4.This species takes a long time to die, and may require a subsequent herbicide application.For larger stems,use a cut-stump treatment with either 50%Garlon 3A or 10% Eugenia uniflora Surinam cherry Garlon 4. Seedlings should be hand pulled. Basal bark application of 10%Garlon 4 is Ficus microcarpa Indian laurel effective. Hymenachne Foliar treatment with 3-5%Rodeo. amplexicaulis trompetilla 3-4 qt.Roundup Pro or 0.5 qt.Fusulade per acre. For high volume,spot treatment use 3%-5% Roundup Pro.Herbicides should be used in combination with burning or tillage for optimum control. See IFAS publication SS-AGR-52 for Imerata cylindrical cogongrass additional information. Treatments can be basal bark,foliar and/or cut stump,depending on the size of the plant,with Renovate 3 in aquatic conditions or Garlon 4 in upland areas. Adjust percentage of chemical Ludwigia peruviana Peruvian primrosewillow based on application method. /'\ Thoroughly spray foliage to wet with 1.25% Garlon 4(4 pt/acre),0.6%Roundup Pro (maximum 5 pt/acre), 1.0%-3.0%Rodeo (maximum 7 pt/acre).Only Rodeo can be used if plants are growing in aquatic site.Plants growing high into trees,cut vines and treat Lygodium lower portions.Do not apply when plants are microphyllum small-leaf climbing fern under environmental stress. For seedlings and saplings: (1)hand pull,being sure not to break plant off of root system and remove or place in piles to help reduce the chance that they will re-root or;(2)Treat with foliar,low volume spot application of 5% Rodeo.For mature trees: (1)Fell large trees with chain saw leaving a level surface,or fell small trees with machete and treat with triclopyr or glyphosate products according to frill and girdle directions on SLN.Use aquatic versions where standing water is present. Monitor for resprouting and retreat as necessary.(3)Mature Melaleuca Melaleuca,punktree,paper trees are very difficult to control with foliar quinquenervia bark applications. Conservation Collier Program 66 16D6 Pepper Ranch Preserve Land Management Plan Table 10: Invasive, Exotic Plant Species Control Plan for the Pepper Ranch Preserve FLEPPC Category I species'(continued) Scientific Name Common Name Recommended Control(s)2 Foliar application of 1-2%Roundup will provide control. Roundup(glyphosate)is a short-term solution,because regrowth from Melinis repens rose natalgrass seed is rapid.3 A foliar application of Roundup at 1.5% provides control.Follow-up applications are Nephrolepis brownii Asian sword fern necessary.4 Foliar application of 0.75%-1.5%Rodeo and surfactant solution. Re-apply as necessary when plants re-grow to within 4-6 inches in height;or foliar application of Panicum repens torpedo grass 0.5%spot treatment. Foliar application with endothall,diquat,or Pistia stratiotes water-lettuce rodeo Psidium cattleianum strawberry guava Basal bark application of 10%Garlon 4. Psidium guajava Guava Basal bark application of 10%Garlon 4. Cut-stump treatment with 50%Garlon 3A, 10% Garlon 4 or a basal bark application of 10% Garlon 4.Foliar application of Garlon 4,Garlon 3A,Roundup Pro,Roundup Super Concentrate, or Rodeo,according label directions may be used where appropriate.Glyphosate products are less effective when used alone in spring and Schinus early summer.Use Rodeo where plants are terebinthifolia Brazilian pepper growing in aquatic sites. Senna pendula var. Foliar application,spray to wet with 1-2% glabrata valamuerto Roundup Pro.5 Solanum diphyllum Two-leafed nightshade Foliar application of 1%Garlon 4 or 3% Roundup. Foliar application of 1%Garlon 4 or 3% Solanum viarum tropical soda apple Roundup. Mature trees may take up to 9 months to die.Cut-stump treatment with 50%Garlon 3A or 10%Garlon 4,or use a basal bark Syzygium cumini Java plum treatment with 10%Garlon 4. I FLEPPC 2009: Category I plants are those that alter native plant communities by displacing native species,change community structures or ecological functions, or hybridize with natives (FLEPPC 2009) 2 All species except as cited otherwise 3(Stokes 2009) 4(Langeland 2008) 5(Langeland et al.2003) Conservation Collier Program 67 y160 Pepper Ranch Preserve Land Management Plan PaN Action Item 3.3 Monitor invasive, exotic or problematic animal species. To date, three (3) introduced animal species have been documented on the Pepper Ranch Preserve, the brown anole, cane toad and the feral hog. Brown anoles and cane toads are too numerous to control at this point. Attempts to control the Feral hog population are discussed below in Action item 3.4. Another potentially problematic species is the Coyote. Widespread control of coyotes has been found to be ineffective and is not ecologically or economically defensible. Individual coyotes may need to be removed from the preserve if they become a problem to the current cattle operation; that decision will be made on a case by case basis. The coyote can be legally hunted all year long with guns, dogs, live traps, or snares. A permit is required to use steel traps, to trap on another person's property, or to use a gun and light at night. Possessing or transporting a live coyote requires a Class II captive wildlife permit and the use of poison is prohibited. Action Item 3.4 Implement the Quality Wildlife Management Hunt Program to assist in Feral Hog Management(See Regulations in Appendix 7) It is doubtful that the total eradication of this species at Pepper Ranch Preserve can be achieved, however, efforts will be made to reduce their population and limit the damage they cause to natural areas, native plants and animals. In late 2009, the Collier County BCC approved a contract with the USDA Wildlife Services for the control of feral hogs at the preserve, which was part of the property Interim Management Plan. As a result, fourteen hogs were trapped and euthanized in a short /'"N time. On January 12, 2010, Item 10D, the BCC voted to cancel the USDA contract due to public opposition and directed staff to develop a hunt program to attempt to control the hogs and to consider trapping at a later date if they cannot be controlled through normal hunting. As a result, the first Annual Youth Hunt was held at the preserve in April 2010, with the assistance of FWC, and 4 hogs were harvested as a result. The Pepper Ranch Quality Wildlife Management Hunt Program for this preserve was then developed and began on September 11, 2010. In 2010-2011, a total of two youth hunts and six public hunts were conducted. This program did provide some control of the hog population at Pepper Ranch, however only 8 total hogs were harvested during the first hunting season. Hunting alone may not properly manage the hog population and thus a monitoring program should be developed to assess the amount of hog damage to natural communities. Efforts will be made to request assistance from nearby colleges to conduct such studies. Additional control measures such as trapping may be necessary to protect the resource. Monitoring the hog population will be particularly important in the event that a wetlands mitigation bank is developed on Pepper Ranch Preserve; created/enhanced wetlands will be required to meet certain success criteria within a set timeframe and hog foraging behavior could severely impact creation/enhancement efforts. In areas where wetland restoration is to occur in the future, hog fencing may need to be installed around the restoration areas or potentially the entire perimeter of the preserve. This fencing would be paid for with mitigation funds. Hogs do however, provide a food source for the Florida Panther. Conservation Collier Program 68 1606 Pepper Ranch Preserve Land Management Plan GOAL 4: CREATE A PRESCRIBED FIRE MANAGEMENT PLAN Fires were a naturally occurring event in native communities prior to mankind's intervention. The primary ecological functions of fire are to eliminate accumulated plant material, return nutrients to the soil, and germinate fire-dependent species. In today's preserve areas prescribed burning is an essential tool in both land and wildlife management, and helps reduce potential damage and hazards from wildfires in the wildland/urban interface areas. Proper prescribed burns promote the growth of green shoots, roots, and rhizomes of grasses and sedges that are then available for foraging. In wetlands, burning creates deep pools and edges for nesting and feeding of waterfowl and controls undesirable vegetation. Much of Collier County is comprised of natural communities in general, that are dependent on fire to maintain species composition and diversity. The use of prescribed fire as a management tool will be critical to the long-term health of the natural communities and native species at the Pepper Ranch Preserve. Action Items 4.1: Create a Prescribed Fire Management Plan Below is the prescribed fire management plan for Pepper Ranch Preserve. The preserve land manager with assistance from the Florida Forest Service (FFS)and/or a Certified Prescribed Burn Manager will implement the prescribed fire management plan according to the specific needs of Pepper Ranch Preserve. Staff may coordinate this effort with other local qualified agencies for review and approval. Objectives The prescribed fire plan for the Pepper Ranch Preserve will be a program that mimics the natural fire cycle for the various natural community types identified within the preserve. Timing,based on weather conditions and ignition practices can be modified to accomplish goals ranging from exotic vegetation control to wildlife habitat enhancement and fuel reduction within burn units. This prescribed fire management plan will be implemented at Pepper Ranch Preserve for ecological purposes. The goals and objectives established for the preserve will be clearly laid out and incorporated into each prescription. Generally, prescribed burns conducted at the Pepper Ranch Preserve will involve a variety of firing techniques over a range of weather conditions to create mosaic burn patterns that will benefit an array of wildlife species. Burn Units The size of the Pepper Ranch Preserve, in conjunction with habitat fragmentation by existing (oil fields, cattle grazing) and future uses (lodge, possible housing, camping areas and public use trails) of the preserve create a complex mosaic of fire dependent communities. This will be taken into consideration when subdividing the preserve into burn units. The creation of burn units not only facilitates the application of prescribed fire, it will also help create a mixture of burned and unburned areas across the preserve. Patches of unburned habitat in conjunction with newly burned areas will increase habitat heterogeneity, ensuring a wide range of habitat compositions year-round for use by a diversity of wildlife species. The size and boundaries of each Conservation Collier Program 69 .. 1 6 F Pepper Ranch Preserve Land Management Plan burn unit should be established based on the preserve boundaries and the location of existing barriers such as fence lines, ditches, roads and other existing structures. The division of burn units may change over time as the prescribed fire plan is implemented and on-the-ground logistics become more obvious. Fire breaks will consist of primitive roads, trails disked to bare mineral soil, wet lines or foam lines and/or natural vegetation breaks. When the Pepper Ranch Preserve burn plan is implemented, additional manmade barriers may be constructed as a result of the development of public use facilities. If new fire breaks are needed, efforts will be made to minimize disturbance to existing native vegetation during their creation and maintenance, and no wetlands will be adversely impacted as a result of fire break construction. In the event of a wildfire FFS may create fire breaks within existing wetlands. If plow lines are put in as a result of a wildfire, whether they are in a wetland or upland, efforts will be made to mitigate by grading those areas to prior grade. Burn Frequency and Burn Season Historically the frequency of wildfire in Florida's ecosystem varied from year to year. However, fire frequency for natural communities as found within the Pepper Ranch Preserve will generally follow these guidelines(FNAI 1990): • wet prairies—annual(1-2 year cycle) or frequent(3-7 year cycle); • dry prairie—frequent(1-4 year cycle); • mesic pine flatwoods—frequent(2-4 year cycle); • hydric pine flatwoods—frequent(3-7 year cycle); • depression marshes—more frequent around the periphery(3-7 year cycle) and becoming more occasional toward the center(8-25 year cycle); • cypress/pine/cabbage palm—transitional community from moist upland to hydric sites—occasional(8-25 year cycle); • cypress strand/dome swamp—occasional around the periphery(8-25 year cycle) and rare in the deepest peat towards the center of the strand/dome (26- 100 year cycle); • slough—occasional(8-25 year cycle) or rare(26-100 year cycle); • prairie hammock—occasional or rare; if oak and palm dominated on drier sites tolerate occasional light ground fires,but more diverse hammocks rarely burn; • upland mixed forest—rare or no fire; densely closed canopy limits air movement and light penetration,making high humidity relatively constant. Burn units incorporating multiple natural communities under different fire cycles will be burned based on the community requiring the shortest cycle. The other communities within that burn unit that are on a longer fire cycle will likely not burn as frequently since fuels will not have built up. The seasonality, weather factors, or ignition techniques of the prescribed burn will also be chosen to selectively burn the community within the unit with the shortest fire cycle. Conservation Collier Program 70 160 6 Pepper Ranch Preserve Land Management Plan Fire maintenance of hydric hammocks will be accomplished primarily by burning the adjacent flatwoods and marshes, reducing the fuel needed to ignite the hammock. Maintenance of natural species composition and protection from excess fuel build-up will be accomplished by allowing fire to enter the edges but not completely burn through the hammocks. Fire will be introduced into the edges of hammocks under moist conditions that will not result in a destructive fire through the hammock. Fire frequency in this situation will be dictated by the frequency of fires in adjacent communities. Fire will be applied to freshwater marshes in conjunction with the burning of surrounding pine flatwoods to maintain open herbaceous ponds and control woody plants found primarily on the edge of these depressions. The centers of depression marshes are much wetter than the surrounding flatwoods and may not burn at the same time the flatwoods are ignited. In this case, a separate fire under guarded conditions may be needed to carry the fire across the marsh. In cypress strands, fire is beneficial for the control of hardwoods and reduction of ground fuels near their outside edge. Conditions dry enough to burn soils in the center of strands, or muck fires, would most likely be damaging to trees within them. The burning of cypress strands will take place only when moist conditions allow for light surface fires in the outer portion of the dome and avoid muck fires. Fire will be excluded from strands under dryer conditions. Qualitative observations will be made within each burn unit on an annual basis to determine current fuel loads, habitat structure, and habitat quality. The burn schedule will then be modified as needed based on these qualitative observations. Areas where fire cannot be implemented will instead be mowed, roller chopped, or pruned to mimic effects of fire. The burn manager will conduct post-burn inspections to ensure the burn objectives are being met for each natural community. When possible, vegetation monitoring activities will be conducted around burn events to help assess the effectiveness of the prescribed burn regime. Pile Burning Burning of agricultural piles of vegetative debris may be conducted as needed. The piles must be placed in an open area such as a pasture and the piles must be placed at least 50 feet from a forested area or structure. A permit must be issued by the Florida Forest Service. When burning restrictions are in place, the piles may only be burned by a Certified Pile Burn Manager licensed by FFS. When no restrictions are in place, the piles may be burned by trained staff, contractor or by the acting cattle manager after a permit is issued. Persons conducting the burning must have a water source large enough to extinguish the fire and a front end loader or other similar type of machine present before proceeding with burning. Burn Schedule Generally, prescribed burns within the Pepper Ranch Preserve will be conducted during the growing season (mid-March through early September) as well as during the dry season (November to mid-May). Essentially burns will be scheduled when Conservation Collier Program 71 t 1 'fl Pepper Ranch Preserve Land Management Plan conditions allow, and the timing selected to best suit the objectives for each burn unit, as well as to provide protection to listed species. Burn Manager Duties Florida Statute 590.125 and Chapter 5I-2 of the Florida Administrative Code (FAC) grant the FFS the authority to regulate prescribed burning in Florida. Prescribed burning will be planned and carried out by a Certified Prescribed Burn Manager (as licensed by the FFS) and experienced fire crews utilizing a Prescribed Burn Plan form, referred to from here on as the prescription. The planning and application of prescribed burning will comply with all applicable federal, state, and local regulations. Each prescription will include the following at a minimum: • purpose for the burn; • brief description of the natural community type(s)to be burned; • a map depicting the location of the burn, firebreak locations, potential hazard areas and escape routes for the fire crew; • acceptable ranges of weather and soil moisture conditions; • a pre-burn inspection of burn unit, firebreaks and any potential hazards (including power transmission lines, active cattle grazing locations, and existing manmade structures) within the burn unit; • names and contact information for neighbors, lease holders, local fire district and other pertinent stakeholders to be contacted prior to ignition; • techniques used to ignite the controlled burn; • personnel, equipment and safety requirements; • personnel assignments and responsibilities; and • post-burn evaluation. All necessary permits and authorizations will be obtained by the Certified Prescribed Burn Manager before implementation of the burn. As part of each prescription, the burn manager will develop an emergency action plan that will include escape routes for all personnel and actions to be taken in the event of unexpected weather changes or fire behavior. Weather and Fuel Considerations When developing recommendations for a prescribed burn, the burn manager will consider weather and fuel conditions including, but not limited to: wind, relative humidity, temperature, rainfall and soil moisture, airmass stability and atmospheric dispersion. It will be the responsibility of the Burn Manager to obtain current weather forecasts from FFS, and other weather sources as necessary, prior to executing the prescribed burn. Although preferred weather and fuel conditions may vary based on specific burn objectives, Wade and Lundsford (1989) suggest the following as preferred conditions for prescribed burns in southern forests: • 6 to 20 mph persistent surface winds; Conservation Collier Program 72 160 Pepper Ranch Preserve Land Management Plan • 30 to 55 percent relative humidity; • temperatures above 80 degrees Fahrenheit are recommended when the primary objective is to control undesirable species; • damp soil moistures; • slightly unstable or neutral airmass stability; and • KBDI of 0 to 600 dependent on burn objectives. Smoke Management Smoke management is an essential component of the burn prescription. The burn manager will evaluate the potential impacts of each prescribed burn to smoke- sensitive areas located within a 20-mile radius from the location of the burn by employing a Screening System, such as recommended in Wade and Lundsford (1989). Based on defmitions contained within the state regulations, smoke sensitive areas are areas within which smoke could have an adverse impact for reasons of visibility, health or human welfare (NRCS 2003). Monitoring of the prescribed burn will continue until smoke no longer presents a potential hazard and there is no potential for the fire to reignite and cause an uncontrolled fire. Post-Burn Evaluation The purpose of the post-burn evaluation is to ensure the objectives of the burn were attained and gain information to be used in future burns (Wade and Lundsford 1989). The post-burn evaluation will be conducted by the burn manager within one week following the burn, as well as a second evaluation after the first post-fire growing season. Quantitative vegetation monitoring, photo documentation and wildlife monitoring can be implemented to further aid in determining if the objectives of each burn were met. Action Item 4.2 Develop Burn Units Burn units will need to be delineated for Pepper Ranch Preserve, as outlined in the prescribed fire management plan above prior to the implementation of the plan. Action Item 4.3 Install Perimeter Fire Lines Fire lines will be installed utilizing best management practices to minimize impacts to mature trees, natural communities and wildlife populations. Firebreaks will be disked or mulched down to soil and will go around all mature pine trees; they will be a maximum of 8-10 feet wide. Action Item 4.3 Implement Memorandum of Understanding with Wildland Restoration International On June 12, 2018 a Memorandum of Understanding with the Board of County Commissioners and Wildland Restoration International (WRI) was signed to allow Conservation Collier to work with this non-for-profit organization to assist the program with prescribed fire and other land management activities at no cost to the County. WRI has received a state wildlife grant to assist Counties and others with prescribed fire and other land management activities by providing personnel and equipment to conduct prescribed burning operations on public land holdings in addition to personnel resources to accomplish management tasks at no cost to the County. Conservation Collier Program 73 1 6 D Pepper Ranch Preserve Land Management Plan WRI will participate in at least 2 scheduled burns per year and additional land management activities to include, but not limited to, debris removal, hardwood treatment, invasive treatment, invasive surveying, and native understory establishment. Prescribed burning operations conducted by WRI will also enhance burning skills of participating team members, mitigate the threat of wildfires and help promote public understanding and acceptance of this important natural resource management tool. WRI and Conservation Collier staff will develop a Prescribed Burning Operations Plan that includes but is not limited to a prioritized list of burn units, burn prescriptions for each unit, a proposed burning schedule and anticipated resource needs. The plan will be flexible in order to meet changing weather conditions, work priorities of the participating parties and unforeseen budgetary constraints. Conservation Collier staff will assume all responsibilities for prescribed burns and other land management activities conducted on property for which it has management authority— as it currently does. This includes, but is not limited to, preparing burn prescriptions (including smoke screening plans), preparing the site for burning, obtaining the burn authorization and managing the burn. Burn prescriptions and burn unit maps will be provided to all participating personnel, local fire districts and the Division of Forestry personnel. Safety and operational briefings will be conducted prior to ignition. The County will have its own Certified Burn Manager in charge of the burn with WRI staff assisting and providing equipment. GOAL 5:RESTORE NATIVE VEGETATION AS NEEDED Action Item 5.1 Evaluate the feasibility of conducting a hydrological analysis of the preserve to better determine restoration needs. During the fieldwork conducted by Johnson Engineering, Inc. in the fall of 2009 it was noted that many of the natural wetland natural communities at Pepper Ranch Preserve are disturbed; as described in section 2.3. This disturbance appears to be hydrologic in nature due to the lack of standing water observed in these wetland communities in comparison to the undisturbed wetlands, and by the relatively high number of upland and exotic/nuisance plant species observed in the disturbed wetlands. A hydrological analysis of the preserve would provide a baseline for the development of a hydrologic restoration plan for Pepper Ranch Preserve. The presence of invasive exotic vegetation can be related to a hydrologic disturbance. Identifying hydrologic disturbances and proposing remedial measures (i.e. ditch removal or ditch blocks) at the preserve would not only work towards the restoration of natural plant communities but also possibly help limit exotic plant invasions in those areas. The analysis could be taken a step further to incorporate water quality analysis especially as it pertains to water flows into Lake Trafford. A hydrologic analysis of the preserve would generally involve the placement of surface and ground water level monitoring wells at strategic locations throughout the preserve, mapping ditches and canals on the preserve, reviewing historic aerial Conservation Collier Program 74 0 160 6 Pepper Ranch Preserve Land Management Plan photography of the preserve and determining the historic sheet flow patterns on site. This monitoring will be funded with mitigation funds. Surface and ground water level monitoring wells installed for the purpose of this hydrologic analysis could be left in place for long-term, on-going monitoring at Pepper Ranch Preserve. The data collected would help monitor the health of wetland systems on site over time, as well as provide a baseline of wetland function that could help evaluate possible effects from proposed adjacent land use changes (i.e. if a mine was ever proposed adjacent to the preserve). Action Item 5.2 Maintain a revised GIS map and description of FNAI natural communities and disturbed areas on the property. Maintaining updated maps will help to guide restoration efforts. Action Item 5.3 Plant native plant species in their appropriate habitats. Periods following exotic removal and prescribed fire (or mechanical treatment) are essential to the recruitment of native plants. If native plant recruitment is not sufficient from the surrounding, intact seed source, efforts will be made to plant indigenous flora in appropriate habitats. Natural area restoration of Pepper Ranch Preserve should include only site-specific native plant material that has been determined to be non-problematic at the site and whenever possible, site-specific seed sources should be utilized. In addition, hardwoods that may invade the natural areas (mesic pine flatwood area) should not be planted. GOAL 6:MONITOR PUBLIC USE Action Item 6.1 Develop access and required facilities for intended public uses. There are many opportunities for public use at the Pepper Ranch Preserve due to the size of the preserve, its proximity to the community of Immokalee and the diversity of natural communities present. In addition to general public uses at the preserve, there are also revenue-generating uses as presented above, cattle lease and oil fields, hunting, apiary lease, as well as mitigation uses that are already in place or are planned for the preserve, such as a panther conservation bank. Wetland mitigation was considered but was denied by the SFWMD and Army Corp. of Engineers. All of the different uses considered and requested by the public may not be compatible with one another and thus a compatibility matrix was devised to better illustrate when and where at Pepper Ranch Preserve the different uses can occur. This matrix is included in this plan as Appendix 8. Until additional staffmg and funding are available, the Pepper Ranch Preserve will only be open to the public on Friday, and non-hunt or holiday Saturdays and Sundays from November through June of each year. Daily Use Permits will be required by all visitors and will be issued before access can be granted. County staff will be stationed in the visitor's center to provide access and assistance to visitors. A temporary gate code for the electric gate will be given to visitors to access the northern access area when they check in with the Park Ranger. Visitors must also check out before they leave for the day. This will ensure that all visitors are accounted for at the end of Conservation Collier Program 75 1 6 Pepper Ranch Preserve Land Management Plan each day Security cameras are also facing each preserve entrance to help monitor ingress and egress. A new bathroom facility with showers was built in 2015 along with two new septic systems and a water treatment system. The Collier County Parks and Recreation Program has been administering and staffing the visitor center, campgrounds and pole barn rentals since 2014. Staff also developed a volunteer program for the Preserve with several master naturalists who have been assisting with guided public tours and other activities. To avoid impacts to natural communities at Pepper Ranch, guidelines were developed for the allowable uses on all proposed trails and other amenities. Guidelines include instructions for users such as staying on trails to avoid altering the natural communities, and to take only pictures and leave only footprints. The trail systems at Pepper Ranch utilize existing trails and other impacted areas, and were developed along the natural edge of natural communities where their construction had minimized disturbances, as well as avoided impacts to marshes and other wetland systems. Most of the trails are not ADA accessible; however, all new trails will be evaluated for vehicle class use for ADA access. The implementation of the proposed public uses at Pepper Ranch Preserve remains dependent on funding, safety issues, site security and the availability of staff. The conceptual site plan(Figure 12) incorporates the following proposed components: The South Public Access Area will be situated on the south side of Pepper Road with a parking area and trailhead that will lead to the lodge/visitors center. • The visitor center — Conservation Collier staff has renovated the existing visitor center for use as a visitor center. The lodge could also be rented for special events. Policies will need to be created though the Ordinance, Policy and Rules subcommittee in regard to special events, lodge rentals and ecotourism. Approved eco-tours need to be compatible with this management plan. • The lodge hiking trail — The lodge hiking trail is accessible from the south public entrance. It is made up of three loops that total approximately 0.9 miles, heading east from the trailhead/parking area, meandering through oak hammock, mesic flatwoods and dry prairie communities; there is a short segment of boardwalk crossing over a depressional marsh. Benches and interpretive signage exist at strategic locations along the trail. • The boardwalk — The boardwalk (length = approximately 812' or less) was constructed at the south end of the south public access area trailhead/parking area and leads to a covered lake overlook platform. • The lake overlook platform —A covered lake overlook platform was constructed at the terminus of the boardwalk and allows visitors to view Lake Trafford from a raised elevation. This was builton the existing raised shoreline and not directly over Lake Trafford. A local Boy Scout added a large bench to the overlook as part of an Eagle Scout Project in 2017. E Conservation Collier Program 76 110 16136 Pepper Ranch Preserve Land Management Plan • Camping areas- A small camping area with 10 campsites was developed in the current eastern pasture area located between the entrance to the south public access area and the lodge. This is open to the public on Friday and Saturday nights when the preserve is open. This campground is accessible to tent campers with vehicles, but not RV's. An RV may only be allowed in this campground for use by a campground host or possibly under other special circumstances. There is no water or electricity located at the individual campsites. Camping is limited to hunters only during hunt weekends. • Officer's Trailer home or Campground host- A single-wide manufactured trailer home or an RV pad will be constructed and placed on a small improved area just south and west of the gate to the south public access area. It would be beneficial to have a County Sheriffs Department officer or FWCC officer reside there to keep watch over the property. We may also install a concrete pad with full hook-up here and will allow a campground host to live here with an RV during the months that the preserve is open to the public. The existing cottage that used to serve this purpose will be demolished due to the major cost of needed repairs and the high mold content. Conservation Collier Program 77 1 6 0 6 1 y ea... I a ILL:....... . ra.. 4 arniTea,( I1 Hry Tar Mp.Ml6 aa. f .sk mess matt r a...u..pzi..o 1 6.5 ti xawnar.sa.r.Wsxw.) - -_ j S•� •'•'RR.�. -""--r"wn..wa.aa.b.e�raa.aaa. aamm ®""„" '!..Nt ! North PubicA ss Are. a"" fw: co. ane. Urf a L...... ._.,.._.te .. __ y-^� °--f as Q 4- Conceptual Site Plan for Pepper Ranch Preserve i Figure 12:Original Conceptual Site Plan for Pepper Ranch Preserve A, t p..,..a-.ate,......, T ••••••••••.10.0.. - T cc.Ilu 1 i ...) Paurh P aTrail 0 miI oro J .,d •-• Q.s.--- Cam 1.4 -sP,�c- iiil Qrs�,J,T.s� "=_ ' Via, w. 1 ' - eiae Trails— i C"r"y�" v. r16.:= ! 5 miles total r p srce } ba cTr art ➢I 0\H'r Bern Trail f S aen m:lcs Q P' rmfluu'a'Trace Trail mil�5 iorai / i`�,. @l�/g �a.e r errom 1S=lp P Conservation Collier Pepper Ranch Preserve www.colliergovneticonservationcollier 239557-1999 l ..1.17 a a Pepper Ranch Preserve Current Trails , ''' .T_ "1 Figure 13: Current Trails as of August 2018 fit Conservation Collier Pro gram 78 :* , t 160 Pepper Ranch Preserve Land Management Plan The North Public Access Area is accessible from the north gate off of Pepper Road and provides public access for a scenic drive, hiking trails, multi-use trails, mountain bike trails and primitive camping areas. This northern area is accessible after checking in at the lodge/visitor center. All trails that double as firebreaks will be maintained on a regular basis, new trail creation and maintenance may be dependent on the demand for use and available resources. • The Scenic Drive- the public is allowed to drive through the Preserve along the main access road after obtaining a free daily use permit and a temporary access code from the visitor center. This allows the public to view the majority of the preserve by vehicle and to view the wildlife and different ecosystems present. The driving tour is approximately 6.4 miles round trip and does not include the easement road that leads to the south property boundary. Visitors are required to check out at the visitor center before they depart. During wet conditions, the public will be asked to keep vehicles on the main roads during their tour and to drive at slow speed for safety. During normal dry conditions„ they may park in the designated trailhead parking areas. • Hiking trails — Hiking trails provide a view of live oak hammocks, mesic flatwoods, cypress sloughs, open prairie and depressional marshes. Currently, there are five (6) different trail areas totaling approximately 14.5 miles which are all open to hikers. Hikers and trail runners can use all trails designated as multi-use, including horseback or mountain bike trails with caution. Hikers must yield to bikers and horseback riders. Many trails already exist as firebreaks. Benches and interpretive signage have been placed at strategic locations along the trails. • Seasonal access hiking trail— A 1.0-mile loop would allow visitors to walk through some of the scenic wetland communities located in the western portion of the preserve during the dry season. It is located west of the scenic driving trail and will traverse through natural communities such as cypress strand and a red maple dominated bottomland forest. This trail will be limited to foot traffic to prevent damage to the sensitive wetland soils. • Mulit-use Trails- (Hiking & Horseback riding) —Trails designated multi-use, accessible to horses and hikers, total 11.25 miles. This total includes the main access road and easement road. An area in the south central portion of the preserve will take riders though 3 miles of prairie, mesic flatwoods, oak hammock and marshes. It will also lead to the crossroads of the oil well road and the south easement road. Traveling south on this easement road will lead to the southwestern most multi-use trails which are approximately 2.5 miles in length. The third trail will lead from the main road near the cattle pens north to the primitive camping area in the north central area which will total 2.2 miles round trip. The public will be required to park cars and horse trailers at S47 Conservation Collier Program 79 D6Pepper Ranch Preserve Land Management Plan the visitor center and enter through the north entrance gate or at a designated parking area at the trailheads. Equestrian use at Pepper Ranch Preserve may also require additional amenities such as watering and feeding areas. A small hand pump well may be installed in areas near riding trailheads. Riders are required to show documentation of a negative Coggin's test when they check in at the visitors center. Existing trails and firebreaks will be used as horse- back riding trails and in general are approximately 8-10 feet wide. The majority of the multi-use will not be shared with mountain bikers for safety reasons, however both user groups may have to pass each other on occasion on the main access roads. Signs have been posted to use caution when approaching horses. When horse riders are checked in at the lodge, hikers and bikers will be notified to use caution and to stay on designated trails. All multi-use trails will be maintained by the County and with help from volunteer groups. • Mountain biking trails- There are three main areas where mountain biking (off-road cycling) trails are existing or proposed to be created. They were planned as Phase 1-3. The total length of the proposed trails was approximately 13 miles in length, this includes the main access road, easement road and a small portion of the multi-use trails. These trails have been created in phases.. The majority of the biking trails are very narrow in width and are kept separate from the horseback-riding trails. However, hikers and trail runners may share the mountain biking trails with caution. Two main areas are located in the western portion of the Preserve. The first main area, Phase I, is located in the west center, south of the main road that leads to the oil wells. This was the first completed phase of the biking trails. These trails have been named Panther Pass and Black Bear Berm. This area was formerly harvested of cabbage palms, as a result there were several existing trails that were used to create approximately 4.5 miles of winding singletrack trail through the forested area. Phase 2, which has been named Kite flight is aa 5.5 mile partial perimeter trail that runs along the edges of the pastures and starts from the winding singletrack area in the west central portion of the preserve, and continues north along the pastures to the northern property boundary. It willeventually turn east and will circle back down the multi-use trail past the cattle pens to the main road. It will then follow the main road back to the parking area Approximately, one-third of this trail has been created. USFWS is requiring that this trail continuation only be created along the edges of the forest and that no new trails are cut into the woods. They are requiring this as part of the future Florida Panther Conservation Easement. • The third possible area or Phase 3, was planned to be created in the extreme southwest area, west of the easement road. This would have been a 2 mile winding singletrack loop trail in the center of the existing Sunflower Trace horseback riding trail. This potential trail has been denied by the USFWS due to the future Panther Conservation Easement. Conservation Collier Program 80 .„4. , , . 160 6 . .... ., Pepper Ranch Preserve Land Management Plan Trails have been and will continue to be created according to the International Mountain Biking Standards (IMBA) and the majority of the trails will be narrow single-track trails created and maintained by the use of hand tools such as a weed cutter and loppers etc. A local non-profit off-road cycling group called the Florida Mudcutters have been volunteering since 2012 and have created and maintained these trail systems. Helmets must be worn by bikers on these trails at all times. Trails are specifically marked. Special gates may be installed in the future to allow bikers to pass through cattle gates and small bridges/crossovers may need to be built over ditches in the cattle pastures. During rainy season portions of the trails may be closed due to wet conditions. Bikers may park at the main visitor center and ride to the trails or may also park in designated parking areas near the trailheads. The majority of the biking trails are maintained by the user group; however, County staff will determine at what level to assist based on available resources and will attempt to be present on work days to supervise new trail creation. Action Item 6.2 Pepper Ranch Quality Wildlife Management Hunt Program The preserve has been open to the public for hunting since September 2010. Hunting is limited to small game, hogs and turkey. Deer hunting was introduced in the Fall of 2011. The Preserve is closed on Saturday and Sunday during each hunt weekend. Currently, the hog hunts are limited to 10 hunters per weekend, while deer and turkey hunts are limited to 4 hunters per weekend. All hunters have designated hunting zones. The zone closest to the lake and the structures is limited to archery only(See Appendix 7). Several successful FWC youth hunts have been held each year for kids age 12-17 and at least two are planned to be held each year depending on the continued interest and volunteers. The number of public hunts and youth hunts that will be allowed each year may change when other public uses of the property increase and based on wildlife management determinations and public interest. Action Item 6.3 Recreational Drone Use is Prohibited The use of Unmanned Aerial Vehicles (UAV), for recreational use by the general public is prohibited within the preserve. Drones have been proven to cause stampedes with horses and cattle, they can interfere with prescribed burning and wildfire operations, and they also may infringe on the privacy and safety of preserve visitors. Requests by search and rescue organizations, fire and law enforcement agencies, other governmental and first-response agencies for a scheduled operation of non-recreational UAV on the preserve must be directed through the Division's Administrative Offices. Approval may be given for the purposes of training or reconnaissance through the Division Director. For all other non-recreational requests related to media, land management or research, a permit may be issued on a case by case basis. Each permit application will be adequately evaluated as to the appropriateness of the requested activities and whether the use of a UAV will result in unacceptable impacts to the preserve and visitors. If a aConservation Collier Program 81 1613 6 Pepper Ranch Preserve Land Management Plan permit is issued, it will clearlyidentifythe designated areas) where the UAV may be operated within the park. The permit will also contain the terms and conditions to ensure safe operation and will mitigate any unacceptable impact to the resources and the public. Users will specifically be advised not to fly them in the bald eagle nesting zone west of the main campground during nesting season, or near cattle or horseback riding areas. Coordination will need to be carried out if riders are on the property. County staff can only enforce drone use when they take off and land on our property. Drones that are flown over the preserve from other properties are under the jurisdiction of the Federal Aviation Administration (FAA). All permitted users should abide by the FAA applicable laws and regulations. GOAL 7:FACILITATE USES OF THE SITE FOR EDUCATIONAL PURPOSES Actions Item 7.1 Develop interpretive signage to educate preserve visitors. On completed trail systems, site-specific signage, including directional signage, has been installed to educate visitors on plant identification and general ecosystem information. Additional smaller trail specific interpretive signs will be placed at the various trailheads. Action Item 7.2 Provide maps and brochures for the public Brochures and trail maps for the preserve outlining the native plant communities, wildlife present, and trail locations will be created by County staff and will be offered to visitors during the check in process. Trail maps may also be available at the specific trailheads. The preserve manager or park ranger will inspect these boxes monthly and will refill the brochures as necessary. GOAL 8:PROVIDE A PLAN FOR SECURITY AND DISASTER PREPAREDNESS Action Item 8.1 Discourage any unauthorized visitation to the preserve at night and identify the hours of operation. A security light and sign designating park hours as sunrise to sunset has been installed at the entrances to the preserve and adjacent landowners will be given an emergency phone number if they detect human activity on the preserve after hours. If problems arise, the Collier County Sheriffs Office and/or FWC currently patrol the area and site on a routine basis. An automatic gate or temporary keypad combination at the entrance allows nighttime access to the preserve to registered campers, law enforcement and staff only. Campers will be advised that the northern public use area is only available for access from dawn to dusk. Action Item 8.2 Enforce regulations prohibiting trash and landscape debris dumping in or near the preserve. Currently, illegal dumping is not occurring on or near the preserve. Monthly property inspections will be conducted to monitor for such activity. Staff will work with the Collier County Sheriffs Office if problems start to arise. Conservation Collier Program 82 1606 6 Pepper Ranch Preserve Land Management Plan Action Item 8.3 Survey trees along the trail and the perimeter of the property for damage. Staff will routinely monitor the trees along the walking and hiking trails to determine if diseased, weak, or damaged trees/limbs exist and if so remove them to reduce the risk of visitor injury. Due to the length of the proposed trails at Pepper Ranch Preserve this activity will likely require the assistance from volunteers and/or the Department of Corrections work crews, as feasible. Action Item 8.4 Visit the preserve within 48 hours after a major storm event to assess damage. Staff will take photos of damage and fill out appropriate Collier County Risk Management Department or FEMA forms. If damage is extensive, the entire preserve or the affected portions will be closed until public safety hazards are cleared. Action Item 8.5 Promptly clear storm debris from preserve. If necessary, a Collier County emergency debris removal contractor will be contracted as soon as possible after the storm to schedule clean up. Removal of debris and damaged or downed trees along the trail system may be needed. Downed trees and limbs that do not appear to be a public safety hazard will be cleared at the discretion of the Preserve Manager. As much of the hurricane debris as possible will be chipped and retained onsite to be used as mulch for the trails. The preserve will be closed temporarily until the potential hazards are eliminated. Action Item 8.6 Public Safety Response Visitors will be given the phone number to the visitor's center incase of emergency. If a visitor is lost or injured, staff will notify the CCSO and EMS. Staff will attempt to locate the visitor in distress by use of a 4x4 vehicle or UTV until additional help arrives. An AED (automatic electronic defibrillator) is installed in the visitor center to utilize until EMS arrives. A helicopter can land close to the visitor center and the mountain bike trailhead parking area if needed. Designated landing spots will be mapped and given to EMS for future use. GOAL 9: PROVIDE PRELIMINARY PANTHER HABITAT UNIT(PHU) CALCULATIONS AND A DRAFT MONITORING PLAN PER USFWS REQUIREMENTS FOR AN ONSITE PANTHER CONSERVATION BANK A panther conservation bank on a portion of Pepper Ranch Preserve would create an inter-departmental partnership for Collier County. The mitigation or PHU's generated by the execution of a Conservation Easement held by a non-profit third party would be utilized for offsetting the panther impacts from Collier County transportation and other public works projects while providing the funding necessary to manage the preserve. PTh Conservation Collier Program 83 0V3 1600 Pepper Ranch Preserve Land Management Plan The information provided below in Action Items 9.1 and 9.2 is meant to provide the basis necessary to allow for the commencement of preliminary discussions with all stakeholders involved in a potential future bank. Action Item 9.1 Provide Panther Habitat Unit calculations for the area of Pepper Ranch Preserve proposed for a Panther Conservation Bank. Table 11 provides the calculations for the panther habitat units (PHU) for Pepper Ranch Preserve lands that are outside of Stewardship Sending Area 7 (SSA 7). The calculations are based on baseline conditions at the preserve using September 2012 USFWS habitat suitability scores. Conservation Collier Program 84 0 LóiJ6 Pepper Ranch Preserve Land Management Plan Table 11: Panther Habitat Unit Calculations excluding SSA 7-Pre Restoration FLUCFCS Area USFWS USFWS Habitat Type Code FLUCFCS Description (acres) Assigned PHU's PHU Value Pine forest 411 Pine flatwoods 149.89 9.5 1,423.95 Hardwood-Pine 434 Oak,slash pine,cabbage palm 180.35 9.3 1,677.26 Cypress swamp 621 Cypress 0.72 9.2 6.64 , 630 Wetland forested mix 23.81 9 214.31 6151 Red maple swamp 76.47 9 688.26 Hardwood swamp 6152 Pop ash swamp 2.69 9 24.21 6162 Pond apple depression 0.71 9 6.41 Shrub swamp/brush 631 Shrub wetland 4.38 5.5 24.07 Improved pasture 211 Improved pasture 549.67 5.2 2,858.28 641 Freshwater marsh 29.55 4.7 138.90 Marsh/Wet Prairie 643 Wet prairie 2.10 4.7 9.85 743 Spoil 1.24 3 3.72 3109 Upland prairie,disturbed 3.73 3 11.19 3209 Upland shrub,disturbed 3.56 3 10.69 4119 Pine flatwoods,distrubed 40.80 3 122.39 4349 Oak,slash pine,cabbage palm,disturbed 0.002 3 0.01 ,� 6189 Willow/shrub wetland,distrubed 5.44 3 16.31 6419 Freshwater marsh,disturbed 27.21 3 81.64 8146 Primitive trail 1.51 3 4.53 4119E1 Pine flatwoods,disturbed,exotics 5-24% 3.39 3 10.18 4349E1 Oak,slash pine,cabbage palm,disturbed,exotics 5- 68.73 3 206.19 24% Barren/Disturbed Lands 6169E1 Pond apple,laurel oak,cabbage palm,disturbed, 0.83 3 2.49 exotics 5-24% 6319E1 Shrub wetland,disturbed,exotics 5-24% 4.72 3 14.17 6419E1 Freshwater marsh,disturbed,exotics 5-24% 70.00 3 210.00 4119E2 Pine flatwoods,disturbed,exotics 25-49% 1.24 3 3.71 4349E2 Oak,slash pine,cabbage palm,disturbed,exotics 25- 8.86 3 26.57 49% 6319E2 Shrub wetland,disturbed,exotics 25-49% 0.09 3 0.26 6419E2 Freshwater marsh,disturbed,exotics 25-49% 26.19 3 78.57 6439E2 Wet prairie,disturbed,exotics 25-49% 7.50 3 22.50 6419E3 Freshwater marsh,disturbed,exotics 50-74% 3.46 3 10.37 743E4 Spoil,exotics 75-100% 8.16 3 24.47 4119E4 Pine flatwoods,disturbed,exotics 75-100% 3.69 3 11.06 Conservation Collier Program 85 0 16136 Pepper Ranch Preserve Land Management Plan �"-„. USFWS Ar USFWS Habitat Type FLCode S FLUCFCS Description es) Assigned PHU's (acPHU Value 422 Brazilian pepper,non-hydric 0.40 3 1.20 6192 Brazilian pepper,hydric 0.84 3 2.53 Exotic/Nuisance Plants 437 Australian pine 1.16 3 3.47 428E1 Cabbage palm,exotics 5-24% 1.14 3 3.41 428E3 Cabbage palm,exotics 50-74% 3.29 3 9.86 180 Campground 11,86 0 - Urban 700 Cattle Dipping Vat Remediation Area 1.02 0 - 8145 Shell road,graded and drained 14.31 0 - 512 Ditches 24.92 0 Water 512E4 Ditches,exotics 75-100% 0.66 0 - 742 Borrow pond 0.78 0 - Dry prairie with 14.5% 310E1 Upland prairie,exotics 5-24% 35.11 6.3/3 204.42 exotic plant coverage Dry prairie with 37% 310E2 Upland prairie,exotics 25-49% 4.01 6.3/3 20 36 exotic plant coverage Hardwood Forest with 14.5%exotic plant 427E1 Oaks,exotics 5-24% 1.57 9/3 12.73 coverage Hardwood Swamp with I ;,---, 14.5%exotic plant 630E1 Wetland forested mix,exotics 5-24% 1.80 9/3 14.61 coverage Shrub swamp/brush with 14.5%exotic plant 631E1 Shrub wetland,exotics 5-24% 1.35 5.5/3 6.91 coverage Marsh/Wet Prairie with 14.5%exotic plant 641E1 Freshwater marsh,exotics 5-24% 83.40 4.7/3 371.43 coverage Marsh/Wet Prairie with 37%exotic plant 641 E2 Freshwater marsh,exotics 25-49% 17.26 4.7/3 70.27 coverage Marsh/Wet Prairie with 62%exotic plant 641 E3 Freshwater marsh,exotics 50-74% 1.27 4.7/3 4.62 coverage I TOTAL 1,516.84 8,669.0 To determine the amount of PHU's that could be available for mitigation,the above calculations were performed based on site conditions pre restoration. USFWS has informed County staff that credit will only be given for restoration outside of the scope of this management plan. Control of invasive, exotic vegetation and prescribed fire will not result in additional PHU credits. The Preserve, excluding SSA 7, could provide approximately 8,669.0 PHUs. These preliminary PHU calculations are based on current (September 2012)USFWS habitat suitability scores and are subject to review and fmal approval by USFWS. Conservation Collier Program 86 0 • 160 6 Pepper Ranch Preserve Land Management Plan Action Item 9.2 Provide a draft Monitoring Plan per USFWS requirements for the area of Pepper Ranch Preserve proposed for a Panther Conservation Bank. With the establishment of a panther conservation bank the USFWS requires a monitoring plan for the lands within the designated bank to ensure the bank continues to meet its success criteria in perpetuity. Below is a draft monitoring plan for the creation of a possible panther conservation bank at Pepper Ranch Preserve. Monitoring Baseline monitoring will be completed by a consultant within 60 days of approval of the Bank by the Service and a baseline monitoring report will be forwarded to Service staff in Vero Beach within 45 days of the monitoring event. Time-zero monitoring will be completed within 60 days of the completion of initial prescribed fires. As with the baseline monitoring report, the time-zero monitoring report will be forwarded to Service staff in Vero Beach within 45 days of the monitoring event. Annual monitoring will begin 12 months following the time-zero monitoring event and continue for a total of five years. Annual monitoring reports will be forwarded to Service staff in Vero Beach prior to January 31 each year. If, at the end of five years of monitoring, the Bank has reached success criteria, monitoring will be conducted once every five years to ensure that success criteria are met in perpetuity. If success criteria are not met, annual monitoring will continue until they are achieved. A summary of the reporting schedule can be found in Table 15. Table 12: Nlonitoring and Reporting Schedule for Panther Conservation Bank .� Report Monitoring Implemented Delivery Baseline Monitorin: Within 60 Da s of A.'royal 45 da s Time-Zero Monitorin: Within 60 Da s of Initial Restoration 45 da s Annual Monitoring Year 1 12 Months After Time-Zero 45 days Monitorin: Annual Monitorin: Year 2 1 Year from Previous Re.ort ErBanli Annual Monitorin: Year 3 1 Year from Previous R-•ort MESE Annual Monitorin: Year 4 1 Year from Previous Re•ort Janu. 31 Annual Monitorin: Year 5 1 Year from Previous Re•ort Five-Year Monitoring 5 Years from Previous Report January 31 Year 10 Eve 5 ears thereafter 5 Years from Previous Re•ort Janu. 31 In addition to the information outlined below, the monitoring report will include a general overview of the land management activities (i.e. prescribed burns, exotic vegetation maintenance, pasture restoration activities, etc.) conducted since the previous monitoring report and planned maintenance and management activities during the next period. n Conservation Collier Program 87 v 160 6 Pepper Ranch Preserve Land Management Plan Vegetation Monitoring: Permanent monitoring transects will be established during the baseline monitoring event and located throughout the site to include a thorough representation of the various habitats onsite. Three vegetative strata will be sampled along each transect and will be representative of habitat types throughout the site. These strata are: overstory [plants greater than four inches diameter breast height (DBH)], understory (plants greater than four inches DBH and greater than three feet in height), and ground cover(all non-woody plants and woody plants less than three feet in height). The overstory and understory vegetation will be sampled in 10 m2 plots and the ground cover vegetation will be sampled in 1m2 plots along each monitoring transect. Panoramic photographs will be taken at the beginning of each transect to provide physical documentation of the condition and appearance of the property as well as any changes taking place. The panoramic photographs will be included in each monitoring report. For the overstory and understory strata, the relative canopy closure for each species will be recorded. Average shrub height will be recorded for all species identified in the understory stratum. Percent coverage and average height for all saw palmetto will be recorded for plots located within habitats with saw palmetto. The percent cover of groundcover species and bare ground will be estimated for the herbaceous study plots along each transect. Exotic and nuisance vegetation coverage within the plots will be recorded. Survival rate evaluations will occur throughout the site to include a thorough representation of the various habitats onsite. There will be a maximum of 17 transects with a total of 51 sample plots. Exotic and Nuisance Species Monitoring: /`"• In addition to the permanent monitoring transects, existing disturbed areas, such as fence lines, fire breaks, and primitive roads / trails, will be surveyed annually, using the FWC protocol, by vehicle and meandering pedestrian transects to assess the site for the presence and percent coverage of exotic vegetation species. Following the annual exotic vegetation surveys, an exotic vegetation map will be prepared illustrating the locations of exotic and nuisance vegetation in need of corrective action. The map will be provided to the County contractor annually to ensure timely and effective treatment. Wildlife Utilization: Spotlight transect surveys will be utilized to census white-tailed deer due to the large acreage of open habitat within the Preserve, density of forested habitat, and the available roads and trails. For each transect the spotlighting visibility will be estimated once per season, before conducting the spotlight census. The spotlighting visibility will be calculated as the acreage of habitat perpendicular to each transect which can be surveyed for white-tailed deer. Visibility will be dependent on the density and height of vegetation and also the terrain. Two hundred yards will be the maximum distance from which visibility will be quantified and white-tailed deer will be censused. Visibility stations will be placed every 0.10 miles along and at the beginning and end of each transect. At each visibility station a one-million candle power spotlight will be used to illuminate the habitat perpendicular to both sides of each transect. A Bushnell Laser Range Finder Sport 450 will be used to determine the distance, in yards, to the nearest obstruction which would deter viewing a deer on either side of each transect. The laser range finder will Conservation Collier Program 88 O� 1613 6 Pepper Ranch Preserve Land Management Plan have an accuracy of+1- one yard. The spotlighting visibility per transect and cumulative spotlighting visibility will be calculated as the acreage of visibility. Spotlight transect surveys will begin one-half hour after sunset. The deer spotlight census will follow the methodology described by Mitchell (1986). Six transects will be surveyed in order during each census and each transect will be surveyed without interruption until completed. All census data for each transect will be recorded on a separate data sheet. The data recorded will include: transect number, official sunset, date, time survey began, time survey ended, temperature,wind direction, average wind speed,percent cloud cover, name of personnel, number of bucks, number of does, number of fawns, and number of unknown deer. A minimum of four personnel will be utilized for each of the spotlighting censuses: one driver, one data recorder, and two spotlight observers. A four-wheel drive pickup truck will be utilized for each census and the spotlight observers will be stationed in the bed of the pickup. For each transect the vehicle will be driven at 5-10 mph and each spotlight observer will scan the habitat on their side of the vehicle with a one-million candle power spotlight. If a deer is observed the vehicle will briefly stopp and the spotlight observer will use binoculars to identify the age and sex of each deer observed. For each group of deer the spotlight observers will classify each deer as either buck, doe, fawn, or unidentified. A group will consist of one single deer by itself or more than one deer grouped together; and the grouping of deer will be subjective-meaning the spotlight observer will determine how deer in an area are grouped. Sex and age will be recorded /'\ for each deer only if all the deer in that group can be sexed and aged. If one deer in the group cannot be identified, then all the deer in the group will be classified as unidentified in order to reduce bias when estimating the total number of bucks, does, and fawns on the Preserve. The annual wildlife monitoring reports will include the following information: • Results of the annual spotlight survey. • A brief description of work performed since the previous report (if applicable) along with a discussion of any modifications to the survey methodology. • A list of all wildlife species observed during the survey. • Direct evidence (i.e.,tracks, scat, visual sightings, and rub trees) of panther prey species observed during each sampling period. • Hunt harvest data(if applicable). Regular and periodic observations of wildlife will be made during all monitoring events and other site visits by qualified ecologists. This will consist of recording evidence and signs of wildlife (i.e., direct sightings, vocalizations, burrows, nests, tracks, droppings, etc.). The number of white tailed deer, feral hog, and panther observations at the site will be recorded during each monitoring event and included in the annual reports. Conservation Collier Program 89 z 1606 Pepper Ranch Preserve Land Management Plan 4.5 Establish an Operational Plan for the Pepper Ranch Preserve This section provides management recommendations for operation of the Pepper Ranch Preserve. It discusses maintenance and budgeting needs, the possibilities for contracting the restoration activities, coordination and other management issues. 4.5.1 Maintenance Initially, the primary maintenance activities for the preserve includes invasive exotic species control and trail maintenance and site security. Particularly important are the security measures to prevent trespassing and to maintain the signage and fencing (where installed) in good condition. Signs that effectively convey the desired message provide an opportunity for increasing environmental education and awareness. Significant maintenance activities will be necessary for the upkeep of all public facilities including but not limited to the trailheads/parking areas, visitor center, campgrounds, boardwalks, restrooms and interpretive signage. 4.5.2 Estimated Annual Costs and Funding Sources Preliminary budget estimates for Pepper Ranch Preserve include cost breakdowns associated with resource restoration and management. The funding source identified for the restoration and management activities is the Conservation Collier Program Management Trust Fund. Grants will be sought to supplement existing management funds particularly for the areas within SSA 7. Staff utilizes the Collier County Sheriffs Department weekend work programs and the Civil Citation program for certain labor projects and may also separately involve the County Scout programs and volunteers for /"`N trail maintenance and enhancement. The budget in Table 13 represents the actual and unmet budgetary needs for managing the lands and resources of the preserve over ten years. The table shows the actual costs of land management activities, construction costs since acquisition and the estimated costs over the next 3 years. . This budget was developed using data from Conservation Collier and other cooperating entities, and is based on actual costs for land management activities, equipment purchases and maintenance, and for development of fixed capital facilities. The budget considers available funding and is consistent with the direction necessary to achieve the goals and objectives for Pepper Ranch Preserve. In August of 2017, a thorough building assessment was conducted by engineers and building inspectors on all the structures on the property. It was determined that several structural issues need to be addressed to maintain the historical visitor center and pole barns. Maintenance on these structures has been budgeted for in the fical year 2017-18. However, after much deliberation, staff has decided that the cottage/caretaker's home will have to be torn down. It has had major structural issues since we purchased the property, and the cost to continue to mitigate these ongoing problems will be excessive. A concrete pad will be installed at the north end of the campground with a full hook-up to allow a campground host to reside there during the months that the preserve is open. Decisions will have to be made in the future on whether or not to also install a manufactured home on the property for an enforcement officer to live in. 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Restoration and management activities that can be considered for outsourcing to private entities are listed in Table 14. Table 14: Potential Contracting for Restoration and Management Activities Activity Approved Conditional Rejected Prescribed fire and/or mechanical treatment application X Minor fireline installation X Fireline,fence and trail maintenance X Fence installation X Plant and wildlife inventory and monitoring X Listed species mapping and needs assessment X Restore/enhance encroachment and ruderal areas X Reduce exotic species X Literature development and printing X Interpretive signs development and installation X Trail installation X Parking Area construction X Law enforcement and patrol X Conservation Collier Program 92 v j 16136 Pepper Ranch Preserve Land Management Plan 5.0 LITERATURE CITED Abrahamson, W. G., and D. C Hartnett. 1990. Pine flatwoods and dry prairies. Pages 103-149 in R. L. Myers and J. J. Ewel editors. Ecosystems of Florida. University of Central Florida Press; Orlando, Florida. Brown, P.M. 2002. Wild Orchids of Florida. Gainesville: The University Press of Florida. 409 p. Bush,C.S.,and J.F.Morton. 1969.Native Trees and Plants for Florida Landscaping. Pages 8-9. Florida Department of Agriculture and Consumer Services. Campbell K. M. 1990. Soil survey of Collier County area Florida. USDA, Natural Resources Conservation Service; Washington,D.C. Campbell, T. 2001. The brown anole. Institute for Biological Invaders: Invader of the Month. University of Tennessee, Knoxville, TN. Available from htfp://invasions.bio.utk.edu/invaders/sagrei.html (accessed November 2007). Campbell, T. S. 1996. Northern range expansion of the brown anole, Anolis sagrei, in Florida and Georgia. Herp. Review 27:155-157. Campbell, T. S. 2000. Analyses of the effects of an exotic lizard (Anolis sagrei) on a native lizard (Anolis carolinensis) in Florida, using islands as experimental units. Ph.D. Dissertation, University of Tennessee, Knoxville,TN. Coates, S. F., M. B. Main, J. J. Mullahey, J. M. Schaefer, G. W. Tanner, M. E. Sunquist, and M. D. Fanning. 1998. The coyote (Canis latrans): Florida's newest predator. University of Florida Cooperative Extension Service Document WEC124. 5pp. University of Florida, UF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/pdffiles/UW/UW12700.pdf (accessed November 2007). Cobb, B., E. Farnsworth, C. Lowe. 2005. Ferns of Northeastern and Central North America.New York: Houghton Mifflin Company. 417 p. Endangered Species Act. US Code Title 16 Chapter 35 § 1532 (19) (1973). Available from http://www.fws.gov/Endangered/pdfs/esaall.pdf eFloras. Flora of North America. Available from http://efloras.org/florataxon.aspx?flora_id=1&taxon_id=233500308 (accessed December 2009) Conservation Collier Program 93 ; ° I 6 6 Pepper Ranch Preserve Land Management Plan Fairbank, P. and S. Hohner. 1995. Mapping recharge (infiltration and leakage) throughout the South Florida Water Management District. Technical publication 95-20 (DRE # 327). SFWMD,West Palm Beach, Florida. Federal Endangered Species Act of 1973, as amended, Pub. L. No. 93-205 (87 Stat. 884). Florida Depai lucent of State (FDOS). 2006. Aerial Photography of Florida, a State University System of Florida PALMM Project. Available from http://web.uflib.ufl.edu/digital/collections/flap/Counties/index.html(accessed on December 2009). Florida Department of Transportation 1999. Florida Land Use and Cover Forms Classification System(FLUCFCS). Florida Exotic Pest Plant Council (FLEPPC). 2009. List of Florida's invasive plant species. Florida Exotic Pest Plant Council. Available from http://www.fleppc.org/list/091ist.htm(accessed December 2009). Florida Fish and Wildlife Conservation Commission(FWC). 1999-2010. Species information—coyote. Available from http://www.myfwc.com/WILDLIFEHABITATS/SpeciesInfo_Coyote.htm (accessed on December 2009). Florida Fish and Wildlife Conservation Commission (FWC). 2003. Florida's breeding bird atlas: A collaborative study of Florida's birdlife. http://www.myfwc.com/bba/ (accessed December 2009). Florida Fish and Wildlife Conservation Commission(FWC). 2007. The Coyote in Florida: Compiled by Walter McCown and Brian Scheick. Fish and Wildlife Research Institute. Available from http://www.myfwc.com/docs/WildlifeHabitats/CoyoteWhitePaperFinal.pdf (accessed July 2010) Florida Fish and Wildlife Conservation Commission(FWC). 2009. Standard Exotic Plant Survey Protocol. Tallahassee,Florida. Florida Fish and Wildlife Conservation Commission(FWC). 2009. Florida's Endangered Species, Threatened Species, and Species of Special Concern. Available from http://www.myfwc.com/docs/WildlifeHabitats/Threatened_Endangered_Species.pdf (accessed on December 2009). Florida Natural Areas Inventory (FNAI) and Florida Department of Natural Resources (FDNR) 1990. Guide to the Natural Communities of Florida. Florida Natural Areas Inventory and Florida Department of Natural Resources. Conservation Collier Program 94 1606 Pepper Ranch Preserve Land Management Plan Florida Natural Areas Inventory (FNAI). Natural Communities. Tallahassee (FL). Available from: http://fnai.org/pdf/MAxCounty_201703.pdf (accessed August2017). Gann, G. D., K. A. Bradley, and S. W. Woodmansee. 2002. Rare Plants of South Florida: Their History, Conservation, and Restoration. The Institute for Regional Conservation. Miami, Florida. Giuliano, W. M., and G. W. Tanner. 2005. Control and management of wild hogs in Florida. Department of Wildlife Ecology and Conservation Publication WEC 192. 7pp. Florida Cooperative Extension Service, Institute of Food and Agricultural Sciences (IFAS), University of Florida. Available from http://edis.ifas.ufl.edu/UW221 (accessed December 2007). Giuliano, W. M., and G. W. Tanner. 2005. Ecology of wild hogs in Florida. Department of Wildlife Ecology and Conservation Publication WEC 191. 7pp. Florida Cooperative Extension Service, Institute of Food and Agricultural Sciences (IFAS), University of Florida. Available from http://edis.ifas.ufl.edu/UW220 (accessed December 2007). Humphrey, S.R. 1992. Florida black bear. Pp. 265-275. In S.R. Humphrey (ed.), Rare and Endangered Biota of Florida, Mammals. University of Florida, Gainesville, FL. Humphrey, S.R. and P.G.R. Jodice. 1992. Big Cypress fox squirrel. Pp. 224-233. In S.R. Humphrey (ed.), Rare and Endangered Biota of Florida, Mammals. University of Florida, Gainesville, FL. Kale HW II and Maehr DS. 1990. Florida's Birds: A Handbook and Reference. Sarasota: Pineapple Press. 288 p. Kushlan, J. A. 1990. Freshwater marshes. Pages 324-363 in R. L. Myers and J. J. Ewel editors. Ecosystems of Florida. University of Central Florida Press; Orlando, Florida. Langeland, K. A., and R. K. Stocker. 2001. Control of non-native plants in natural areas of Florida. University of Florida Cooperative Extension Service Document SP 242. 34pp. University of Florida, OF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/pdffiles/WG/WG20900.pdf(accessed January 2010). Langeland, K. A.,D. W. Clark,R. K. Stocker,and G. E. MacDonald. 2003. Evaluation of Foliar Applied Herbicides for Control of Christmas Senna. In Wildland Weeds. Winter 2009. Available from http://www.se- eppc.org/wildlandweeds/pdf/Winter2003-Langeland-pp13-14.pdf (accessed January 2010). Conservation Collier Program 95 0 4 , • 160 6 Pepper Ranch Preserve Land Management Plan Langeland, K.A. 2008. Natural area weeds: distinguishing native and non-native "Boston• ferns" and "sword ferns" (Nephrolepis spp.). University of Florida Cooperative Extension Service Document SS-AGR-22. 7pp. University of Florida, OF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/pdffiles/AG/AG12000.pdf(accessed January 2010). Larson, B. C., J. H. Frank, G. M. Allen, M. B. Main. 2006. Florida's native,bromeliads. University of Florida Cooperative Extension Service Circular 1466. 1Opp. University of Florida, OF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/UW205 (accessed November 2007). Lee, J. C. 1985. Anolis sagrei in Florida: phenetics of a colonizing species I. Meristic characters. Copeia 1985:182-194. Lodge, T. E. 2005. The Everglades handbook - Understanding the Ecosystem. 2nd edition. CRC Press, Boca Raton,FL. Liudahl, K.,D.J. Belz, L. Carey, R.W. Drew, S. Fisher, and R. Pate. 1990. Soil Survey of Collier County Area Florida. USDA, Natural Resources Conservation Service; Washington, D.C. Mazziotti, F. J. 2002. Wood Storks (Mycteria Americana). Wildlife Ecology and Conservation Department, Florida Cooperative Extension Service document SSWIS12. 2pp. University of Florida, OF/IFAS Extension Digital Information Source (EDIS) Database. Available from http://edis.ifas.ufl.edu/UW065 (accessed December 2009). Miller J. A. 1986. Hydrogeologic framework of the Floridan Aquifer System in Florida and in parts of Georgia, Alabama, and South Carolina. United States Geological Survey Professional Paper 1403-B. United States Government Printing Office, Washington, D.C. Natural Resource Conservation Service (NRCS). 2003 Feb. Conservation Practice Standard Prescribed Burning. Field Office Technical Guide Section IV. (FL): Code 338. 7 p. Nelson, G. 2000. The ferns of Florida: a reference and field guide. Pineapple Press, Sarasota, FL. Oaks, R. Q. and J. R. Dunbar. 1974. Post Miocene stratigraphy of the Central and Southern Atlantic Coastal Plain. Utah State University Press, Logan, Utah. Conservation Collier Program 96 CA 16D 6 Pepper Ranch Preserve Land Management Plan Schwartz, A. and R. W. Henderson. 1991. Amphibians and reptiles of the West Indies: descriptions, distributions, and natural history. University of Florida Press, Gainesville. Scott, T. M. 1988. Lithostratigraphy of the Hawthorne Group (Miocene). Florida Geological Survey Bulletin No. 59,Tallahassee, Florida. Stokes, C. 2009. From Crop to Weed — Natalgrass in Florida. Pp. 8-9. In Wildland Weeds. Summer 2009, Volume 12, Number 3. Florida Exotic Pest Plant Council. Gainesville, FL. Thornton, D. H., M.E. Sunquist, M.B. Main 2004. Ecological Separation within Newly Sympatric Populations of Coyotes and Bobcats in South Central Florida. Journal of Mammalogy 85(5) 973-982. United States Department of Agriculture (USDA)/Soil Conservation Service. 1984. Soil Survey of Collier County. United States Department of the Interior(USDI). 2004. U.S. Geological Services historic aerial photo web page available from http://sofia.usgs.gov/publications/ofr/02- 327/htm/imagedir.htm(accessed on December 2009). United States Fish and Wildlife Service (USFWS). 1999. Mesic temperate hammocks. South Florida multi-species recovery plan — a species plan...an ecosystem /"''N approach. USFWS Southeast Region, Compact Disk. United States Fish and Wildlife Service (USFWS). 1999. Mesic flatwoods. South Florida multi-species recovery plan — a species plan...an ecosystem approach. USFWS Southeast Region, Compact Disk. United States Fish and Wildlife Service(USFWS). 2009. Federally listed species list available from http://www.fws.gov/endangered/wildlife.html#Species (accessed on December 2009). Wade D. D., and J. D. Lundsford. 1989. A guide for prescribed fire in southern forests. National Wildfire Coordinating Group. Technical Publication R8-TP 11. 56 p. Available from: National Interagency Fire Center, ATTN: Supply, 3833 S. Development Ave.,Boise, ID 83705. Order NFES#2108. Wunderlin, R. P., and B. F. Hansen. 2008. Atlas of Florida vascular plants. [S.M. Landry and K.N. Campbell (application development), Floirda Center for Community Design and Research]. Institute for Systematic Botany, University of South Florida, Tampa. Available from http.//www.plantatlas.usf.edul. Conservation Collier Program 97 0 160 6 Pepper Ranch Preserve Land Management Plan Appendix 1 Pepper Ranch Preserve Legal Description Conservation Collier Program 98 1 6 D 6 ' ; , i i# €ite ,,,k, ,44$ a.iis ti $$itg, 9 i„ „„ 9: ai#itl tli .#t " $1. ; It $€ 'i l i a f 11 t I ili 4i 0 4 8± a4 R\ "$.\ a $ i a e tai $ ►E 1 $; 1 1 f $ �.. # #. i i # -i t1 a 4 ti ' 4 t � a#* ` ` .it.a malt 1 t t/ Zi,-.I #Na$ i 9;-1051 i ., ;4 g # 3 $. . , } I. $ a1� $ $ t' !i�#� s # ; c! i=1 9 t t °:a°i: �� af� � i w i in $ g ai j.o t, K 1 a $ �i �� # � w,tf �#° � €�a #$ �! tlttr !}}ttt t'� t a� g a. a . a n . g e °1g ,6.4 iS t Hifi•+.:e:c4 1141 ..,111e, P 13 ! it # i I ::tt aiisas is # i,1,6 9 t i l t ty 1 1 1 1;; ti 11 $i;t. ; '.s. #_ t: a 5 13 ##a .ii, a #1 Ht .it= #$ ;4444 ti= == fit -# al.=4 _< i $1) I I; $ ; 1 ilii II,331$r.34}z5;�i-i3131itt�i€1Ial5$°I $l, nZ a #aaia !#ta.ti #aiaia5n.2 it Its $a it .,..:a.R= . .:tat t1 lai" o m # '1 , \.4 ''Nts e ` wI r '"' i a. @ ! �... ; . t $-'\` S •+; • anIANIM uwxti t r ow\sa t v a_- \Y;v".G JSM.__.—a—.._.*nj a1R_.. 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Y i a J Z x a t kk - p 9 z Et r a a :F��ix a a s w ,s a" . x tr. fid.'�- a w a # „t a - - .f ! a12'j j#$,C 7—"�ssi" i ii.t 41a ;; i is#3 2 g€i '` lk Aufini fir - 11 1$$i T 1606 Appendix 2 Florida Land Use, Cover and Forms Classification System Designations for Pepper Ranch Preserve — (2'x3' map) (Same as map on page 22 only larger) A(t; 16D 6 Appendix 3 Florida Natural Areas Inventory Designations for Pepper Ranch Preserve — (2'x3' map) (Same map as on Page 24 only larger) 0 1606 Appendix 4 Floristic Inventory of Pepper Ranch Preserve 0 1606 Appendix 5 Management Unit Map of Pepper Ranch Preserve 1 6 D 6 .• _ w,,H .r..._t5 -1,,,T-!:,----;!,-,..-., o - 'ks ( B I I a -a Wrdr s G �, R £ ' :tom i sa � I, ' d$sa4 "7''''','" ce Iwu c •i `y • 1 f0 V' w a x 8fi v Js I , — eves. wlbuweronin,I,M00p-VOI6 3...eq.on.nn 160 6 Appendix 6 Cattle Lease 0 1 60 1 10 Cattle Lease Lease# CC — 1 02 LEASE AGREEMENT THIS LEASE AGREEMENT entered into this oo"1 day of /"�n ILL'/ ,2014,between LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership, by its undersigned General Partners, whose address is 719 Hickory Rd., Naples, Florida 34108, hereinafter referred to as "LESSEE", and COLLIER COUNTY,a political subdivision of the State of Florida,whose mailing address is 3299 Tamiami Trail East,Naples, Florida 34112,hereinafter referred to as"LESSOR". WITNESSETH In cot ideration of the mutual covenants contained herein,and other valuable consideration,the parties agree as follows: ARTICLE I. Demised Premises and Use LESSOR hereby leases to LESSEE and LESSEE hereby leases from LESSOR Two Thousand Two Hundred ninety three(2,293)acres of property described in Exhibit"A,"which is attached hereto and made a part of this Lease, hereinafter called the"Demised Premises," situated in the County of Collier and the State of Florida, for the sole purpose of cattle grazing and incidental activities that are directly related to beef cattle production. All animal husbandry principles and practices applicable to the property and efficient use of grazing resources shall be followed at all times. The LESSEE shall be responsible for the establishment and implementation of sound grazing practices based on the best management guidelines of the U.S. Department of Agriculture's National Resources Conservation Service. Consistent with its status as a tenant the LESSEE will have exclusive use and possession of the Demised Premises,however,the LESSOR may,as specified below:(i)alter its boundaries and/or(ii)make use of portions of it for hunting,public access,and other activities consistent with the Conservation Collier program,as described below in this Article 1 and in Article 16(e)and(f). LESSOR'S use shall not,however,interfere with LESSEE'S permitted use of the Demised Premises.nor cause LESSEE'S use,as permitted,nor expose LESSEE to liability to third parties based on the use that LESSOR is permitted to make of the Demises Premises. This LEASE AGREEMENT may be amended from time-to-time in order to change the size of the Demised Premises as necessary to accomplish the goals,policies,and objectives of the Conservation Collier Implementation Ordinance(Ordinance 02-63,as amended). LESSOR'S representative(e.g.,Real Estate Services Staff)shall advise LESSEE,in writing,of its intent to recommend that LESSOR amend this LEASE AGREEMENT. Any Such change shall only be effective not less than ninety(90)days after it is executed by the Board of County Commissioners. ARTICLE 2. Term of Lease LESSEE shall have and hold the Demised Premises for a term of five(5)years, commencing on the date LESSOR executes this Lease. LESSEE is granted the option,provided LESSEE is not in default of any of the terms of this Lease,to renew same for two(2)additional terms of one(I)year,under the same terms and conditions,except as to the rental amount,as provided herein,by giving written notice of LESSEE'S intention to do so to the LESSOR not less than thirty(30)days prior to the expiration of the leasehold estate hereby created. LESSOR reserves the right to deny LESSEE,in writing,of any renewal term. Both LESSOR and LESSEE reserve the right to terminate this lease,without cause,by providing the other party with at least thirty(30)days written notice to the address set forth in ARTICLE 14 of this Lease. 1606 6 1 10 LESSEE and LESSOR reserve the right to terminate this Lease,with cause,upon default by the other party as described in Article 12 and in Article 13, after any cure or grace period during the entire term of this Lease,by providing the other party with thirty(30)days written notice to the address set forth in ARTICLE 14 of this Lease Upon termination of this Lease by either party,LESSEE will have ninety(90)days to make arrangements to remove the existing cattle,during which ninety(90)days the cattle must remain. LESSOR will remit to LESSEE any prepaid and unearned rent for any period that exceeds(60)days after such 90 days.During the ninety(90)day period that LESSEE remains in possession after termination,LESSEE shall continue to have said mowing obligations as described in Article 3 or may pay rent prorated at the amount described in Article 12,however,LESSEE shall not be liable for any interest thereon as described in said Article 12. Such mowing or rent obligations shall cease when LESSEE vacates the Demised Premises. All notices shall be effective upon placement of the notice in an official depository of the United States Post Office, Registered or Certified Mail,Postage Prepaid. ARTICLE 3. Rent LESSEE hereby covenants and agrees to pay as rent the annual sum of Twenty-four Thousand Two Hundred Dollars and No Cents($24,200.00)for grazing up to Two Hundred(200)Animal Units within the Demised Premises plus One Hundred Twenty-one Dollars and No Cents($121.00)for each additional Animal Unit. Annual payment to the County shall be accompanied by a certification stating the number and age class of Animal Units being grazed on the land parcels. Said annual rent shall be paid in full upon thirty(30)days from the date in which this Lease is executed by the LESSOR. LESSEE will also be responsible for the payment of additional rent as provided for in ARTICLE 5 of this Lease. In the event LESSEE elects to renew this Lease,as provided for in ARTICLE 2,the rent set forth in ARTICLE 3 shall be increased utilizing the method outlined in ARTICLE 4. ARTICLE 4. Renewal Term Rent In the event LESSEE elects to renew this Lease,as provided for in ARTICLE 2,the rent set forth in ARTICLE 3 shall be increased for each ensuing one (1) year renewal term by five (5) percent from the previous year, compounded. ARTICLE 5. Modifications to Demised Premises Prior to making any changes,alterations,additions or improvements to the Demised Premises,LESSEE will provide to LESSOR all proposals and plans for alterations, improvements, changes or additions to the Demised Premises for LESSOR'S written approval, specifying in writing the nature and extent of the desired alteration, improvement, change, or addition, along with the contemplated starting and completion time for such project. LESSOR,or its designee,will then have sixty(60)days within which to approve or deny in writing said request for changes,improvements,alterations or additions.LESSOR shall not unreasonably withhold its consent to required or appropriate alterations,improvements,changes or additions proposed by LESSEE. If after sixty(60)days there has been no response from LESSOR,or its designee,to said proposals or plans,then such silence shall be deemed as a denial to such request to LESSEE. LESSEE covenants and agrees in connection with any maintenance, repair work, erection, construction, improvement, addition or alteration of any authorized modifications, additions or improvements to the Demised Premises, to observe and comply with all then and future applicable laws, ordinances, rules, regulations, and requirements of the United States of America, State of Florida, County of Collier,and any and all governmental agencies. All alterations,improvements and additions to the Demised Premises shall at once,when made or installed,be deemed as attached to the freehold and to have become property of LESSOR.Prior to the termination of this Lease or any renewal term thereof,or within thirty(30)days thereafter,if LESSOR so directs,LESSEE shall promptly remove 2 1606 1 10 the additions,improvements,alterations,fixtures and installations which were placed in,on,or upon the Demised Premises by LESSEE,and repair any damage occasioned to the Demised Premises by such removal;and in default thereof,LESSOR may complete said removals and repairs at LESSEE'S expense. LESSEE covenants and agrees not to use,occupy,suffer or permit said Demised Premises or any part thereof to be used or occupied for any purpose contrary to law or the rules or regulations of any public authority. ARTICLE 7. Access to Demised Premises LESSOR,its duly authorized agents,representatives and employees,shall have the right to enter into and upon the Demised Premises or any part thereof at any time,without notice to the LESSEE,for the purpose of examining the same and making repairs,inspecting or curing a default or nuisance,or providing maintenance service therein,and for the purposes of inspection for compliance with the provisions of this Lease Agreement. If LESSOR should need to utilize the property for any length of time,for any purpose,the LESSOR shall advise the LESSEE of its intentions by oral notice. ARTICLE 8. Assignment and Subletting LESSEE covenants and agrees not to assign this Lease or to sublet the whole or any part of the Demised Premises,or to permit any other persons to occupy same. ARTICLE 9. Indemnity LESSEE, in consideration of Ten Dollars ($10.00), the receipt and sufficiency of which is hereby acknowledged,shall indemnify,defend and hold harmless LESSOR,its agents and employees from and against any and all liability(statutory or otherwise),damages,claims, suits,demands,judgments,costs,interest and expenses (including,but not limited to,attorneys'fees and disbursements both at trial and appellate levels)arising directly from any injury to,or death of,any person or persons or damage to property(including loss of use thereof)related to(A) LESSEE'S use of the Demised Premises,(B)any work or thing whatsoever done,or any condition created(other than by LESSOR,its employees,agents or contractors)by or on behalf of LESSEE in or about the Demised Premises,(C) any condition of the Demised Premises due to or resulting from any default by LESSEE in the performance of LESSEE'S obligations under this Lease,or(D)any act,omission or negligence of LESSEE or its agents,contractors, employees,subtenants,licensees or invitees. It is acknowledged that in accord with the terms of this Lease(i)certain uses may be made of the Demised Premises by the LESSOR and(ii)LESSOR may permit third parties to make use of the Demised Premises. The Demised Premises are unimproved agricultural pasture lands and/or naturally vegetated areas. LESSEE'S responsibilities for maintenance in accord with Article II,and its responsibility and liability to LESSOR under this Article 9 are and shall be based on the standards of care required of a tenant of lands having the forgoing characteristics and uses and an absence of business invitees. In case any action or proceeding is brought against LESSOR by reason of any one or more thereof,LESSEE shall pay all costs,attorneys'fees,expenses and liabilities resulting there from and shall defend such action or proceeding if LESSOR shall so request,at LESSEE'S expense,by counsel reasonably satisfactory to LESSOR. The LESSOR shall not be liable for any injury or damage to person or property caused by the elements or by other persons in the Demised Premises, or from the street or sub surface, or from any other place, or for any interference caused by operations by or for a governmental authority in construction of any public or quasi public works. The LESSOR shall not be liable for any damages to or loss of,including loss due to petty theft,any property, occurring on the Demised Premises or any part thereof,and the LESSEE agrees to hold the LESSOR harmless from any claims for damages,except where such damage or injury is the result of the gross negligence or willful misconduct of the LESSOR or its employees. 3 0 160 6 1 10 ARTICLE 10.Insurance LESSEE shall provide and maintain a farm liability policy which shall be approved by the Collier County Risk Management Department, for not less than an amount of One Million Dollars and No/100 Cents($1,000,000.00) throughout the term or any renewals thereof to this Agreement. In addition,LESSEE shall provide and maintain Worker's Compensation Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage shall include Employer's Liability with a minimum limit of One Hundred Thousand Dollars and No/I00 Cents($100,000.00)each accident. Such insurance policy(ies) shall list Collier County as an additional insured thereon. Evidence of such insurance shall be provided to the Collier County Risk Management Department,3335 Tamiami Trail East,Suite 101, Naples, Florida, 34112, for approval prior to the commencement of this Lease Agreement; and shall include a provision requiring ten(10)days prior written notice to Collier County c/o County Risk Management Department in the event of cancellation or changes in policy(ies)coverage. LESSOR reserves the right to reasonably amend the insurance requirements by issuance of notice in writing to LESSEE,whereupon receipt of such notice LESSEE shall have thirty(30)days in which to obtain such additional insurance. LESSOR shall maintain such liability insurance,or self funded liability reserves,as are appropriate to protect itself and LESSEE from third party claims based on use of the Demised Premises that the LESSOR is permitted to make,or allows third parties to make,in accord herewith. ARTICLE 11.Maintenance LESSEE shall be allowed to store,within the Demised Property, in a location approved in writing by the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve,any functional maintenance equipment and supplies required for activities directly related to beef cattle production on the Demised Property. LESSEE,at its sole cost and expense,shall mow the six hundred sixty three(663)acres of improved pasture within the Demised Property a minimum of one(1)time per year. LESSEE may roller chop specific areas of pasture when needed to control exotic and woody plant growth and to upkeep areas located around cattle pens. Any off-site mowers or other equipment must be cleaned thoroughly prior to entering the Demised Property as a means to prevent the introduction of nuisance or exotic plant species. LESSEE shall develop the mowing schedule and include variables such as excessive rainfall,drought or other unforeseen conditions,and provide such schedule to the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve. Each individual improved pasture within the Demised Property may include mineral feeders,supplemental feed trough,and molasses feed tanks as a means to control cattle concentration areas. No outside hay may be brought into the Demised Property to prevent introduction of nuisance or exotic plant species. Rotation of cattle shall continue throughout the year on a scheduled basis. In the event there has been an extremely dry and cold winter or an exceptionally wet season,the cattle will be managed by LESSEE to fit the available forage. LESSEE may not fertilize improved pasture areas. Unless specifically authorized in writing by LESSOR in advance,plowing,ditching or digging of water holes shall be prohibited. By the end of the second year of the initial term of the cattle lease,LESSEE,at its sole cost and expense,shall repair and erect,if not already existing,a fence around that area of the Demised Premises which shall contain any cattle. This fencing is crucial in retaining cattle and preventing cattle from roaming off of the Demised Premises. LESSEE shall,at its sole cost and expense,keep the Demised Premises free from debris,litter,abandoned equipment and vehicles,and the like,at all times. If said Demised Premises are not kept free from debris, litter, abandoned equipment and vehicles,and the like,in the opinion of LESSOR,LESSEE'S manager will be so advised in writing. If corrective action is not taken within ten(10)days of the receipt of such notice,LESSOR will cause the same to be cleaned and corrected and LESSEE shall assume and pay all necessary cleaning costs and such costs shall 4 1 60 6 1 18 constitute additional rent which shall be paid by LESSEE within ten(10)days of receipt of written notice of costs incurred by LESSOR. The LESSEE, at its sole cost, shall repair all damage to the Demised Premises caused by LESSEE, its employees,agents,independent contractors,guests,invitees,licensees,and patrons. The LESSEE,at its sole cost,shall remove from the Demised Premises in accordance with all applicable rules, laws and regulations,all non-naturally occurring solid,liquid,semisolid,and gaseous trash and waste(but not animal waste)and refuse of any nature whatsoever which might accumulate and arise from the operations of the LESSEE'S business.Such trash,waste and refuse shall be stored in closed containers approved by the LESSOR. LESSEE shall make monthly inspections of exterior fences and gates and make repairs to the fencing as needed. LESSOR shall be responsible for all invasive exotic plant maintenance treatments and non-pastureland prescribed burning within the Demised Property. LESSEE shall be responsible for providing to the LESSOR,on an annual basis,an inspection report of the property and its operations.At a minimum,the report must include the information identified in Exhibit"B". LESSOR/Preserve Manager shall visit the property at least semi-annually to evaluate the management and grazing operation. The LESSOR/Preserve Manager and the LESSEE/Managing Partner shall meet annually to review and,if necessary,revise any grazing and/or pasture management plans. LESSEE shall report any violation observed pertaining to rules and regulations promulgated by Collier County or the Florida Fish and Wildlife Conservation Commission. LESSEE shall immediately report any incidence of the following: • Fire • Vandalism • Theft • Poaching • Trespassing • Any hazard, condition or situation that may become a liability to the County or may be damaging to the property or improvements on the property. LESSEE has no affirmative duty to actively monitor conditions for discovery of such activities. Any expense related to utilities used solely by the LESSEE shall be paid for by the LESSEE. ARTICLE 12.Default by LESSEE Failure of LESSEE to comply for thirty(30)days with any material provision or covenant of this Lease shall constitute a default,LESSOR may,at its option,terminate this Lease after thirty(30)days written notice to LESSEE, unless the default be cured within the notice period(or such additional time as is reasonably required to correct such default).However,the occurrence of any of the following events shall constitute a default by LESSEE,and this Lease may be immediately tenninated by LESSOR: (a) Abandonment of Demised Premises or discontinuation of LESSEE'S operation. (b) Falsification of LESSEE or an agent of LESSEE of any report required to be furnished to LESSOR pursuant to the terms of this Lease. (c) Filing of insolvency,reorganization,plan or arrangement or bankruptcy. 5 0 6 13 6 1 1D (d) Adjudication as bankrupt. (e) Making of a general assignment for the benefit of creditors. (t) If LESSEE suffers this Lease to be taken under any writ of execution. In the event of the occurrence of any of the foregoing defaults in this ARTICLE,LESSOR,in addition to any other rights and remedies it may have,shall have the immediate right to re enter and remove all persons and property from the Demised Premises.Such property may be removed and stored in a public warehouse or elsewhere at the cost of and for the account of LESSEE,all without service of notice or resort to legal process and without being deemed guilty of trespass,or being liable for any loss or damage which may be occasioned thereby. LESSOR may,at its option,terminate this Lease after receipt by LESSEE of thirty(30)days notice in writing if a lien is filed against the property or the leasehold interest of the LESSEE,and not removed within thirty(30)days by LESSEE,pursuant to the Florida Mechanics Lien Law. If LESSEE fails to pay the rental amount or any additional charges when due to LESSOR as specified in this Lease, and if said amounts remain unpaid for more than ten(10) days past the due date, the LESSEE shall pay LESSOR a late payment charge equal to five(5) percent of any payment not paid promptly when due. Any amounts not paid promptly when due shall also accrue compounded interest of two(2)percent per month or the highest interest rate then allowed by Florida law,whichever is higher,which interest shall be paid by LESSEE to LESSOR. ARTICLE 13. Default by LESSOR LESSOR shall in no event be charged with default in the performance of any of its obligations hereunder unless and until LESSOR shall have failed to perform such obligations within thirty(30)days(or at LESSOR'S sole discretion,such additional time as is reasonably required to correct such default)after notice to LESSOR by LESSEE properly specifying wherein LESSOR has failed to perform any such obligations. ARTICLE 14.Notices Any notice which LESSOR or LESSEE may be required to give to the other party shall be in writing to the other party at the following addresses: LESSOR: LESSEE: Board of County Commissioners Mr.Thomas Taylor,General Partner cfo Real Property Management Lake Trafford Ranch,LLLP 3335 Tamiami Trail East,Suite 101 719 Hickory Rd. Naples,Florida 34112 Naples,Florida 34108 cc:Office of the County Attorney Mr.Christopher Allen,General Partner 3299 Tamiami Trail East,Suite 800 Lake Trafford Ranch,LLLP Naples,Florida 34112 555 Hickory Road Naples,Florida 34108 Conservation Collier Coordinator North Collier Regional Park 15000 Livingston Rd. Naples,Florida 34109 ARTICLE 15.Surrender of Premises LESSEE shall remove any improvements completed by LESSEE prior to the expiration of this Lease and shall deliver up and surrender to LESSOR possession of the Demised Premises and any improvements not removed upon expiration of this Lease,or its earlier termination as herein provided,in as good condition and repair as the same shall 6 1606 1 113 be at the commencement of the term of this Lease or may have been put by LESSOR or LESSEE during the continuance thereof,ordinary wear and tear and damage by fire or the elements beyond LESSEE'S control excepted. ARTICLE 16.General Provisions LESSEE agrees to contain cattle within the Demised Premises and prevent cattle from roaming off of the Demised Premises. LESSEE shall give oral notice to the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve at least three (3)days prior to any planned cattle round-up or additional cattle release, to allow Environmental Specialist the option to observe the cattle round-up or release. LESSEE shall maintain no less than Fifty(50)and no more than Two Hundred(200)Animal Units at the Demised Premises without written authorization from LESSOR. Increases to the maximum stocking rate shall be subject to acceptable range conditions as outlined within the prescribed grazing plan and as determined by the Collier County Environmental Specialist assigned to manage Pepper Ranch Preserve.Animal Units will be established based on the following table: Table 1: Animal Unit Equivalent Guide Species Average Animal Unit Weight Equivalent (pounds) (AUE) Cow,dry 950 0.92 Cow with calf 1,000 1.00 Bull,mature 1,500 1.35 Cattle,1 year old 600 0.60 Cattle,2 year old 800 0.80 LESSEE shall have the right to camp overnight on the Demised Premises,at LESSEE'S own risk,and shall be required to obtain any necessary permits,if required,for this use. If LESSEE should elect to destroy sick cattle,any use of firearms shall be permitted by LESSOR so as long as LESSEE is legally permitted to possess such firearm in the County of Collier and / or the State of Florida, as applicable. LESSEE acknowledges that there shall be no game hunting or any dispensation of firearms by LESSEE or his invitees upon the Demised Premises except as specifically allowed under this Lease. LESSEE fully understands that the police and law enforcement security protection provided by law enforcement agencies for the above referenced Demised Premises is limited to that provided to any other business or agency situated in Collier County, and acknowledges that any special security measures deemed necessary for additional protection of the Demised Premises shall be the sole responsibility and cost of LESSEE and shall involve no cost or expense to LESSOR. LESSEE expressly agrees for itself,its successor and assigns,to refrain from any use of the Demised Premises which would interfere with or adversely affect the operation or maintenance of LESSOR'S standard operations where other operations share common facilities. (a) Rights not specifically granted the LESSEE by this Lease are hereby reserved to the LESSOR. (b) LESSEE agrees to pay all sales tax imposed on the rental of the Demised Premises where applicable under law. 7 1606 1 I (c) If applicable, LESSEE agrees to pay all intangible personal property taxes that may be imposed due to the creation, by this Lease, of a leasehold interest in the Demised Premises or LESSEE'S possession of said leasehold interest in the Demised Premises. (d) LESSEE shall not perform any environmental property management activities,such as,but not limited to, burning or removal of vegetation,unless prior approval is granted by LESSOR. (e) LESSEE acknowledges that LESSOR will allow limited seasonal hunting on the Demised Premises. LESSOR is responsible for developing and implementing rules,protocols,and for the supervision of any hunters and members of the public generally to guard against accidents,injury to LESSEE'S cattle,and interference with LESSEE'S permitted use. LESSEE agrees to mow limited areas and/or shooting lanes prior to hunting weekends upon LESSOR's request. (f) LESSOR will engage a Range Conservationist to develop a prescribed grazing plan for the Demised Premises. LESSEE acknowledges that he will cooperate with LESSOR and any plans that may develop for the Demised Premises as a result of future planning. Implementation of any such plan shall require sixty(60)days written notice to LESSEE. ARTICLE 18.Extent of Liens All persons to whom these presents may come are put upon notice of the fact that the interest of the LESSOR in the Demised Premises shall not be subject to liens for improvements made by the LESSEE, and liens for improvements made by the LESSEE are specifically prohibited from attaching to or becoming a lien on the interest of the LESSOR in the Demised Premises or any part of either.This notice is given pursuant to the provisions of and in compliance with Section 713.10,Florida Statutes. ARTICLE 19. Quiet Enjoyment Subject to LESSOR'S rights provided in this Lease,LESSOR covenants that LESSEE,on paying the rental amount and performing the covenants,terms and conditions required of LESSEE contained herein,shall peaceably and quietly have,hold and enjoy the Demised Premises and the leasehold estate granted to LESSEE by virtue of this Lease Agreement. ARTICLE 20.Waiver No failure of LESSOR to enforce any terms or conditions herein shall be deemed to be a waiver. ARTICLE 21.Effective Date This Lease shall become effective upon execution by both LESSOR and LESSEE. ARTICLE 22.Governing Law This Lease shall be governed and construed in accordance with the laws of the State of Florida. ARTICLE 23.Assignment LESSEE shall have the right to assign this Lease to a legal entity owned or controlled by LESSEE. LESSOR must be advised of any such assignment in writing. 8 C�� : , ., 1 6 1613 6 ,-... 110 "" IN WITNESS WHEREOF,the parties hereto have hereunder set forth their hands and seals. AS TO THE LESSO DATED: R.T. 1 ATTEST: .. •-. ," BOARD OF COUNTY COMMISSIONERS DWIGHT e.;•BROCK-'Clerk /' '.''• COLLIER CO ,FL ' IA : t /6t B : eputy Jerk351'''' '" • Tom Henning, AIRM 14 signat 'we: o AS TO LESSEE: DATED: 4WITNESSES:/^� -ter JLLAKE TRAFFORD RANCH,LLLP, ture) a Florida limited liability limited partnership Ur.4ne.T.c (Print Name) -->:-)d,-)-1 —___- a BY: s � Lth71-LR THOMAS M.TAYLOR.as General Partner ci:?enature) /� (P` rin Name)L 4-61,.1...'. LAKE TRAFFORD RANCH,I I I P, (Signator a Florida limited liability limited partnership 14"4Cs l' -1ACt(c mAr+r0 (Print 'ame) ei_ l _ CHRISTOPHER L. • 7-,-;•••-s General P- .er II i 4 lu_i 'iy •ture)- A ahi Will lace, (Print Name) Approved as to form and legality: Jenn`er A.Belpedio Assistant County Attorney 9 0 16D b 11E1 I Exhibit"A" (Legal Description of Demised Property) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half(E/2)of the East Half(E'J2)of the Southwest Quarter(SW 1/4)of the Southeast Quarter(SEA)of Section 22,Township 46 South,Range 28 East,Collier County,Florida,being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South,Range 28 East,Collier County, Florida; thence run S 88°57'47" W, along the south line of the Southeast Quarter(SE'/.)of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W,along the south line of the Southeast Quarter(SE'/.)of said Section 22,for a distance of 330.09 feet;thence run N 00°31'18"W for a distance of 1342.51 feet; thence run N 88°58'31"E for a distance of 330.12 feet;thence run S 00°31'14"E,for a distance of 1342,44 feet to the Point of Beginning; containing 10.17 acres,more or less. AND Property Tax Identification Number. 00053000002 4. All of Section 28,Township 46 South,Range 28 East,Collier County,Florida;containing 645.47 acres more or less. AND Property Tax Identification Number: 00052960004 All of Section 27,Township 46 South,Range 28 East,Collier County,Florida;containing 643.59 acres more or less. AND Property Tax Identification Number: 00053200006 All of Section 33,Township 46 South,Range 28 East,Collier County,Florida;containing 706.33 acres more or less. AND Property Tax Identification Number: 00052640007 A parcel of land located in a portion of Section 26,Township 46 South,Range 28 East,Collier County,Florida,being more particularly described as follows: The West Half(W%)of Section 26,Township 46 South, Range 28 East, Collier County, Florida, less the North 1452.35 feet thereof and less the Southeast Quarter(SE'A)of the Southwest Quarter(SW'G)of said Section 26,and less that parcel of land,as described and recorded in Official Records Book 2585 at Page 2735 through 2737,owned by South Florida Water Management District with Tax Folio Number 00052640007;containing 185.91 acres,more or less. 10 AO 1 6 0 1 ID AND Property Tax Identification Number: 00052680009 The Southeast Quarter(SE%)of the Southwest Quarter(SW'/.)of Section 26,Township 46 South,Range 28 East, Collier County,Florida;containing 40.38 acres more or less. AND Property Tax Identification Number. 00052440003 A parcel of land lying in the East Half(El6)of the East Half(E')of the Southwest Quarter(SW%)of the Southeast Quarter(SE%)of Section 22,Township 46 South,Range 28 East,Collier County,Florida,being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South,Range 28 East,Collier County,Florida;thence run S 88°57'47"W,along the south line of the Southeast Quarter(SE'/.)of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W,along the south line of the Southeast Quarter(SE'/.)of said Section 22,for a distance of 330.09 feet;thence run N 00°31'18"W for a distance of 1342.51 feet;thence run N 88°58'31"E for a distance of 330.12 feet;thence run S 00°31'14"E,for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less. 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E D E 0 a) k I ctsU y z / 2 $ � O b o o / , k 7 § F c 0 y E DI U - -cc 2 U 7 as L_. -o/ > S ? k 7 Z -3 � / 92 03 ƒ ¢ 3 k - 0 E 2 a) 0 / 6 /£ c' 6 @ 'S 3 3� \ \ 1E \ \ 0) � � � 7 / 0 0 0 20C \ � § § 2 � b 0 E O 0 0 m 3 q £ % 0 � 0 7 \ z 3 z _ \ E E § v $ / n 2 C• h as 7 a- § k -0 c • 0) u) o • . U e m E o £ / e 2 •e . '�_ o -0 _ / / o al 2 % • � � � £ QU E Cl) 3 • 20 £ 2 0 C / 2 * - a_ + •• / § 2 n / - - 3 2 ƒ 0 E @ 4 -o C. J c � � ..• • k c 3 _o 6 R o \ E Zt / o \ k E02 Ci : E ° . E o O g / 5 -o G E ° - g R § LLIc 3 Ti S £ ® k q 7 § ® = \ U H 0 T \ 0 \ 8 2 N w . 2 § q /as ] U) Z ¥ N: (N.- U N 3 E _ £ D N- I- i, i • • • 4, 2 i % . 2 CO ± £ 3 0 0 - ® ± 0 I I 0 < k d O 0 160 Appendix 8 Pepper Ranch Preserve — Land Use Compatibility Matrix co IÔJLÔ ........... hp o 1P i 1 u mc a`2 m w m & Z I gm , a U 1 ! a Py) c _ a` T Jab{ y o w "!a E m4,L R a �9 iouiI E.U OE O U Ii !11 8 01 auc _o c o E U @ '::. w a m c o o m m PI mo _ EI .c z ` = m ¢ vN oE C = ioEmcvy a D. t E a 2 2I m �, v o a o 0 c 9NIlVI3N30 1 S3sn onand 3Sf1 awl 3f N A J 9 NOIlV�JIlIW iI3HjO Cj 1 1606 4.1 0 II I• . I D I I . ,..sari f1� C Z\--\0 o I I N cn O N O � O O � O M O N O O I � 1 (O 0 0 0 O N 0 N 0 !� N 0 0 0 N O O O U � Imo 0 p d o V 0. S. Z d a a a 0V3 EXHIBIT H Attachment C 6 6 Attachment"C" PEPPER RANCH PRESERVE CONSERVATION BANK ENDOWMENT FUND TRUST INVESTMENT POLICY The Collier County Board of County Commissioners' Investment Policy shall apply to the"Trust Estate,"as that term is defined in Section 2.3 of the Trust Agreement. 160 6 THIS PAGE INTENTIONALLY LEFT BLANK 1606 , „, tic .....____ ......„ RESOLUTION NO.2014- 2 6 0 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ADOPTING AN AMENDED INVESTMENT POLICY. WHEREAS, Florida Statute Sec. 218.415 requires all local governments to adopt a written investment plan consistent with the requirements of that statute;and WHEREAS, the Board adopted Resolution No. 87-65 on October 13, 1987 which provided for and approved and adopted an Investment Policy which has been in effect and subsequently amended from time to time;and WHEREAS, the Board of County Commissioners and the Clerk have mutually agreed that it is appropriate and in the best interests of Collier County to revise its Investment Policy to provide for current best practices and to better enable the Clerk to the Board to perform his role under Florida Statute 28.33. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that The Investment Policy attached hereto as Exhibit"A"is hereby approved and adopted. THIS RESOLUTION ADOPTED after motion, second and majority vote favoring same, this 9th day of December,2014. ATTEST: ; BOARD OF COUNTY COMMISSIONERS DWIGHT-£.BRICK,CLERK COLLIER COUNTY,FL r RIDA _ / By:. , : rf ... -- - .{'eputy C TOM HENNING,CHAT• %N Attest as Chi l 1 S Signature nl J. Appro ttf and legality: Jeffrey A.Klatitkow,County Attorney Item* Agenda 121/11 Li Date Date tZ1 t(c 14 Reed , I i ty letk M 160 6 ale Collier County's INVESTMENT POLICY Approved: 12/09/2014 11C Page 1 1606 it Table of Contents Page I. SCOPE 3 II. POLICY 3 I{[, INVESTMENT OBJECTIVES 3 IV. AUTHORITY 3 V. PERFORMANCE MEASURES 3 VI. PRUDENCE AND ETHICAL STANDARDS 4 VII. ETHICS AND CONFLICTS OF INTEREST 4 VIII. AUTHORIZED INVESTMENTS AND PORTFOLIO COMPOSTION 4 IX. MATURITY AND LIQUIDITY REQUIREMENTS 8 X. RISK AND DIVERSIFICATION 8 XI. AUTHORIZED INVESTMENT INSTITUTIONS AND DEALERS 8 XII. THIRD-PARTY CUSTODIAL AGREEMENTS 9 XIII. MASTER REPURCHASE AGREEMENTS 10 XIV. BID REQUIREMENT 10 XV. INTERNAL CONTROLS 10 XVI. CONTINUING EDUCATION 11 XVII. REPORTING 11 XVIII. INVESTMENT POLICY ADOPTION 11 ATTACHMENT A: Glossary of Cash and Investment Management Terms ATTACHMENT B: Investment Pool/Fund Questionnaire Page 2 1606 tic ' _ Collier County,Florida Investment Policy I. SCOPE In accordance with Section 218.415, Florida Statutes,this investment policy applies to all financial assets, of the Board of County Commissioners with the exception of Pension Funds and funds related to the issuance of debt where there are other existing policies or indentures in effect for such funds. Funds held by state agencies(e.g., Department of Revenue)are not subject to the provisions of this policy !l. POLICY The purpose of this policy is to set forth the investment objectives and parameters for the management of public funds of Collier County Board of County Commissioners (hereinafter "Board"), These policies are designed to ensure the prudent management of public funds, the availability of operating and capital funds when needed,and an investment return competitive with comparable funds and financial market indices. Ill. INVESTMENT OBJECTIVES Primary Objectives: 1 Preservation of capital and protection of investment principal. 2. Match assets to liabilities by maintaining sufficient liquidity to meet reasonably anticipated operating and capital requirements. Secondary Objectives: Return on Investment - The investment portfolio shall be designed with the objective of attaining a market rate of return, taking into account the investment risk constraints and liquidity needs. Return on investment is of least importance compared to the safety and liquidity objectives described above. The core of investments is limited to relatively low risk securities in anticipation of earning a fair return relative to the risk being assumed. Despite this, the County may trade to recognize a loss from time to time to achieve a perceived relative value based on its potential to enhance the return of the portfolio. IV. AUTHORITY This Investment Policy is adopted pursuant to Florida Statute Section 218.415. Should there be any conflict between this statute, as amended from time-to-time, and this Policy, Florida Statute Section 218.415 shall control. This Policy specifically authorizes the Collier County Clerk to maintain an Investment Procedures and Internal Controls Manual based upon and consistent with this Policy, and to administer the Policy on behalf of the Board of County Commissioners. The Clerk shall be responsible for monitoring internal controls, administrative controls, and to regulate the activities of staff involved with the investment program V. PERFORMANCE MEASURES In order to assist in the evaluation of the portfolio's performance. the Clerk will use performance benchmarks. The use of benchmarks will allow the Clerk and Board to measure the returns against other investors in the same markets A. Investment performance of funds designated as short-term funds and other funds that must maintain a high degree of liquidity will be compared to the return of the S&P Rated GIP Index Government 30-Day Gross of Fees Yield. Page 3 0 1606 11C B. Investment performance of funds designated as core funds and other non-operating funds that have a longer-term investment horizon will be compared to the Bank of America Merrill Lynch 1-3 Year U.S. Treasury Note Index. The portfolio's total rate of return will be compared to this benchmark. The appropriate index will have a duration and asset mix that approximates the portfolio and will be utilized as a benchmark to be compared to the portfolio's total rate of return. VI. PRUDENCE AND ETHICAL STANDARDS: Investments shall be made with judgment and care (under circumstances then prevailing)which persons of prudence, discretion and intelligence exercise in the management of their own affairs, not for speculation, but for investment, considering the probable safety of their capital as well as the probable income to be derived. The standard of prudence to be used by investment officials shall be the"prudent person"standard and shall be applied in the context of managing an overall portfolio. Investment officers acting in accordance with written procedures and the investment policy and exercising due diligence shall be relieved of personal responsibility for an individual security's credit risk or market price changes, provided deviations from expectations are reported in a timely fashion and appropriate action is taken to control adverse developments Officers and employees involved in the investment process shall refrain from personal business activity that could conflict with proper execution of the investment program. or which could impair their ability to make impartial investment decisions. Employees and investment officials shall disclose to the Clerk any material financial interests in financial institutions that conduct business within this jurisdiction and they shall further disclose any material personal financiaVinvestment positions that could be related to the performance of the portfolio Employees and officers shall subordinate their personal investment transactions to those transactions made in the portfolio, particularly with regard to the time of purchase and sales. Employees shall also disclose any gifts or entertainment received as a result of their employment in regard to the investments of Collier County. Bond swaps are appropriate when undertaken in conformity with the prudent person test and overall portfolio objectives in order to (a) increase yield to maturity without affecting the asset liability match; (b) reduce maturity while maintaining or increasing the yield to maturity or(c) increase portfolio quality without affecting the asset liability match. The County should only sell securities at a loss if undertaken in connection with prudent portfolio management. VII. ETHICS AND CONFLICTS OF INTEREST Employees involved in the investment process shall refrain from personal business activity that could conflict with proper execution of the investment program, or which could impair their ability to make impartial investment decisions. Also, employees involved in the investment process shall disclose any financial interests in financial institutions that conduct business with the Board or Clerk. VIII. AUTHORIZED INVESTMENTS AND PORTFOLIO COMPOSITION Investments should be made subject to the cash flow needs and such cash flows are subject to revisions as market conditions and the Board's needs change. However, when the invested funds are needed in whole or in part for the purpose originally intended or for more optimal investments, the Clerk may sell the investment at the then-prevailing market price. The following are the guidelines for investments and limits on security types, issuers, and maturities as established by the Board. The Clerk shall have the option to further restrict investment percentages from time to time based on market conditions. The percentage allocation requirements for investment types and Page 4 16136 11 C issuers are calculated based on the original cost of each investment, at the time of purchase. Investments not listed in this policy are prohibited. Permitted Investments Sector Per issuer Maximum Sector Maximum Maximum Minimum Ratings Requirement' Maturity U.S.Treasury 100% 5 YearsGNMA (5 Years Other U.S.Government 100% 40% N/A avg.life' for Guaranteed(e.g.AID, 10% GNMA) GTC) Federal Agency/GSE FNMA,FHLMC.FHLB, 80% 40%2 N/A 5 Years FFCB' Highest ST or Three Highest LT Rating Corporates 25% 5% Categories 5 Years (A-1/P-1,A-/A3 or equivalent) Highest ST or Three Highest LT Rating Municipals 25% 5% Categories 5 Years (SP-1/MIG 1,A-/A3,or equivalent) Agency Mortgage- 2 5 Years Backed Securities(MBS) 25% 40% N/A Avg.Life3 Non-Negotiable 30% ; N/A N/A 1 Year Certificate of Deposits Depository Bank Account 100% N/A N/A N/A Commercial Paper(CP) 25% 5% Highest ST Rating Category 270 Days (A-1/P-1,or equivalent) f n Counterparty(or if the counterparty is not rated by an NRSRO,then the counterparty's parent)must Repurchase Agreements 20% 10% be rated in the Highest ST Rating Category 90 Days (Repo or RP) (A-1/P-1. or equivalent) y If the counterparty is a Federal Reserve Bank,no rating is required Money Market Funds Highest Fund Rating by all NRSROs who rate the (MMFs) 50% 25% fund(AAAm/Aaa-mf,or equivalent) N/A Fixed-Income 20% 10% N/A N/A Mutual Funds Intergovernmental Pools Highest Fund Quality and Volatility Rating (rumen) 50% 25% { Categories by all NRSROs who rate the LGIP. N/A (AAAm/AAAf,S1,or equivalent) Florida Local Government I Highest Fund Rating by all NRSROs who rate the Surplus Funds Trust Funds 50% N/A 1 N/A ('Florida Prime') I i fund(AAAm/Aaa-mf,or equivalent) Notes Rating by at least one SEC-registered Nationally Recognized Statistical Rating Organization('NRSRO"),unless otherwise noted. ST=Short term;LT=Long-term. 2 Maximum exposure to any one Federal agency,including the combined holdings of Agency debt and Agency MBS,is 40%. 3 The maturity limit for MRS and ABS is based on the expected average life at time of settlement,measured using Bloomberg or other industry standard methods. •Federal National Mortgage Association(FNMA);Federal Home Loan Mortgage Corporation(FHLMC);Federal Home Loan Bank or its District banks(FHLB);Federal Farm Credit Bank(FFCB). Page 5 1606 11C 1) U.S. Treasury & Government Guaranteed - U.S. Treasury obligations, and obligations the principal and interest of which are backed or guaranteed by the full faith and credit of the U.S. Government. 2) Federal Agency/GSE - Debt obligations, participations or other instruments issued or fully guaranteed by any U.S. Federal agency. instrumentality or government-sponsored enterprise (GSE) 3) Corporates — U.S. dollar denominated corporate notes, bonds or other debt obligations issued or guaranteed by a domestic corporation,financial institution. non-profit,or other entity. 4) Municipals — Obligations, including both taxable and tax-exempt, issued or guaranteed by any State,territory or possession of the United States, political subdivision, public corporation, authority, agency board, instrumentality or other unit of local government of any State or territory 5) Agency Mortgage Backed Securities -Mortgage-backed securities(MBS), backed by residential, multi-family or commercial mortgages,that are issued or fully guaranteed as to principal and interest by a U.S. Federal agency or government sponsored enterprise, including but not limited to pass- throughs.collateralized mortgage obligations(CMOs)and REMICs. 6) Non-Negotiable Certificate of Deposits - Non-negotiable interest bearing time certificates of deposit, or savings accounts in banks organized under the laws of this state or in national banks organized under the laws of the United States and doing business in this state, provided that any such deposits are secured by the Florida Security for Public Deposits Act, Chapter 280, Florida Statutes. 7) Depository Bank Account - Now accounts in banks organized under the laws of this state or in national banks organized under the laws of the United States and doing business in this state, provided that any such deposits are secured by the Florida Security for Public Deposits Act, Chapter 280, Florida Statutes 8) Commercial Paper — U.S. dollar denominated commercial paper issued or guaranteed by a domestic corporation, company, financial institution, trust or other entity, including both unsecured debt and asset-backed programs. 9) Repurchase Agreements - Repurchase agreements (Repo or RP) that meet the following requirements: a. Must be governed by a written SIFMA Master Repurchase Agreement which specifies securities eligible for purchase and resale, and which provides the unconditional right to liquidate the underlying securities should the Counterparty default or fail to provide full timely repayment. b. Counterparty must be a Federal Reserve Bank, a Primary Dealer as designated by the Federal Reserve Bank of New York, or a nationally chartered commercial bank. c. Securities underlying repurchase agreements must be delivered to a third party custodian under a written custodial agreement and may be of deliverable or tri-party form. Securities must be held in the County's custodial account or in a separate account in the name of the County, d. Acceptable underlying securities include only securities that are direct obligations of, or that are fully guaranteed by, the United States or any agency of the United States, or U.S. Agency-backed mortgage related securities. e. Underlying securities must have an aggregate current market value of at least 102% (or 100% if the counterparty is a Federal Reserve Bank) of the purchase price plus current accrued price differential at the close of each business day. Page 6 CN° . 6 0 6 11 C f. Final term of the agreement must be 1 year or less. 10) Money Market Funds - Shares in open-end and no-load money market mutual funds, provided such funds are registered under the Investment Company Act of 1940 and operate in accordance with Rule 2a-7. A thorough investigation of any money market fund is required prior to investing, and on an annual basis. Attachment B is a questionnaire that contains a list of questions, to be answered prior to investing, that cover the major aspects of any investment pooVfund. A current prospectus must be obtained. 11) Fixed-Income Mutual Funds - Shares in open-end and no-load fixed-income mutual funds whose underlying investments would be permitted for purchase under this policy and all its restrictions 12) Local Government Investment Pools—State, local government or privately-sponsored investment pools that are authorized pursuant to state law. A thorough investigation of any intergovernmental investment pool is required prior to investing, and on an annual basis. Attachment B is a questionnaire that contains a list of questions, to be answered prior to investing that cover the major aspects of any investment pool/fund A current prospectus must be obtained 13) The Florida Local Government Surplus Funds Trust Funds ("Florida Prime") A thorough investigation of the Florida Prime is required prior to investing, and on an annual basis. Attachment B is a questionnaire that contains a list of questions; to be answered prior to investing, that cover the major aspects of any investment pooLfund. A current prospectus or portfolio report must be obtained General Investment and Portfolio Limits 1 General investment limitations: a. Investments must be denominated in U.S. dollars and issued for legal sale in U.S. markets b. Minimum ratings are based on the highest rating by any one Nationally Recognized Statistical Ratings Organization(-NRSRO"),unless otherwise specified. c. All limits and rating requirements apply at time of purchase. d. Should a security fall below the minimum credit rating requirement for purchase, the Clerk will notify the Board. e. The maximum maturity(or average life for MBS/ABS)of any investment is 5 years. Maturity and average life are measured from settlement date. The final maturity date can be based on any mandatory call, put, pre-refunding date,or other mandatory redemption date. 2. General portfolio limitations: a. The maximum effective duration of the aggregate portfolio is 3 years. 3. Investment in the following are permitted, provided they meet all other policy requirements; a. Callable, step-up callable, called, pre-refunded, putable and extendable securities, as long as the effective final maturity meets the maturity limits for the sector b. Variable-rate and floating-rate securities c. Subordinated, secured and covered debt, if it meets the ratings requirements for the sector d. Zero coupon issues and strips, excluding agency mortgage-backed Interest-only structures (I/Os) e. Treasury TIPS Page 7 0 • 1606 11C 4. The following are NOT PERMITTED investments, unless specifically authorized by statute and with prior approval of the governing body: a. Trading for speculation b. Derivatives(other than callables and traditional floating or variable-rate instruments) c. Mortgage-backed interest-only structures (I/Os) d. Inverse or leveraged floating-rate and variable-rate instruments e. Currency, equity. index and event-linked notes (e.g. range notes), or other structures that could return less than par at maturity f. Private placements and direct loans, except as may be legally permitted by Rule 144A or commercial paper issued under a 4(2)exemption from registration g. Convertible, high yield, and non-U.S. dollar denominated debt h. Short sales i. Use of leverage j. Futures and options k. Mutual funds,other than fixed-income mutual funds and ETFs, and money market funds I. Equities,commodities, currencies and hard assets IX. MATURITY AND LIQUIDITY REQUIREMENTS To the extent possible, an attempt will be made to match investment maturities with known cash needs and anticipated cash flow requirements. Investments of current operating funds (short-term funds) shall have maturities of no longer than twelve (12) months. Investments of bond reserves, construction funds, and other non-operating funds ('core funds') shall have a term appropriate to the need for funds and in accordance with debt covenants, however the maturities shall not exceed five (5) years from the date of settlement, The maturities of the underlying securities of a repurchase agreement will follow the requirements of the SIFMA Master Repurchase Agreements. X. RISK AND DIVERSIFICATION Collier County will diversify its investments by security type,specific maturity, dealer or bank through which financial instruments are bought or sold. XI. AUTHORIZED INVESTMENT INSTITUTIONS AND DEALERS The Clerk will maintain a list of the financial institutions authorized to provide investment services These shall include Primary Dealers as designated by the Federal Reserve Bank of New York and regional dealers that (1) qualify under Securities & Exchange Commission Rule 15C3 (Uniform Net Capital Rule), (2) have capital of at least 550,000,000 and (3) have an institutional sales office and an institutional sales professional domiciled in Florida. No public deposit shall be made except in a qualified public depository as established by state laws. All financial institutions and broker/dealers who desire to become qualified bidders for investment transactions must supply the Clerk with the following. 1 audited financial statements. 2, certification that no material adverse events have occurred since the issue of their most recent financial statements. 3. proof of Financial Industry Regulatory Authority, Inc. (FINRA), the registration (where applicable)or other securities registration, Page 8 1606 1 1 C 4. proof of state registration when required, 5. certification of having read and agreeing to abide by the Investment Policy and depository contracts in place in Collier County, and 6. a copy of the firm's established internal oversight and review guidelines controlling business with governmental entities. Each financial institution and broker/dealer must also agree to notify the Clerk in the event of material adverse events affecting their capital adequacy. Each institution and broker/dealer shall provide their written mark up schedule and guidelines to the Clerk. Each institution and broker/dealer shall disclose to the Clerk any proposed trade that would exceed the guidelines prior to executing the trade. The Clerk shall do a background check on each broker with whom the County does business which shall, at a minimum, consist of contacting the State or FINRA for regulatory & disciplinary dates which are maintained on brokers. An annual review of the financial condition and registration of qualified bidders will be conducted by the Clerk. A current audited financial statement is required to be on file for each financial institution and broker/dealer authorized to provide investment services. Criteria for addition to or deletion from the lists will be based on the following: (1) state law, Board Ordinance Code, or Investment Policy requirements where applicable, (2) perceived financial difficulties, (3) consistent lack of competitiveness, (4) lack or experience or familiarity of the account representative in providing service to large institutional accounts, (5) request of the institution or broker/dealer, and(6)when deemed in the best interest of the public. XII. THIRD-PARTY CUSTODIAL AGREEMENTS All securities, with the exception of certificates of deposits, shall be held with a third party custodian; and all securities purchased by, and all collateral obtained by: the securities and cash should be properly designated as an asset of the Board. The securities must be held in an account separate and apart from the assets of the financial institution. A third party custodian is defined as any bank depository chartered by the Federal Government, the State of Florida. or any other state or territory of the United States which has a branch or pnncipal place of business in the State of Florida as defined in Section 658,12, Florida Statutes,or by a national association organized and existing under the laws of the United States which is authorized to accept and execute trusts and which is doing business in the State of Florida. Certificates of deposits will be placed in the providers safekeeping department for the term of the deposit. The Clerk will execute a third party custodial agreement(s) with its bank(s) and depository institution(s) Such agreements may include letters of authority from the Clerk, details as to the responsibilities of each party, method of notification of security purchases, sales, delivery, procedures related to repurchase agreements and wire transfers, safekeeping and transaction costs, procedures in case of wire failure or other unforeseen mishaps and describing the liability of each party. The custodian shall accept transaction instructions only from those persons who have been duly authorized by the Clerk and which authonzation has been provided, in writing, to the custodian. No withdrawal of securities, in whole or in part, shall be made from safekeeping, shall be permitted unless by such a duly authorized person. The custodian shall provide the Clerk with detailed information on the securities held by the custodian. Security transactions between a broker/dealer and the custodian involving the purchase or sale of securities by transfer of money or securities must be made on a "delivery vs. payment" basis, if applicable, to ensure that the custodian will have the security or money, as appropriate, in hand at the conclusion of the transaction Securities held as collateral shall be held free and clear of any liens Page 9 1 A '7. ,k.., 11 C XIII. MASTER REPURCHASE AGREEMENTS The Clerk will require all approved institutions and dealers transacting repurchase agreements to execute and perform as stated in the Securities Industry and Financial Markets Association (SIFMA) Master Repurchase Agreement All repurchase agreement transactions will adhere to requirements of the SIFMA Master Repurchase Agreement. XIV. BID REQUIREMENT The Clerk shall utilize the competitive bid process to sell and purchase securities, subject only to the exceptions noted in the Investment Policy. After the Clerk has determined the approximate maturity date based on cash flow needs and market conditions and has analyzed and selected one or more optimal types of investment, a minimum of three (3) banks or dealers must be contacted to ask for offerings of securities that fit the investment criteria. Documentation must be collected to insure that the securities meet Investment Policy guidelines and that price levels executed are consistent with market levels at the time. When selling securities, a minimum of three (3) dealer bids will be sought. Documentation of all transactions must be maintained. Examples of when the competitively bid process can be passed, include: 1 When time constraints due to unusual circumstances preclude the use of the competitive bidding process. 2. When no active market exists for the issue being traded due to the age or depth of the issue, 3. When a security is unique to a single dealer, for example a private placement. 4. When the transaction involved new issues or issues on the"when issued"market. If the maturing investment is a certificate of deposit, one of the contacts made shall be the present holder of the funds subject to portfolio diversification requirements in the Investment Policy, Overnight repurchase agreements, and the overnight sweep repurchase agreement associated with the Depository Bank Account will be included in the master agreement with the Depository Bank. The Depository Bank/Concentration Bank shall be selected through a competitive process on a periodic basis that takes into account the quality and scope of service. XV. INTERNAL CONTROLS The Clerk shall establish and monitor a set of written internal controls designed to protect the County's financial assets and ensure proper accounting and reporting of the transactions. The Clerk shall establish an annual process of independent review by an external auditor which will serve as an internal control by assuring compliance with policies and procedures Internal controls will encompass at a minimum the following issues: 1. transfers of all funds(purchases, sales, etc.), 2. separation of functions including transaction authority from accounting and record-keeping, and wire transfer initiation and wire approval, 3. custodial safekeeping, 4. avoidance of delivery of bearer-form or non-wireable securities, 5. delegation of authority to subordinate staff members, 6. written confirmation of telephone transactions, 7. supervisory control of employee actions, 8. identification and minimization of authorized investment officials, and Page 10 160 6 1 1 C 9. documentation of decisions and transactions XVI. CONTINUING EDUCATION Each individual responsible for making investment decisions, including the Clerk, shall annually complete eight hours of continuing education in subjects or courses of study related to investment practices and products. Evidence of such education will be maintained by each individual and available for inspection XVII. REPORTING Annual, quarterly and monthly reports of assets will be presented to the Board. The following items will be included in the reports at least annually 1 Securities in the portfolio by type, book value, income earned, market value, final maturity and average life. 2. Information on activity in the account, 3. Performance based on total rate of return which includes earned income as well as realized and unrealized gains and losses, and 4. The market values presented in these reports will be consistent with accounting guidelines in GASB Statement 31 XVIII. INVESTMENT POLICY ADOPTION At the time of adoption, any securities that become out of compliance with the Investment Policy can be retained to reduce the possibility of having to sell financial assets before maturity at a loss. Any and all exceptions to the Investment Policy require majority vote of the Board. This investment policy is established pursuant to statutory authority. The Board establishes overall investment policies, the implementation of which is a constitutional responsibility of the Clerk. The investment policy shall be adopted by the Board. Duly adopted this day of 2014. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA Page 11 1 6 0 6 A1C' Attachment A Glossary of Cash and Investment Management Terms The following is a glossary of key investing terms, many of which appear in the County's investment policy. This glossary clarifies the meaning of investment terms generally used in cash and investment management. This glossary has been adapted from the GFOA Sample Investment Policy and the Association of Public Treasurers of the United States and Canada's Model Investment Policy. Accrued Interest. Interest earned but which has not yet been paid or received. Agency. See"Federal Agency Securities." Ask Price. Price at which a broker/dealer offers to sell a security to an investor. Also known as "offered price.' Asset Backed Securities (ABS). A fixed-income security backed by notes or receivables against assets other than real estate. Generally issued by special purpose companies that"own" the assets and issue the ABS. Examples include securities backed by auto loans, credit card receivables, home equity loans, manufactured housing loans,farm equipment loans,and aircraft leases. Average Life. The average length of time that an issue of serial bonds and/or term bonds with a mandatory sinking fund feature is expected to be outstanding Basis Point. One hundredth of one percent,or 0.01%. Thus 1% equals 100 basis points. Bearer Security. A security whose ownership is determined by the holder of the physical security. Typically, there is no registration on the issuer's books. Title to bearer securities is transferred by delivery of the physical security or certificate.Also known as"physical secunties.' Benchmark Bills: In November 1999, FNMA introduced its Benchmark Bills program, a short-term debt securities issuance program to supplement its existing discount note program. The program includes a schedule of larger, weekly issues in three- and six-month maturities and biweekly issues in one-year for Benchmark Bills. Each issue is brought to market via a Dutch (single price) auction. FNMA conducts a weekly auction for each Benchmark Bill maturity and accepts both competitive and non-competitive bids through a web based auction system. This program is in addition to the variety of other discount note maturities, with rates posted on a daily basis, which FNMA offers. FNMA's Benchmark Bills are unsecured general obligations that are issued in book-entry form through the Federal Reserve Banks. There are no periodic payments of interest on Benchmark Bills, which are sold at a discount from the principal amount and payable at par at maturity. Issues under the Benchmark program constitute the same credit standing as other FNMA discount notes; they simply add organization and liquidity to the short-term Agency discount note market. Benchmark Notes/Bonds: Benchmark Notes and Bonds are a series of FNMA "bullet" maturities (non- callable) issued according to a pre-announced calendar. Under its Benchmark Notes/Bonds program, 2, 3, 5, 10, and 30-year maturities are issued each quarter. Each Benchmark Notes new issue has a minimum size of $4 billion, 30-year new issues having a minimum size of $1 billion, with re-openings based on investor demand to further enhance liquidity, The amount of non-callable issuance has allowed FNMA to build a yield curve in Benchmark Notes and Bonds in maturities ranging from 2 to 30 years. The liquidity emanating from these large size issues has facilitated favorable financing opportunities through the development of a liquid overnight and term repo market. Issues under the Benchmark program constitute the same credit standing as other FNMA issues: they simply add organization and liquidity to the intermediate-and long-term Agency market. Page 12 1606 11C Benchmark. A market index used as a comparative basis for measuring the performance of an investment portfolio. A performance benchmark should represent a close correlation to investment guidelines, risk tolerance,and duration of the actual portfolio's investments. Bid Price. Price at which a broker/dealer offers to purchase a security from an investor, Bond. Financial obligation for which the issuer promises to pay the bondholder(the purchaser or owner of the bond) a specified stream of future cash-flows, including periodic interest payments and a principal repayment Book Entry Securities. Securities that are recorded in a customers account electronically through one of the financial markets electronic delivery and custody systems, such as the Fed Securities wire, DTC, and PTC (as opposed to bearer or physical securities)_ The trend is toward a certificate-free society in order to cut down on paperwork and to diminish investors'concerns about the certificates themselves. The vast majority of securities are now book entry securities Book Value. The value at which a debt security is reflected on the holder's records at any point in time Book value is also called "amortized cost" as it represents the original cost of an investment adjusted for amortization of premium or accretion of discount.Also called'carrying value." Book value can vary over time as an investment approaches maturity and differs from"market value' in that it is not affected by changes in market interest rates. Broker/Dealer. A person or firm transacting securities business with customers. A 'broker' acts as an agent between buyers and sellers, and receives a commission for these services. A"dealer" buys and sells financial assets from its own portfolio. A dealer takes risk by owning inventory of securities. whereas a broker merely matches up buyers and sellers. See also"Primary Dealer." Bullet Notes/Bonds. Notes or bonds that have a single maturity date and are non-callable Call Date. Date at which a call option may be or is exercised. Call Option. The right, but not the obligation, of an issuer of a security to redeem a security at a specified value and at a specified date or dates prior to its stated maturity date Most fixed-income calls are a par, but can be at any previously established price, Securities issued with a call provision typically carry a higher yield than similar securities issued without a call feature. There are three primary types of call options (1) European - one-time calls, (2) Bermudan - periodically on a predetermined schedule (quarterly, semi- annual, annual), and (3) American - continuously callable at any time on or after the call date There is usually a notice period of at least 5 business days prior to a call date. Callable Bonds/Notes. Securities which contain an imbedded call option giving the issuer the right to redeem the securities prior to maturity at a predetermined price and time. Certificate of Deposit(CD). Bank obligation issued by a financial institution generally offering a fixed rate of return (coupon)for a specified period of time(maturity). Can be as long as 10 years to maturity, but most CDs purchased by public agencies are one year and under. Collateral. Investment securities or other property that a borrower pledges to secure repayment of a loan, secure deposits of public monies.or provide security for a repurchase agreement. Collateralization, Process by which a borrower pledges securities, property. or other deposits for securing the repayment of a loan and/or security. Collateralized Mortgage Obligation (CMO). A security that pools together mortgages and separates them into short, medium, and long-term positions (called tranches) Tranches are set up to pay different rates of interest depending upon their maturity. interest payments are usually paid monthly. In"plain vanilla" CMOs, principal is not paid on a tranche until all shorter tranches have been paid off. This system provides interest Page 13 0 1606 1 1C and principal in a more predictable manner. A single pool of mortgages can be carved up into numerous tranches each with its own payment and risk characteristics. Commercial Paper. Short term unsecured promissory note issued by a company or financial institution. Issued at a discount and matures for par or face value. Usually a maximum maturity of 270 days and given a short-term debt rating by one or more NRSROs. Convexity. A measure of a bond's price sensitivity to changing interest rates. A high convexity indicates greater sensitivity of a bond's price to interest rate changes Corporate Note. A debt instrument issued by a corporation with a maturity of greater than one year and less than ten years. Counterparty. The other party in a two party financial transaction. "Counterparty risk"refers to the risk that the other party to a transaction will fail in its related obligations. For example, the bank or broker/dealer in a repurchase agreement Coupon Rate. Annual rate of interest on a debt security, expressed as a percentage of the bond's face value. Current Yield. Annual rate of return on a bond based on its price. Calculated as (coupon rate/ price), but does nit accurately reflect a bond's true yield level. Custody. Safekeeping services offered by a bank, financial institution, or trust company, referred to as the 'custodian.' Service normally includes the holding and reporting of the customers securities, the collection and disbursement of income, securities settlement, and market values. Dealer. A dealer, as opposed to a broker, acts as a principal in all transactions, buying and selling for his/her own account. Delivery Versus Payment (DVP). Settlement procedure in which securities are delivered versus payment of cash, but only after cash has been received. Most security transactions, including those through the Fed Securities Wire system and DTC,are done DVP as a protection for both the buyer and seller of securities Depository Trust Company (DTC). A firm through which members can use a computer to arrange for securities to be delivered to other members without physical delivery of certificates. A member of the Federal Reserve System and owned mostly by the New York Stock Exchange, the Depository Trust Company uses computerized debit and credit entries. Most corporate securities, commercial paper, CDs, and BAs clear through DTC. Derivatives. (1) Financial instruments whose return profile is linked to, or derived from, the movement of one or more underlying index or security, and may include a leveraging factor, or (2) financial contracts based upon notional amounts whose value is derived from an underlying index or security (interest rates, foreign exchange rates, equities, or commodities). For hedging purposes, common denvatives are options, futures. interest rate swaps,and swaptions All Collateralized Mortgage Obligations(CMOs)are derivatives. Derivative Security. Financial instrument created from, or whose value depends upon, one or more underlying assets or indexes of asset values. Designated Bond. FFCB's regularly issued, liquid, non-callable securities that generally have a 2 or 3 year original maturity. New issues of Designated Bonds are $1 billion or larger. Re-openings of existing Designated Bond issues are generally a minimum of$100 million. Designated Bonds are offered through a syndicate of two to six dealers. Twice each month the Funding Corporation announces its intention to issue a new Designated Bond, reopen an existing issue, or to not issue or reopen a Designated Bond. Issues under the Designated Bond program constitute the same credit standing as other FFCB issues;they simply add organization and liquidity to the intermediate-and long-term Agency market. Page 14 1 6 0 6 1 1 C Discount Notes. Unsecured general obligations issued by Federal Agencies at a discount. Discount notes mature at par and can range in maturity from overnight to one year. Very large primary (new issue) and secondary markets exist. Discount Rate. Rate charged by the system of Federal Reserve Banks on overnight loans to member banks, Changes to this rate are administered by the Federal Reserve and closely mirror changes to the"fed funds rate." Discount Securities. Non-interest bearing money market instruments that are issued at discount and redeemed at maturity for full face value. Examples include: U.S. Treasury Bills, Federal Agency Discount Notes, Bankers'Acceptances, and Commercial Paper. Discount. The amount by which a bond or other financial instrument sells below its face value. See also "Premium." Diversification. Dividing investment funds among a variety of security types, maturities, industries, and issuers offering potentially independent returns. Dollar Price. A bond's cost expressed as a percentage of its face value. For example, a bond quoted at a dollar price of 95 'V:, would have a principal cost of$955 per$1,000 of face value. Duff&Phelps. One of several NRSROs that provide credit ratings on corporate and bank debt issues. Duration. The weighted average maturity of a security's or portfolio's cash-flows, where the present values of the cash-flows serve as the weights. The greater the duration of a security/portfolio, the greater its percentage price volatility with respect to changes in interest rates. Used as a measure of risk and a key tool for managing a portfolio versus a benchmark and for hedging risk. There are also different kinds of duration used for different purposes(e.g. MacAuley Duration. Modified Duration, Effective Duration) Effective Duration is a duration calculation for bonds with embedded options. Effective duration takes into account that expected cash flows will fluctuate as interest rates change Effective duration is the approximate percentage change in price for a 100 basis point change in rates. To compute you can apply the following equation. Price if yield decline-price if yield rise/2(initial price)(change in yield in decimal) Fannie Mae. See"Federal National Mortgage Association." Fed Money Wire. A computerized communications system that connects the Federal Reserve System with its member banks, certain U. S. Treasury offices, and the Washington D.C. office of the Commodity Credit Corporation The Fed Money Wire is the book entry system used to transfer cash balances between banks for themselves and for customer accounts Fed Securities Wire. A computerized communications system that facilitates book entry transfer of securities between banks, brokers and customer accounts, used primarily for settlement of U S Treasury and Federal Agency securities Fed. See"Federal Reserve System" Federal Agency Security. A debt instrument issued by one of the Federal Agencies Federal Agencies are considered second in credit quality and liquidity only to U.S.Treasuries Federal Agency. Government sponsored/owned entity created by the U.S. Congress, generally for the purpose of acting as a financial intermediary by borrowing in the marketplace and directing proceeds to specific areas of the economy considered to otherwise have restricted access to credit markets. The largest Federal Agencies are GNMA, FNMA, FHLMC, FHLB, FFCB, SLMA, and TVA. Page 15 1 6fl 6 11 C Federal Deposit Insurance Corporation (FDIC). Federal agency that insures deposits at commercial banks,currently to a limit of$250,000 per depositor per bank. Federal Farm Credit Bank (FFCB). One of the large Federal Agencies. A government sponsored enterprise (GSE) system that is a network of cooperatively-owned lending institutions that provides credit services to farmers, agricultural cooperatives and rural utilities. The FFCBs act as financial intermediaries that borrow money in the capital markets and use the proceeds to make loans and provide other assistance to farmers and farm-affiliated businesses. Consists of the consolidated operations of the Banks for Cooperatives, Federal Intermediate Credit Banks, and Federal Land Banks. Frequent issuer of discount notes, agency notes and callable agency securities. FFCB debt is not an obligation of, nor is it guaranteed by the U.S, government, although it is considered to have minimal credit risk due to its importance to the U.S, financial system and agricultural industry.Also issues notes under its'designated note'program. Federal Funds(Fed Funds). Funds placed in Federal Reserve Banks by depository institutions in excess of current reserve requirements, and frequently loaned or borrowed on an overnight basis between depository institutions. Federal Funds Rate (Fed Funds Rate). The interest rate charged by a depository institution lending Federal Funds to another depository institution. The Federal Reserve influences this rate by establishing a "target"Fed Funds rate associated with the Fed's management of monetary policy. Federal Home Loan Bank System (FHLB). One of the large Federal Agencies. A government sponsored enterprise (GSE) system. consisting of wholesale banks (currently twelve district banks) owned by their member banks, which provides correspondent banking services and credit to various financial institutions, financed by the issuance of securities. The principal purpose of the FHLB is to add liquidity to the mortgage markets. Although FHLB does not directly fund mortgages, it provides a stable supply of credit to thrift institutions that make new mortgage loans. FHLB debt is not an obligation of, nor is it guaranteed by the U.S. government, although it is considered to have minimal credit risk due to its importance to the U.S. financial system and housing market. Frequent issuer of discount notes, agency notes and callable agency securities.Also issues notes under its"global note"and"TAP"programs. Federal Home Loan Mortgage Corporation (FHLMC or "Freddie Mac"). One of the large Federal Agencies A government sponsored public corporation (GSE) that provides stability and assistance to the secondary market for home mortgages by purchasing first mortgages and participation interests financed by the sale of debt and guaranteed mortgage backed securities FHLMC debt is not an obligation of, nor is it guaranteed by the U.S. government, although it is considered to have minimal credit risk due to its importance to the U.S. financial system and housing market. Frequent issuer of discount notes, agency notes,callable agency securities, and MBS.Also issues notes under its"reference note'program Federal National Mortgage Association (FNMA or"Fannie Mae"). One of the large Federal Agencies.A government sponsored public corporation (GSE)that provides liquidity to the residential mortgage market by purchasing mortgage loans from lenders, financed by the issuance of debt securities and MBS (pools of mortgages packaged together as a security). FNMA debt is not an obligation of, nor is it guaranteed by the U.S. government, although it is considered to have minimal credit risk due to its importance to the U.S. financial system and housing market. Frequent issuer of discount notes, agency notes, callable agency securities and MBS.Also issues notes under its'benchmark note'program Federal Reserve Bank. One of the 12 distinct banks of the Federal Reserve System. Federal Reserve System (the Fed). The independent central bank system of the United States that establishes and conducts the nation's monetary policy. This is accomplished in three major ways: (1)raising or lowering bank reserve requirements, (2) raising or lowering the target Fed Funds Rate and Discount Rate, and (3) in open market operations by buying and selling government securities. The Federal Reserve System is made up of twelve Federal Reserve District Banks, their branches, and many national and state banks throughout the nation. It is headed by the seven member Board of Governors known as the"Federal Reserve Board"and headed by its Chairman. Page 16 1606 1 1 C 1; Financial Industry Regulatory Authority, Inc. (FINRA). A private corporation that acts as a self-regulatory organization (SRO) FINRA is the successor to the National Association of Securities Dealers, Inc. (NASD). Though sometimes mistaken for a government agency, it is a non-governmental organization that performs financial regulation of member brokerage firms and exchange markets. The government also has a regulatory arm for investments,the Securities and Exchange Commission(SEC). Fiscal Agent/Paying Agent. A bank or trust company that acts, under a trust agreement with a corporation or municipality, in the capacity of general treasurer The agent performs such duties as making coupon payments, paying rents, redeeming bonds, and handling taxes relating to the issuance of bonds. Fitch Investors Service, Inc. One of several NRSROs that provide credit ratings on corporate and municipal debt issues. Floating Rate Security (FRN or "floater"). A bond with an interest rate that is adjusted according to changes in an interest rate or index. Differs from variable-rate debt in that the changes to the rate take place immediately when the index changes, rather than on a predetermined schedule. See also 'Variable Rate Security.` Freddie Mac. See"Federal Home Loan Mortgage Corporation." Ginnie Mae. See"Government National Mortgage Association." Global Notes: Notes designed to qualify for immediate trading in both the domestic U.S. capital market and in foreign markets around the globe. Usually large issues that are sold to investors worldwide and therefore have excellent liquidity. Despite their global sales, global notes sold in the U.S. are typically denominated in U.S.dollars. Government National Mortgage Association (GNMA or "Ginnie Mae"). One of the large Federal Agencies, Government-owned Federal Agency that acquires, packages, and resells mortgages and mortgage purchase commitments in the form of mortgage-backed securities. Largest issuer of mortgage _ pass-through securities. GNMA debt is guaranteed by the full faith and credit of the U.S. government(one of the few agencies that are actually full faith and credit of the U.S.government). Government Securities. An obligation of the U.S. government, backed by the full faith and credit of the government. These securities are regarded as the highest quality of investment securities available in the U.S.securities market. See'Treasury Bills, Notes, Bonds, and SLGS" Government Sponsored Enterprise (GSE). Privately owned entity subject to federal regulation and supervision, created by the U.S. Congress to reduce the cost of capital for certain borrowing sectors of the economy such as students, farmers, and homeowners GSEs carry the implicit backing of the U.S. government, but they are not direct obligations of the U.S. government. For this reason, these securities will offer a yield premium over U.S. Treasuries. Examples of GSEs include: FHLB, FHLMC, FNMA,and SLMA. Government Sponsored Enterprise Security. A security issued by a Government Sponsored Enterprise Considered Federal Agency Securities. Index. A compilation of statistical data that tracks changes in the economy or in financial markets. Interest-Only (10) STRIP. A security based solely on the interest payments from the bond. After the principal has been repaid, interest payments stop and the value of the security falls to nothing Therefore, lOs are considered risky investments. Usually associated with mortgage-backed securities. Internal Controls. An internal control structure ensures that the assets of the entity are protected from loss, theft, or misuse. The internal control structure is designed to provide reasonable assurance that these objectives are met.The concept of reasonable assurance recognizes that 1)the cost of a control should not exceed the benefits likely to be derived and 2) the valuation of costs and benefits requires estimates and judgments by management. Internal controls should address the following points: Page 17 6 D 1 1 C 1. Control of collusion - Collusion is a situation where two or more employees are working in conjunction to defraud their employer 2, Separation of transaction authority from accounting and record keeping - A separation of duties is achieved by separating the person who authorizes or performs the transaction from the people who record or otherwise account for the transaction. 3. Custodial safekeeping - Securities purchased from any bank or dealer including appropriate collateral (as defined by state law) shall be placed with an independent third party for custodial safekeeping. 4. Avoidance of physical delivery securities - Book-entry securities are much easier to transfer and account for since actual delivery of a document never takes place. Delivered securities must be properly safeguarded against loss or destruction. The potential for fraud and loss increases with physically delivered securities. 5 Clear delegation of authority to subordinate staff members - Subordinate staff members must have a clear understanding of their authority and responsibilities to avoid improper actions. Clear delegation of authority also preserves the internal control structure that is contingent on the various staff positions and their respective responsibilities 6. Written confirmation of transactions for investments and wire transfers -Due to the potential for error and improprieties arising from telephone and electronic transactions, all transactions should be supported by written communications and approved by the appropriate person. Written communications may be via fax if on letterhead and if the safekeeping institution has a list of authorized signatures. 7 Development of a wire transfer agreement with the lead bank and third-party custodian -The designated official should ensure that an agreement will be entered into and will address the following points: controls, security provisions, and responsibilities of each party making and receiving wire transfers. Inverse Floater. A floating rate security structured in such a way that it reacts inversely to the direction of interest rates. Considered risky as their value moves in the opposite direction of normal fixed-income investments and whose interest rate can fall to zero. Investment Advisor. A company that provides professional advice managing portfolios, investment recommendations. and/or research in exchange for a management fee. Investment Adviser Act of 1940. Federal legislation that sets the standards by which investment companies, such as mutual funds, are regulated in the areas of advertising; promotion. performance reporting requirements and securities valuations. Investment Grade. Bonds considered suitable for preservation of invested capital, including bonds rated a minimum of Baa3 by Moody's, BBB- by Standard & Poor's, or BBB- by Fitch. Although 'BBB' rated bonds are considered investment grade, most public agencies cannot invest in securities rated below"A.' Liquidity. Relative ease of converting an asset into cash without significant loss of value. Also, a relative measure of cash and near-cash items in a portfolio of assets. Additionally, it is a term describing the marketability of a money market security correlating to the narrowness of the spread between the bid and ask prices. Local Government Investment Pool (LGIP). An investment by local governments in which their money is pooled as a method for managing local funds, (e.g., Florida State Board of Administration's Florida Prime Fund). Long-Term Core Investment Program. Funds that are not needed within a one-year period. Page 18 16uo 11 C l Or Market Value. The fair market value of a secunty or commodity. The price at which a willing buyer and seller would pay for a security Mark-to-market. Adjusting the value of an asset to its market value, reflecting in the process unrealized gains or losses, Master Repurchase Agreement. A widely accepted standard agreement form published by the Securities Industry and Financial Markets Association (SIFMA) that is used to govern and document Repurchase Agreements and protect the interest of parties in a repo transaction. Maturity Date. Date on which principal payment of a financial obligation is to be paid. Medium Term Notes(MTN's). Used frequently to refer to corporate notes of medium maturity(5-years and under). Technically,any debt security issued by a corporate or depository institution with a maturity from 1 to 10 years and issued under an MTN shelf registration. Usually issued in smaller issues with varying coupons and maturities, and underwritten by a variety of broker/dealers (as opposed to large corporate deals issued and underwritten all at once in large size and with a fixed coupon and maturity). Money Market. The market in which short-term debt instruments (bills, commercial paper, bankers" acceptance,etc.)are issued and traded. Money Market Mutual Fund (MMF). A type of mutual fund that invests solely in money market instruments such as: U.S. Treasury bills, commercial paper, bankers' acceptances. and repurchase agreements. Money market mutual funds are registered with the SEC under the Investment Company Act of 1940 and are subject to`rule 2a-7'which significantly limits average maturity and credit quality of holdings MMF's are managed to maintain a stable net asset value (NAV) of$1.00. Many MMFs carry ratings by a NRSRO Moody's Investors Service. One of several NRSROs that provide credit ratings on corporate and municipal debt issues. Mortgage Backed Securities (MBS). Mortgage-backed securities represent an ownership interest in a pool of mortgage loans made by financial institutions. such as savings and loans, commercial banks, or mortgage companies, to finance the borrower's purchase of a home or other real estate. The majority of MBS are issued and/or guaranteed by GNMA, FNMA, and FHLMC. There are a variety of MBS structures with varying levels of risk and complexity. All MBS have reinvestment risk as actual pnncipal and interest payments are dependent on the payment of the underlying mortgages which can be prepaid by mortgage holders to refinance and lower rates or simply because the underlying property was sold. Mortgage Pass-Through Securities. A pool of residential mortgage loans with the monthly interest and principal distributed to investors on a pro-rata basis, The largest issuer is GNMA. Municipal Note/Bond. A debt instrument issued by a state or local government unit or public agency.The vast majority of municipals are exempt from state and federal income tax, although some non-qualified issues are taxable. Mutual Fund. Portfolio of securities professionally managed by a registered investment company that issues shares to investors. Many different types of mutual funds exist(e.g., bond, equity, and money market funds) all except money market funds operate on a variable net asset value(NAV) Negotiable Certificate of Deposit (Negotiable CD). Large denomination CDs ($100,000 and larger) that are issued in bearer form and can be traded in the secondary market. Net Asset Value. The market value of one share of an investment company, such as a mutual fund. This figure is calculated by totaling a fund's assets including securities, cash, and any accrued earnings, then subtracting the total assets from the fund's liabilities, and dividing this total by the number of shares outstanding. This is calculated once a day based on the closing price for each security in the fund's portfolio (See below,) Page 19 O �1 1606 lic t. [(Total assets)-(Liabilities))/(Number of shares outstanding) NRSRO. A "Nationally Recognized Statistical Rating Organization" (NRSRO) is a designated rating organization that the SEC has deemed a strong national presence in the U.S. NRSROs provide credit ratings on corporate and bank debt issues Only ratings of a NRSRO may be used for the regulatory purposes of rating. Includes Moody's, S&P, Fitch, and Duff&Phelps. Offered Price. See also"Ask Price." Open Market Operations. A Federal Reserve monetary policy tactic entailing the purchase or sale of government securities in the open market by the Federal Reserve System from and to primary dealers in order to influence the money supply, credit conditions, and interest rates. Par Value. The face value, stated value,or maturity value of a security. Physical Delivery. Delivery of readily available underlying assets at contract maturity, Portfolio. Collection of securities and investments held by an investor Premium. The amount by which a bond or other financial instrument sells above its face value. See also "Discount." Primary Dealer. A designation given to certain government securities dealer by the Federal Reserve Bank of New York. Primary dealers can buy and sell government securities directly with the Fed. Primary dealers also submit daily reports of market activity and security positions held to the Fed and are subject to its informal oversight Primary dealers are the largest buyers and sellers by volume in the U.S. Treasury securities market. Prime Paper. Commercial paper of high quality Highest rated paper is A-1+/A-1 by S&P and P-1 by Moody's. Principal. Face value of a financial instrument on which interest accrues. May be less than par value if some principal has been repaid or retired. For a transaction principal is par value times price and includes any premium or discount Prudent Expert Rule. Standard that requires that a fiduciary manage a portfolio with the care. skill, prudence. and diligence, under the circumstances then prevailing. that a prudent person acting in a like capacity and familiar with such matters would use in the conduct of an enterprise of a like character and with like aims.This statement differs from the'prudent person' rule in that familiarity with such matters suggests a higher standard than simple prudence. Prudent Investor Standard. Standard that requires that when investing, reinvesting. purchasing, acquiring, exchanging, selling, or managing public funds, a trustee shall act with care, skill, prudence, and diligence under the circumstances then prevailing, including, but not limited to, the general economic conditions and the anticipated needs of the agency,that a prudent person acting in a like capacity and familiarity with those matters would use in the conduct of funds of a like character and with like aims, to safeguard the principal and maintain the liquidity needs of the agency. More stringent than the 'prudent person" standard as it implies a level of knowledge commensurate with the responsibility at hand. Qualified Public Depository - Per Subsection 280.02(26), F.S., "qualified public depository' means any bank,savings bank, or savings association that 1 Is organized and exists under the laws of the United States, the laws of this state or any other state or territory of the United States. Page 20 0 1606 11c 2. Has its principal place of business in this state or has a branch office in this state which is authorized under the laws of this state or of the United Stales to receive deposits in this state. 3. Has deposit insurance under the provision of the Federal Deposit Insurance Act, as amended, 12 U.S.C. ss.1811 et seq. 4. Has procedures and practices for accurate identification, classification, reporting, and collateralization of public deposits 5. Meets all requirements of Chapter 280, F.S. 6. Has been designated by the Chief Financial Officer as a qualified public depository. Range Note. A type of structured note that accrues interest daily at a set coupon rate that is tied to an index. Most range notes have two coupon levels; a higher accrual rate for the period the index is within a designated range, the lower accrual rate for the period that the index falls outside the designated range. This lower rate may be zero and may result in zero earnings. Rate of Return. Amount of income received from an investment, expressed as a percentage of the amount invested Realized Gains (Losses). The difference between the sale price of an investment and its book value. Gains/losses are `realized' when the security is actually sold, as compared to 'unrealized' gains/losses which are based on current market value. See'Unrealized Gains(Losses)." Reference Bills: FHLMC's short-term debt program created to supplement its existing discount note program by offering issues from one month through one year, auctioned on a weekly or on an alternating four-week basis (depending upon maturity) offered in sizeable volumes ($1 billion and up) on a cycle of regular, standardized issuance. Globally sponsored and distributed. Reference Bill issues are intended to encourage active trading and market-making and facilitate the development of a term repo market. The — program was designed to offer predictable supply, pricing transparency, and liquidity, thereby providing alternatives to U.S. Treasury bills. FHLMC's Reference Bills are unsecured general corporate obligations. This program supplements the corporation's existing discount note program. Issues under the Reference program constitute the same credit standing as other FHLMC discount notes; they simply add organization and liquidity to the short-term Agency discount note market. Reference Notes: FHLMC's intermediate-term debt program with issuances of 2, 3, 5, 10, and 30-year maturities. Initial issuances range from$2 -$6 billion with re-openings ranging$1 -$4 billion. The notes are high-quality bullet structures securities that pay interest semiannually. Issues under the Reference program constitute the same credit standing as other FHLMC notes; they simply add organization and liquidity to the intermediate-and long-term Agency market. Repurchase Agreement (Repo). A short-term investment vehicle where an investor agrees to buy securities from a counterparty and simultaneously agrees to resell the securities back to the counterparty at an agreed upon time and for an agreed upon price. The difference between the purchase price and the sale price represents interest earned on the agreement. In effect, it represents a collateralized loan to the investor,where the securities are the collateral. Can be DVP,where securities are delivered to the investor's custodial bank, or 'tri-party" where the securities are delivered to a third party intermediary. Any type of security can be used as 'collateral," but only some types provide the investor with special bankruptcy protection under the law. Repos should be undertaken only when an appropriate Securities Industry and Financial Markets Association (SIFMA)approved master repurchase agreement is in place. Reverse Repurchase Agreement (Reverse Repo). A repo from the point of view of the original seller of securities Used by dealers to finance their inventory of securities by essentially borrowing at short-term rates. Can also be used to leverage a portfolio and in this sense, can be considered risky if used improperly. Page 21 1606 licx ' Safekeeping. Service offered for a fee, usually by financial institutions, for the holding of securities and other valuables. Safekeeping is a component of custody services Secondary Market. Markets for the purchase and sale of any previously issued financial instrument Securities Industry and Financial Markets Association (SIFMA). The bond market trade association representing the largest securities markets in the world. In addition to publishing a Master Repurchase Agreement, widely accepted as the industry standard document for Repurchase Agreements, the SIFMA also recommends bond market closures and early closes due to holidays. Securities Lending. An arrangement between and investor and a custody bank that allows the custody bank to"loan"the investors investment holdings, reinvest the proceeds in permitted investments, and shares any profits with the investor Should be governed by a securities lending agreement Can increase the risk of a portfolio in that the investor takes on the default risk on the reinvestment at the discretion of the custodian Sinking Fund. A separate accumulation of cash or investments (including earnings on investments) in a fund in accordance with the terms of a trust agreement or indenture, funded by periodic deposits by the issuer(or other entity responsible for debt service). for the purpose of assuring timely availability of moneys for payment of debt service. Usually used in connection with term bonds. Spread. The difference between the price of a security and similar maturity U.S. Treasury investments. expressed in percentage terms or basis points. A spread can also be the absolute difference in yield between two securities The securities can be in different markets or within the same securities market between different credits, sectors, or other relevant factors. Standard & Poor's. One of several NRSROs that provide credit ratings on corporate and municipal debt issues. STRIPS (Separate Trading of Registered Interest and Principal of Securities). Acronym applied to U.S. Treasury securities that have had their coupons and principal repayments separated into individual zero- coupon Treasury securities. The same technique and "strips" description can be applied to non-Treasury securities(e.g FNMA strips) Structured Notes. Notes that have imbedded into their structure options such as step-up coupons or derivative-based returns. Supranational Supranational organizations are international financial institutions that are generally established by agreements among nations, with member nations contributing capital and participating in management. These agreements provide for limited immunity from the laws of member countries. Bonds issued by these institutions are part of the broader class of Supranational, Sovereign, and Non-U.S.Agency (SSA) sector bonds. Supranational bonds finance economic and infrastructure development and support environmental protection, poverty reduction, and renewable energy around the globe. For example, the World Bank, International Finance Corporation (IFC), and African Development Bank (AfDB) have 'green bond" programs specifically designed for energy resource conservation and management. Supranational bonds, which are issued by multi-national organizations that transcend national boundaries. Examples include the World Bank,African Development Bank, and European Investment Bank. Swap. Trading one asset for another. TAP Notes: Federal Agency notes issued under the FHLB TAP program. Launched in 6/99 as a refinement to the FHLB bullet bond auction process. In a break from the FHLB`s traditional practice of bringing numerous small issues to market with similar maturities, the TAP Issue Program uses the four most common maturities and reopens them up regularly through a competitive auction. These maturities(2, 3, 5, and 10 year) will remain open for the calendar quarter. after which they will be closed and a new series of TAP issues will be opened to replace them. This reduces the number of separate bullet bonds issued, but generates enhanced awareness and liquidity in the marketplace through increased issue size and secondary market volume Page 22 1, � 1 6 0 6 1 1 C Tennessee Valley Authority(WA). One of the large Federal Agencies.A wholly owned corporation of the United States government that was established in 1933 to develop the resources of the Tennessee Valley region in order to strengthen the regional and national economy and the national defense. Power operations are separated from non-power operations. TVA securities represent obligations of TVA, payable solely from TVA's net power proceeds, and are neither obligations of nor guaranteed by the United States TVA is currently authorized to issue debt up to$30 billion. Under this authorization, WA may also obtain advances from the U.S. Treasury of up to$150 million. Frequent issuer of discount notes, agency notes, and callable agency securities. Total Return. Investment performance measured over a period of time that includes coupon interest, interest on interest, and both realized and unrealized gains or losses. Total return includes, therefore, any market value appreciation/depreciation on investments held at period end. Treasuries. Collective term used to describe debt instruments backed by the U.S. government and issued through the U.S. Department of the Treasury. Includes Treasury bilis, Treasury notes, and Treasury bonds. Also a benchmark term used as a basis by which the yields of non-Treasury securities are compared (e.g., "trading at 50 basis points over Treasuries"). Treasury Bills (T-Bills). Short-term direct obligations of the United States government issued with an original term of one year or less. Treasury bills are sold at a discount from face value and do not pay interest before maturity. The difference between the purchase price of the bill and the maturity value is the interest earned on the bill. Currently, the U.S. Treasury issues 4-week, 13-week, and 26-week T-Bills. Treasury Bonds. Long-term interest-bearing debt securities backed by the U.S. government and issued with maturities of ten years and longer by the U.S. Department of the Treasury. Treasury Notes. Intermediate interest-bearing debt securities backed by the U.S. government and issued with maturities ranging from one to ten years by the U.S. Department of the Treasury The Treasury currently issues 2-year,3-year, 5-year,and 10-year Treasury Notes. Trustee. A bank designated by an issuer of securities as the custodian of funds and official representative of bondholders. Trustees are appointed to insure compliance with the bond documents and to represent bondholders in enforcing their contract with the issuer Uniform Net Capital Rule. SEC Rule 15c3-1 that outlines the minimum net capital ratio (ratio of indebtedness to net liquid capital)of member firms and non-member broker/dealers Unrealized Gains(Losses). The difference between the market value of an investment and its book value. Gains/losses are "realized" when the security is actually sold, as compared to "unrealized' gains/losses which are based on current market value. See also'Realized Gains(Losses)." Variable-Rate Security. A bond that bears interest at a rate that varies over time based on a specified schedule of adjustment (e.g., daily, weekly, monthly, semi-annually, or annually) See also "Floating Rate Note.' Weighted Average Maturity (or just "Average Maturity"). The average maturity of all securities and investments of a portfolio, determined by multiplying the par or principal value of each security or investment by its maturity(days or years), summing the products, and dividing the sum by the total principal value of the portfolio.A simple measure of risk of a fixed-income portfolio. Weighted Average Maturity to Call. The average maturity of all securities and investments of a portfolio. adjusted to substitute the first call date per security for maturity date for those securities with call provisions. Yield Curve. A graphic depiction of yields on like securities in relation to remaining maturities spread over a time line. The traditional yield curve depicts yields on U.S. Treasuries, although yield curves exist for Federal Agencies and various credit quality corporates as well. Yield curves can be positively sloped Page 23 • 1606 1 1 C 0 (normal) where longer-term investments have higher yields, or "inverted" (uncommon) where longer-term investments have lower yields than shorter ones. Yield to Call(YTC). Same as"Yield to Maturity,' except the return is measured to the first call date rather than the maturity date.Yield to call can be significantly higher or lower than a security's yield to maturity, Yield to Maturity(YTM). Calculated return on an investment, assuming all cash-flows from the security are reinvested at the same original yield. Can be higher or lower than the coupon rate depending on market rates and whether the security was purchased at a premium or discount.There are different conventions for calculating YTM for various types of securities. Yield. There are numerous methods of yield determination.in this glossary,see also"Current Yield,'"Yield Curve,""Yield to Call,"and"Yield to Maturity." Page 24 1606 Attachment B Investment Pool/Fund Questionnaire 1 A description of eligible investment securities, and a written statement of investment policy and objectives, 2. A description of interest calculations and how it is distributed,and how gains and losses are treated. 3. A description of how the securities are safeguarded(including the settlement processes), and how often the securities are priced and the program audited. 4. A description of who may invest in the program, how often, what size deposit and withdraw& are allowed 5. A schedule for receiving statements and portfolio listings. 6. Are reserves. retained earnings, etc. utilized by the poolfund? 7. A fee schedule,and when and how is it assessed 8. Is the pool/fund eligible for bond proceeds and/or will it accept such proceeds? Page 25 EXHIBIT H Attachment D 1606 Attachment"D" PEPPER RANCH PRESERVE ENDOWMENT FUND TRUST TRUST ESTATE Pursuant to the Pepper Ranch Preserve Conservation Bank Agreement, approved by the Service, Collier County will deposit into the Interim Management Account a minimum lump sum amount equal to $253,600, which will be specifically dedicated for the management costs of the Pepper Ranch Preserve Conservation Bank during the Interim Management Period, as defined in the Conservation Bank Agreement. Collier County shall also make deposits into the Endowment Fund in an amount equal to $454.49 per credit sold, until the principal of the Endowment Fund totals $3,940,000 (the Endowment Fund Principal). The Trust Estate will be comprised of Collier County's Interim Management Account and Endowment Fund, as well as any and all additional monies and funds deposited into the Fund and any income and earnings generated on the Endowment Fund Principal. 1606 THIS PAGE INTENTIONALLY LEFT BLANK c40 EXHIBIT H Attachment E .. 1 60 6 k Attachment"E" PEPPER RANCH PRESERVE CONSERVATION BANK ENDOWMENT FUND TRUST PROCEDURES AND REPORTING REQUIREMENTS Control of Funds 1. All deposits into the Endowment Fund shall be made via check or direct wire deposit and copies of deposit receipts shall be issued by Trustee to Grantor (with respect only to the Lump Sum Payment or "Deposit," as defined in the Trust Agreement) and the Service within thirty (30) days. The Trustee is authorized to establish a non-wasting, interest- bearing account for the Endowment Fund, and to hold this account for the exclusive benefit of the Trust. 2. Trustee shall maintain an accurate accounting of funds in the Endowment Fund including at minimum an annual balance sheet and income statement. Such accounting shall be separate from all other accounting of funds held by or managed by the Trustee. Funds in the Endowment Fund may be pooled with other funds held by or managed by the Trustee for investment purposes. 3. Trustee shall prepare, or cause to be prepared, an annual Financial Report for the Trust and submit it to the Service and or, upon written authorization from the Service, to any Service-approved Successor within one hundred eighty (180) days after the end of each County fiscal year (September 30). Such Financial Report shall satisfy and be in accordance with the reporting requirements under section 4.1 of the Trust Agreement. 4. Interest earned on all Trust funds shall be accumulated in the Trust. Disbursements 1. A five (5) year budget shall be prepared by Collier County for the operation and maintenance of the Property. This budget shall be reviewed and approved by the Service, shall be in accordance with the Management Plan, and shall be in sufficient detail as to the specific type of expenditure to allow Trustee to fund annual disbursement requests from Collier County. 2. The budget shall be re-evaluated and re-approved by Collier County and Service every two (2) years for the first ten (10) years unless an interim budget change is requested by Collier County. Collier County may request an interim budget change at any time, but any such change must be approved in writing by the Service. After the first ten(10) years, the interval of re-evaluation and re-approval may be reconsidered with the approval of the Collier County,Trustee and Service. 3. The Trustee shall issue checks within five (5) business days after the receipt of any annual draw request submittal conforming to the requirements of this Agreement and Florida law. O`a 161) „Th 6 4. Collier County will provide Trustee and Service an annual accounting of the disbursement and expenditure of funds made in accordance with the approved management plan and budget. Other 1. The Trust will be audited on an annual basis by the Trustee's external independent auditor. 2. All investment of the Trust's funds shall be made in accordance with the Investment Policy. (9 EXHIBIT I I 611 Exhibit I Endowment Deposit, Target Amount, Target Date, Interim Management Account 1606 THIS PAGE INTENTIONALLY LEFT BLANK �' 1 6 CI 6 ~ Pepper Ranch Preserve Conservation Bank Endowment for Long Term Management Invasive exotic plant management of the Bank lands for the first five years following the completion of the initial removal will be conducted by a qualified Collier County contractor to ensure that the exotic species are proactively treated during this critical period. Other management activities such as fire application for the first five years following the completion of the initial exotic plant removal will be conducted by Conservation Collier staff with the assistance of other agencies including South Florida Water Management District and Florida Forest Services. Vegetation monitoring will initially be conducted by Johnson Engineering, Inc. Conservation Collier staff will subsequently perform vegetation monitoring. Conservation Collier staff will conduct annual wildlife monitoring. An exotic plant contractor and firebreak mower will be contracted annually by the Banker, Collier County. Funds set aside specifically for these contracts will be held in a separate interim management account within the Pepper Ranch Preserve Conservation Bank Endowment Fund. Collier County will submit a Bank Letter showing proof of funds in January of each year during this period to the USFWS for the amount contracted. An endowment fund will be established as a separate Collier County account to fund long-term management and monitoring beyond the initial, five year period. Collier County will fully fund the endowment fund ($3,940,000) on October 1, 2020, if the fund is not fully funded through credit sales. Per acre management costs were arrived at based on actual Conservation Collier management costs for monitoring and ongoing management activities such as mowing, fire applications, and exotic species control. Regardless of the time for sell-out of all bank credits, Collier County is committed to the funding of all required management during the initial five year period. n rim 1613 6 Exhibit I—Endowment Deposit,Target Amount, Target Date, Interim Management Account Pepper Ranch Preserve Conservation Bank Endowment for Long Term Management Interim Management Account FY19 $ 195,300 FY20 $ 58,300 Interest Rate Conservative Interest on Investment 4.5% Annual Inflation over last 20 years 2.0% Average Return on Investment 2.5% Target Amount Manager Collier County Acreage 1,516.84 Annual Operating Cost(per acre) $ 51.95 Annual Operating Cost(total) $ 78,800 Target Amount $3,940,000 Endowment Deposit Total Credits 8,669.0 Endowment Deposit $454.49 Target Date October 1, 2020 I 0 0 6 col .der County Cc C �r e Co u ty U . S . Fish and Wildlife Service Conservation Bank Agreement Exhibit J `o R cov , CON � I ON E R Parks Recreation Present and Future Generations www.coiliergov.nflconaenrationcoloe� EXHIBIT J 1 6 0 6 Exhibit J Phase I and II Environmental Site Assessments 1606 THIS PAGE INTENTIONALLY LEFT BLANK PHASE I/II AUGUST 1995 „,..,,„..„,,,,,,,t„,..,,,,,,..„,„„,,,,,,„r . 160 6 ,,,,,,,_,,,,t,„,„„,,,„,:,...,„, „:„.,,,,,, ',,,,,.„,,,,;,,,,,,„,,,,,.,,,;:,:?:„ „...„,„,.5,4„.„,,,,,,,,,„,,„,,...,,,,,,,,,,...„„,,,. p: S ......,,„,..,,„,, ,,,,,,,....„,„,,,,,„,,,,„,,,,,.,,,,,,,„ .,,,4„.„,,,,,,,,„,.,..,..„.„,,‘...,..„,,„,..„.,,,,.. Conservation Collier Program Collier County Facilities Mgnd. I Z- n 3301 Tarniami Trail E.,Bldg. W •i Naples,FL 34112 , g< , , 172-178986-269 Yi - - ; iVkR PHASE I / PHASE II +tV,�� k1�� -Y f y,•' zuveg .. , '; ENVIRONMENTAL ASSESSMENT 4� k : W '.- REPORT 3. # �Y HEARN/REX PROPERTIES -fr _ t v 3 TRACT NOs. 001-007, 001-008, 001-009, i,,,,,,,ado L �, ” ..k Haj, 1 'a 001 -018, 001-026, 001-027, 001-029 4. r ''-,'.-,:?',,':k.•;72..,,,-,':!,K3� Y t COLLIER COUNTY, FLORIDA t+al.Sxp it z tom,. Y` a .. z jr r:- Prepared for: South Florida Water Management District i' `x Division of Risk Management 3f >,-�, 3301 Gun Club Road F �`)it 4 West Palm Beach, Florida 33406-4680 b 1.40 r %ro Fs. 11 yY 4..t• W µ Mk 1;,,r.,,::-,44'.,%!:',,74#4-'4!4",/,'N.:-, � Prepared by: i Vi Ayres Associates . '''''`,., 410.,.117,'; -F0'+ 3901 Coconut Palm Drive, Suite 100 Tampa, Florida 33619 x ,Vre t j1, ;: Ayres JN: 30-0216,00 Ifit9�Jy'� r5. �1!``1 3 s V4 �t 5 August 1995 ,r rye t'a-,.NIA ,,,,q,4::,:,;..-a.-1.,,,i,.,...,.,-,....,y,,,.::. ,3, Z , 4 �y4 Y i'VE:',-.,."..-:::::.,..2./:,S.:'.:,-'..';';', AMES ASOC A,r r I '',,„"),It .,.,:..-J I 6 0 6 PHASE I / PHASE II ENVIRONMENTAL ASSESSMENT REPORT HEARN/REX PROPERTIES TRACT NOs. 001-007, 001-008, 001-009, 001-018, 001-026, 001-027, 001-029 ' COLLIER COUNTY, FLORIDA 1 Prepared for: South Florida Water Management District Division of Risk Management ' 3301 Gun Club Road West Palm Beach, Florida 33406-4680 ' Prepared by: AVRES ASSOCIATES 3901 Coconut Palm Drive, Suite 100 Tampa, Florida 33619 Ayres JN: 30-0216.00 August 1995 ' cio 201 1K Harold R. Vincent, P.G. • * y ( ` Project Manager .� SS�`SEO� dc7 j 0, F1.40 �Qv SS/O N AL G - Sharon M. Latz, P.G. Hydrogeologist I 1112, 0 . 1 6 I ....... 10 TABLE OF CONTENTS I Page EXECUTIVE SUMMARY v I1.0 INTRODUCTION 1 2.0 OBJECTIVE 1 I3.0 SCOPE OF SERVICES 1 1 4.0 PHASE I/PHASE II ENVIRONMENTAL ASSESSMENT 1 4.1 BACKGROUND 2 I 4.2 CURRENT LAND USE 6 4.3 PAST LAND USE 12 4.3.1 Historical Inquiries 12 1 4.3.2 Historical Aerial Photograph Review 12 4.4 REGULATORY INQUIRY 24 4.4.1 Agency List Review 24 I 4.4.2 Agency Contacts 26 4.5 PRELIMINARY SURVEY OF REGIONAL GEOLOGY/HYDROGEOLOGY 29 '" 4.5.1 Geology 29 4.5.2 Hydrogeology 31 4.6 EVALUATION OF POTENTIAL SOIL CONTAMINATION 31 I 4.6.1 Cattle Dipping Vat 32 4.6.2 Cattle Dipping Vat Maintenance Area 34 4.6.3 Pesticide Staging Areas 34 I4.6.4 Oil Well Sites 40 4.7 EVALUATION OF POTENTIAL GROUNDWATER CONTAMINATION 45 I 4.7.1 Cattle Dipping Vat 45 4.7.2 Pesticide Staging Areas 47 4.7.3 Oil Well Sites 48 I 4.8 VOLUMETRIC EVALUATION OF SOLID WASTE 49 4.8.1 Cattle Dipping Vat and Associated Maintenance Area 49 4.8.2 Hunting Camp Areas 49 1 5.0 PHASE 11 ENVIRONMENTAL ASSESSMENT RESULTS 50 I 5.1 CATTLE DIPPING VAT 50 5.1.1 Soil Sampling 50 5.1.2 Groundwater Sampling 51 5.2 CATTLE DIPPING VAT MAINTENANCE AREA 51 1 5.2.1 Soil Sampling 51 JR i 160 I 1 5.3 PESTICIDE STAGING AREAS 56 5.3.1 Soil Sampling 56 5.3.2 Groundwater Sampling 56 5.4 OIL WELL SITES 60 5.4.1 Soil Sampling 60 5.4.2 Groundwater Sampling 64 5.5 VOLUMETRIC EVALUATION OF SOLID WASTE 64 5.5.1 Cattle Dipping Vat and Associated Maintenance Area 64 5.5.2 Hunting Camp Areas 73 5.6 LABORATORY DATA VALIDATION 74 6.0 CONCLUSIONS AND RECOMMENDATIONS 75 6.1 CONCLUSIONS 75 6.2 RECOMMENDATIONS 78 1 6.2.1 Cattle Dipping Vat 78 6.2.2 Solid Waste Removal Cost Estimates 82 6.2.3 Oil Well Sites 82 1 FIGURES iii TABLES iii APPENDICES iii I I I I I I I ii I FIGURES 4-1: Site Map with Tract Boundaries 3 4-2: Oil Well Sites 4 ' 4-3: Hunting Camp Sites 5 4-4: Pesticide Staging Areas and Cattle Dipping Vat and Associated Maintenance Area 7 4-5: Cattle Vat & Maintenance Area -Soil Boring and Temporary Monitoring Well Locations 33 4-6: Pesticide Staging Area No. 1 - Soil Boring and Temporary Monitoring Well Locations 37 1 4-7: Pesticide Staging Area No. 2-Soil Boring and Temporary Monitoring Well Locations 39 4-8: Oil Well Site No. 1 - Soil Boring and Temporary Monitoring Well Locations42 ' 4-9: Oil Well Site No. 2 - Soil Boring and Temporary Monitoring Well Locations43 4-10: Oil Well Site No. 3 - Soil Boring and Temporary Monitoring Well Locations44 ' 5-1: Cattle Dipping Vat- Soil Sampling Locations with Analytical Results 53 5-2: Cattle Dipping Vat-Groundwater Sampling Locations with Analytical Results 55 5-3: Pesticide Staging Area No. 1 - Soil Sampling Locations with Analytical Results 58 5-4: Pesticide Staging Area No. 2- Soil Sampling Locations with Analytical Results 59 5-5: Pesticide Staging Area No. 1 - Groundwater Sampling Locations with Analytical Results 62 ' 5-6: Pesticide Staging Area No. 2-Groundwater Sampling Locations with Analytical Results 63 5-7: Oil Well Site No. 1 -Soil Sampling Locations with Analytical Results 66 - II 5-8: Oil Well Site No. 2 - Soil Sampling Locations with Analytical Results 67 5-9: Oil Well Site No. 3 -Soil Sampling Locations with Analytical Results 68 5-10: Oil Well Site No. 1 -Groundwater Sampling Locations with Analytical Results 70 5-11: Oil Well Site No. 2 -Groundwater Sampling Locations with Analytical Results 71 ' 5-12: Oil Well Site No. 3 -Groundwater Sampling Locations with Analytical Results 72 ' TABLES 4-1: Organic Vapor Soil Screening Results - Cattle Dipping Vat 35 f4-2: Organic Vapor Soil Screening Results - Cattle Dipping Vat Maintenance Area 36 4-3: Organic Vapor Soil Screening Results - Pesticide Staging Areas No. 1 & No. 2 41 4-4: Organic Vapor Soil Screening Results -Oil Well Sites 46 0 1 1611 6__ 5-1: Analytical Summary-Soil: Cattle Dipping Vat 52 5-2: Analytical Summary-Groundwater: Cattle Dipping Vat 54 5-3: Analytical Summary-Soil: Pesticide Staging Areas No. 1 & No. 2 57 1 5-4: Analytical Summary-Groundwater: Pesticide Staging Areas No. 1 & No. 2 61 1 5-5: Analytical Summary-Soil: Oil Well Sites 65 5-6: Analytical Summary-Groundwater: Oil Well Sites 69 6-1: Remedial Option Cost Matrix, Cattle Vat 81 APPENDICES Appendix A: Site Photographs Appendix B: Boring Logs and Temporary Monitoring Well Construction Details 1 Appendix C: Laboratory Report Appendix D: Preliminary Risk Assessment Report Questionnaire Appendix E: Letter: Oil Well Site Surety 11 1 1 1 I 1 1 I i iv 1 160 6 1 EXECUTIVE SUMMARY r On June 19, 1995, Ayres Associates initiated a Phase I/Phase II Environmental Assessment at the Hearn/Rex properties, located in Collier County, Florida. The properties comprise an approximate total of 2,293 acres and include tract numbers 1 001-007, 001-008, 001-009, 001-018, 001-026, 001-027, and 001-029. These tracts are part of a proposed land acquisition by the SFWMD. The proposed acquisition is part of the Corkscrew Regional Ecosystem Watershed (CREW) project covering nearly 55,000 1 acres in Lee and Collier Counties. The Phase I segment of the assessment included a site reconnaissance, a preliminary survey of regional geology and hydrogeology, interviews with persons knowledgeable of site activities, an historical aerial photograph review, and a regulatory inquiry. The assessment determined that the acquisition area is predominantly used for agricultural ' purposes and cattle grazing. Additionally, less prominent uses include the presence of three oil production wells near the western acquisition boundary, and two hunting camp areas near the eastern boundary. Findings during the regulatory inquiry were limited to concerns at the three oil production well sites, which included reports of: 1) improper disposal of materials, 2) leaking drums, 3) improper equipment maintenance resulting in petroleum-related leaks, 4) improper cleanup procedures after oil spills, and 5) the ' presence of petroleum-contaminated, stockpiled soil at each of the three sites. The Phase II segment of the assessment included soil and groundwater sampling at several areas of concern. These areas were initially identified by the SFWMD during a January 24, 1995 site reconnaissance. The identified concerns included: 1) the presence of a former cattle dipping vat, 2) a maintenance area associated with the former cattle dipping vat, 3) two former pesticide staging areas, 4)two hunting camps having notable volumes of solid waste, and 5) the above-mentioned oil well sites. Soil sampling activities included an organic vapor soil screening and the collection of soil samples for laboratory analyses. The groundwater sampling activities included the installation of temporary monitoring wells and subsequent collection of groundwater samples for laboratory analyses. As a result of these sampling activities significant environmental concerns were confirmed in two areas: 1) the former cattle dipping vat, and 2) the oil well sites. Elevated concentrations of toxaphene and arsenic were identified in the soil and groundwater at the cattle dipping vat; however, data indicates that contamination generally is limited to the immediate vicinity of the cattle vat. Toxaphene concentrations in the soil samples ranged from 56.4 mg/kg to 4300 mg/kg. Toxaphene concentrations in the groundwater samples ranged from 157 pg/L to 216 pg/L, and were identified only in the temporary monitoring wells placed in close proximity to the vat. The toxaphene concentrations identified in the groundwater samples exceeds the 3 pg/L MCL. Arsenic concentrations in the soil samples ranged from 0.899 mg/kg to 112 mg/kg, while the groundwater samples revealed arsenic concentrations ranging from 0.095 mg/L to 11 mg/L. Arsenic concentrations were identified in all temporary monitoring wells and in the existing potable water well. All identified groundwater arsenic concentrations are above the 0.05 mg/L MCL. v i {. 1 The oil well sites have been identified as having elevated TRPH concentrations in soil ranging from 5.68 mg/kg to 13,700 mg/kg. In addition to the contamination confirmed ' through the analyses of samples, visual observations at each site indicate a potential for soil contamination within the entire bermed areas of each site. An analysis of groundwater samples collected from two temporary monitoring wells installed at each ' site (a total of six wells)did not identify TRPH concentrations above the laboratory method detection limit. ' The assessment activities also included a volumetric evaluation of waste materials at the cattle dipping vat, its associated maintenance area, and the two hunting camps. From this evaluation, it has been determined that the total weight of waste materials to ' be removed is approximately 662 tons. The estimated cost for the removal of waste materials is approximately$32,000. Concentrations of arsenic and toxaphene in soil at the cattle dipping vat exceed acceptable concentrations as suggested by the FDEP. In addition, arsenic and toxaphene concentrations in groundwater at the cattle vat exceed their respective maximum concentration levels (MCLs). Assuming that remediation of the cattle vat site will involve removal and treatment of both soil and groundwater, maximum estimated remediation costs range from approximately $422,000 to $478,000. ' TR-Pf -concentrations were found to be excessively elevated at the three oil well sites (13.8 mg/kg - 13,700 mg/kg), The standard guidance criteria established for ' 4etermining the presence/absence of excessively contaminated soil does not include contamination by TRPH constituents. The guidance has been set forth solely to identify soil excessively contaminated by gasoline and diesel fuels since these substances ' include volatile organic compounds detectable by an OVA. TRPH constituents are riot volatile in nature and, therefore, are not detectable with an OVA. Instead, the clean soil criteria for treated soil, established in Chapter 62-775.400(1), FAC, sets a 10 mg/kg guidance standard for TRPH concentrations in soil. Based on the elevated TRPH ' concentrations in the soil at the oil well sites and additional visual observations around each site within their respective bermed areas, removal of these soils is recommended. The estimated cost for removal and offsite transport of contaminated soil from all three sites is approximately $940,800. A$1,000,000 surety bond exists collectively for the three oil well sites. While the state ' would effect a cleanup of the sites using the bond money, should the need arise, some question of liability remains if the available funds are inadequate to cover a cleanup in the event of a massive spill and/or accident at the site. 1 i 1 j vi 1 U t&O 1.0 INTRODUCTION In June 1995, Owen Ayres &Associates (Ayres Associates) was retained by the South Florida Water Management District(SFWMD)to perform a Phase I/Phase II Environmental Assessment at the Hearn/Rex properties located in Collier County, Florida. These properties are part of a proposed SFWMD land acquisition for the ' Corkscrew Regional Ecosystem Watershed (CREW) project, which includes nearly 55,000 acres in Lee and Collier counties. The environmental assessment of the proposed acquisition area was conducted by Ayres Associates' personnel in accordance ' with our proposal dated May 3, 1995. This report has been developed for the purpose of summarizing our data collection activities, field work, and the subsequent laboratory data together with conclusions and recommendations. I 2.0 OBJECTIVE The objective of the Phase I/II Environmental Assessment was to identify potential areas of adverse environmental impact to the soil and/or groundwater of the proposed acquisition area. The potential for adverse environmental impacts was evaluated by: • conducting a site reconnaissance; 1 • reviewing land use history; • conducting a regulatory inquiry; • performing a preliminary survey of the regional geology/hydrogeology; el • collecting soil samples from previously identified on-site areas of concern, in addition to performing soil vapor surveys in several of these areas; • collecting groundwater samples from previously identified on-site areas of concern; I and • interpreting the subsequent analytical results of the soil and groundwater samples. Ayres Associates and the SFWMD recognize that the use of pesticides is an inherent practice associated with agricultural operations. Although residual pesticide concentrations may be present across the Hearn/Rex properties as a result of normal application rates, a full and comprehensive assessment of potential pesticide residuals present at the properties is beyond the scope of this Phase I/Phase II report. 3.0 SCOPE OF SERVICES The stated objective was met by following the scope of services outlined in the ' referenced Ayres Associates' proposal, dated May 3, 1995. ' 4.0 PHASE I/PHASE II ENVIRONMENTAL ASSESSMENT The following sections present site-specific background information, descriptions of land ' use history, available regulatory information on the proposed acquisition area, general information of the area's regional geology/hydrogeology, and our methodologies used in Ayres Associates 4 a mswordlhearnrex.rpt JN:30-0216.00 August 1995 1 _ „ - 1 6 0 1 ' evaluating the potential for soil and/or groundwater contamination within the proposed acquisition area. 4.1 BACKGROUND The Hearn/Rex properties are a proposed property acquisition by the SFWMD. The ' proposed acquisition includes approximately 2393.61 acres of land comprised of seven tracts: ' Tract Number Property Owner County Acreage 001-007 Joyce P. Hearn, et al Collier 640 001-008 Joyce P. Hearn, et at Collier 60 001-009 Joyce P. Hearn, et al Collier 10 001-026 Joyce P. Hearn, et al Collier 55 001-018 Rex Properties, Ltd. Collier 640 001-027 Rex Properties, Ltd. Collier 870.9 1 001-029 Rex Properties, Ltd. Collier 117.71 TOTAL ACREAGE: 2393.61 The seven tracts are located in Sections 22, 26, 27, 28, 33, and 35, Township 46 South, Range 28 East, Collier County, Florida. The tracts are situated north and west of Lake ' Trafford, on the eastern extent of the Corkscrew Swamp (Figure 4-1). The acquisition area can be accessed from Lake Trafford Road located in immokalee, Florida. Lake Trafford Road lies west of State Road 29 which runs through the Town of Immokalee. ' Presently, much of the land within the tracts is used for cattle grazing and agricultural operations. The farm lands comprise approximately one-third of the acquisition area's north-central portion. A network of drainage/irrigation canals dissects the farmed areas. The remainder of the acquisition area is predominantly pastureland. Access to the proposed acquisition area is restricted by fencing around the northern and eastern perimeter boundaries. A locked gate is present along the east boundary which provides access to an oil well lease site. The Corkscrew Swamp provides natural ' perimeter controls on the west and south boundaries of the acquisition area; however, no perimeter controls are known to be present in the Lake Trafford area. ' On January 24, 1995, Mr. Robert Kukleski, of the SFWMD Risk Management Division, performed an extensive vehicle reconnaissance of the proposed acquisition area. At this time several locations of potential environmental concerns were identified by Mr. ' Kukleski, which included: • three active oil production wells located in Sections 28 and 33 (Figure 4-2); • two hunting camp areas present at the eastern limits of the acquisition area. One camp is located in Section 35,just northeast of Lake Trafford, and the second camp is located in Section 26, north of Lake Trafford Road (Figure 4-3); Ayres Associates 2 a:mswordlhearnrex.rpt J N: 30-0216.00 August 1995 • 16t36 __ . ,. .., . , _ „.:. :....• . .. .. .. _ . ,.... , • . . . • .. . ,.. .. .,'•,;,„ • . . .. .... . . ,.. .. 1 . . „. .. .. . • . . • • k_ . 1 .. . .. .., M: . . .. . : :" . . , • .,...„ ,. .. .. R i s ., , „.... „. .. ....., _ • ... . . .. a.• _ .. . ., v ..- _ j ,,,tee# • o- • . .7.-4,',,;•. '!v f II . wT�1, A ,. if` 11 1 .: _ t . F'}F'^4 OIL WELL , 2 5 t OIL WELL 3 • i art. i i � 3 tea. ' r 1 , A, 3 5 4a4' -F�'� 'DANA:'. Y r �t v> w x: .4„:„.., „ .. *., I 5;cFh HEARN/REX PROPERTIES CLQ: ^L. P 1a5e Ii Phase �7 F i LSF: ”' ”: `i r�=: Errvi ronmental Assessment -1111 AYRES a`.Er , ..: Tract Nos. 00/-rOl_! 8, tJO Ulf /J — � OIL WELL SITES `-t aSS . I=TES I ,oilier County, Pio r Ida0 ----__- 16136 e • two former pesticide staging areas located across the near-center of Section 27 ' (Figure 4-4); and • the presence of an abandoned cattle dipping vat and an associated maintenance area in Section 27,just east of the former pesticide staging areas (Figure 4-4). ' On April 25, 1995, an Ayres Associates representative accompanied Mr. Kukleski on a preliminary vehicle reconnaissance to view the previously identified areas of concern. Subsequently, at the request of Mr. Kukleski, Ayres Associates conducted a Phase I/II Environmental Assessment(June 19, 1995) on the seven tracts of land proposed for the acquisition. ' The Phase I segment of the assessment included the standard Phase I Environmental Assessment protocol (i.e., a site reconnaissance, preliminary survey of regional geology and hydrogeology, historical aerial photograph review, and regulatory inquiry). The Phase II segment of the assessment included soil and groundwater sampling concentrated within the areas of concern, as identified during the referenced January 24, 1995 vehicle reconnaissance and as viewed by Ayres Associates on April 25, 1995. 4.2 CURRENT LAND USE ' As previously discussed, the proposed acquisition area is used predominantly for agricultural activities and pastureland. The agricultural activities have included the cultivation of soft vegetables and cantaloupe. Pastureland uses have been limited to ' grazing. Typically, pesticides are associated with these land uses. According to Mr. Jim . Connor, Biologist with the Southwest Florida Research and Education Center, the types of pesticides historically associated with the cultivation of such vegetable and fruit crops ' are voluminous. However, he stated that the EPA analytical methods employed as part of the Phase II assessment for this proposed land acquisition includes the major pesticide classes historically used on these crops for insect and weed control (i.e., - I organophosphates, organochiorides, and chlorinated hydrocarbons). Pesticides containing DDT, lindane, toxaphene, and arsenic-based compounds were used in the 1930s and 1940s to kill insects that infested cattle. Additional, limited land uses within the proposed acquisition area include: 1) crude oil production and 2) hunting camps. Three oil wells are present within the proposed ' acquisition area (Figure 4-2) and produce approximately 200,000 gallons of oil per day. Environmental concerns associated with these oil wells include the potential for petroleum-related contamination of the soil and/or groundwater. Additionally, two ' hunting camps are present within the proposed acquisition area (Figure 4-3). The camps remain operational but are not presently in use. Environmental concerns associated with these hunting camps include the presence of septic tank systems and ' solid waste disposal. During the referenced April 25, 1995 vehicle reconnaissance, five portable canal pumps ' and their associated generators and diesel-filled aboveground storage tanks (ASTs) were observed in several locations across the acquisition area. These pumps are used for drainage/irrigation purposes associated with agricultural activities and can be moved Ayres Associates 6 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 $ 1 • 1 from one location to another along the network of canals, as needed. Visual observations did not readily indicate that significant environmental impacts have occurred due to the presence of these portable canal pumps. On June 19, 1995, Ayres Associates representatives performed an extensive site reconnaissance to visually survey the noted areas of concern (Section 4.1). Based on the findings of the preliminary vehicle reconnaissance conducted by the SFWMD on January 24, 1995, the June 19, 1995 site reconnaissance concentrated primarily on the previously identified areas of concern, located within Tracts 001-007, 001-026, 001-018, 001-027, and 001-029. The SFWMD was satisfied that no readily identifiable areas of environmental concern were present within the remaining two tracts (Tracts 001-008 and 001-009); therefore, these tracts were not physically traversed by Ayres Associates ' during the most recent site reconnaissance. The following is a summary of existing site conditions observed within the noted areas of ' concern during the June 19, 1995 site reconnaissance. Photographs of the areas were taken during the reconnaissance and are presented in Appendix A. HUNTING CAMP NO. 1: TRACT 001-029 Hunting Camp No. 1 is located northeast of Lake Trafford (Figure 4-3). The campsite property is leased by Mr. Don Crabtree, a state game and wildlife officer. Access to this area is restricted by a barbed wire fence and locking gate. Two house trailers presently occupy the campsite. One trailer appears to be permanently occupied and one is vacant. The occupied house trailer and grounds are reasonably maintained (no significant debris lying around). The majority of debris in the immediate area was observed around the vacant trailer. Observations in this area included (reference Photographs 1 through 4): • A storage shed adjacent to the vacant house trailer. The storage shed contains old ' furniture and other miscellaneous debris of a similar nature. • Dog pens are located at the rear-side of the vacant house trailer. • An aboveground storage tank (AST) is located to the right side of the entrance road, ' in proximity to the vacant trailer. The AST was in fair condition. There was no readily identifiable evidence of spills or leaks. The use of the AST is unknown, and it appeared to be empty during the site visit. ' • Miscellaneous household debris was observed around the outside of the vacant house trailer and associated storage shed and dog pens. The debris consisted mostly of patio furniture, an old gas cooking range, a bathtub, sliding shower doors, ' and a charcoal grill. • A septic system drainfield was observed to the rear of the vacant house trailer. ' A working, potable well was observed at the rear boundary of the camp site (Photograph 5). Additionally, a pole-mounted transformer was observed to service the area. There were no indications that the transformer has leaked PCB containing fluids. ' A solid waste disposal area (landfill)was observed in association with the hunting camp (reference Photographs 6 through 8). The disposal area is located approximately 100 yards southwest of the vacant house trailer. The length of service for this disposal area Ayres Associates 8 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 0 -613-6--- b : 1 I is unknown. Recently, Mr. Crabtree has been overseeing cleanup of the disposal area. The debris had been removed from the landfill area and placed in several stockpiles in proximity to the landfill. The discarded materials were observed to predominantly Iconsist of household-type wastes in addition to rusted car parts, tires, miscellaneous metal debris, cans of engine degreaser, empty motor oil containers, empty paint cans and spray paint cans, pesticide containers, and a car battery. I An abandoned, dilapidated house also was observed in the vicinity of the landfill area (Photograph 9). The house contained mostly discarded furniture. Additionally, a two- I gallon plastic container, labeled Manzate (a zinc-containing fungicide), was observed in the house along with a three-pound bag of Diathane M-45 (assumed to be a pesticide), An old truck trailer also was observed in close proximity to the abandoned house I (Photograph 10). The area was not readily accessible during the site visit and the contents of the truck trailer, if any, are unknown. IHUNTING CAMP NO. 2: TRACT 001-026 Hunting Camp No. 2 is located south of County Road 850 in Section 26 (Figure 4-3). I As with Hunting Camp No. 1, the property is leased by Mr. Don Crabtree. Hunting Camp No. 2 is well maintained, and access to this area is restricted by a fence and locking gate. The campsite consists of two areas. One area is unoccupied and the other has a permanent resident. There are six onsite structures of varying sizes located at the 1 unoccupied campsite area. These include (reference Photographs 11 through 13): --,, • one house trailer, I • one pole barn covering several recreational vehicles, • one pole barn covering a camping trailer, • a screened area that appears to serve as an outdoor kitchen, 1 • a screened area containing an outdoor sink, and • an outside area containing a series of large refrigerated units. IA flatbed trailer also was observed in the area which holds two empty tanks (Photograph 14). The purpose of the tanks is unknown. A pole-mounted transformer was observed north of the unoccupied campsite. There were no readily identifiable Iindications that the transformer has leaked. An occupied wood-frame house is located in the second area of the campsite. The I house, observed to be in some disrepair, is located approximately 300 feet south of the unoccupied campsite area. Two pole barn-type outbuildings are located behind the house. One building appears to be used for storage purposes, and the other is used to shelter livestock(i.e., pigs). The yard to the rear of the house was observed to contain a large debris pile of scrap wood, felled trees, scrap metal, and scrap vehicle parts (Photograph 15). Additionally, a large pesticide applicator was observed adjacent to the debris pile (Photograph 16). These two areas did not appear to present significant I environmental concerns. A pole-mounted transformer was observed near the home and was clearly marked, "Non-PCB." IAyres Associates 9 a:msword\hearnrex.rpt r JN:30-0216.00 IQ August 1995 i6D6 I While septic tank systems can be assumed to be present in both of these campsite areas, there was no evidence of their presence. CATTLE DIPPING VAT: TRACT 001-027 A cattle pen area with an abandoned cattle dipping vat is located in the east-central portion of Section 27 (Figure 4-4). Historical cattle management practices included dipping cattle in pesticides for insect infestation control. These pesticides typically contained arsenic-based compounds, DDT, lindane, and toxaphene, and were widely used in the 1930s and 1940s. The poor condition of the abandoned dipping vat area (Photograph 17) indicated that it has not been in use for some time. The vat area was overgrown with vegetation and did not reveal identifiable vegetative stress. While the dipping vat area is no longer in use, it is evident that cattle management practices (e.g., vaccinations, branding/tagging, pest 1 control) are still conducted within the existing cattle pen. CATTLE DIPPING VAT MAINTENANCE AREA; TRACT 001-027 A maintenance area (Figure 4-4), containing two sheds, is located approximately 40 yards south of the referenced cattle pen area (Photographs 18 and 19). No evidence was observed to indicate that the sheds store chemicals related to cattle management practices. The sheds were observed to contain abandoned refrigerators/freezer chests, old wood cabinets, abandoned 55-gallon drums, scrap metal and wood, wood crates, old tractor tires, an old engine block, and an old pickup truck (which did not appear to be operable). There were several areas of debris scattered around the site (Photographs 20 and 21). A moderate amount of metal debris was observed lying around the shed located closest to the cattle pen. Additionally, several abandoned 55-gallon drums were observed lying on their sides in the area. All drums appeared to be empty, and the majority were in rusted condition. The label of one drum indicated that it had contained hydraulic oil. The contents of the remaining drums are unknown. Small piles of old wood fence posts, other scrap wood, scrap metal, and rolls of barbed wire were observed around much of the site. Additionally, an operating potable well was observed at the site. PESTICIDE STAGING AREAS NO. 1 & NO. 2: TRACT 001-027 ' Pesticide Staging Area No. 1 is located in the center of Section 27, and Pesticide Staging Area No. 2 is located in the west-central portion of Section 27 (Figure 4-4). During the June 19, 1995 site reconnaissance, there was no machinery or chemicals present at either of the sites which typically are associated with a pesticide staging area. Both areas were observed to be fallow farmland, surrounded by a network of canals and adjacent, planted farmland. 1 Ayres Associates 10 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 - --6 11 -6-- II IObserved site conditions at Pesticide Staging Area No. 1 included the following: • the presence of a portable toilet, I • the presence of a pole-mounted transformer, • the presence of several metal support racks (sawhorse-type), and • two areas of stressed vegetation (Photographs 22 and 23). A small patch of I ground at one area was covered with an unknown, crystalline-type substance (Photograph 23). IObserved site conditions at Pesticide Staging Area No. 2 included the following: • the presence of a burn area and several areas of stressed vegetation (Photographs I 24 and 25), and • an area where an excess of 100, five-gallon plastic drums had been stored (Photograph 26). These drums were observed during the April 25, 1995 U preliminary vehicle reconnaissance, but were no longer present during the June 19, 1995 site reconnaissance. The contents of the drums are unknown. IOIL WELL SITES; TRACTS 001-007 &001-018 The three oil well sites are located at the western-most limit of the proposed acquisition I area, in Sections 28 and 33 (Figure 4-2). The wells are owned by Enex Resources of Houston, Texas (Photograph 27). Each oil well site consists of four aboveground storage tanks (approximately 25,000 gallons each), an oil-water separator, transfer Ipiping, and the oil wells and associated apparatus. The following observations were —.made at the oil well sites: I • Two distinct soil stockpiles were observed at each site. One stockpile consisted of clean fill, and the other consisted of petroleum contaminated soil (Photographs 28 and 29). The stockpiled contaminated soil apparently originated from previous Ispill/leak cleanups. Leaking transfer lines at the sites were evidenced by the free-product lying on the • ground. This was initially covered by clean fill; however, its presence was revealed I after the rain had washed away the fill (Photograph 30). • Several 55-gallon drums are present at each of the sites. Generally the drums appeared in fair condition, but are stored on their sides in direct contact with the I ground (Photograph 31). • At each oil well site, two 55-gallon ASTs are located adjacent to the oil well pumps (Photograph 32). Additionally, a single 55-gallon drum, containing Aquinox (possibly a degreaser) is positioned on the ground next to one of the 55-gallon ASTs. The ASTs were stained, and there was evidence of minor spillage/leakage on the ground, apparently originating from the 55-gallon ASTs, • At Oil Well Sites No. 1 and No. 3, a large pile of tires and discarded motor oil and/or Ianti-freeze containers were observed (Photographs 33 and 34). There was no readily identifiable evidence that the discarded debris has impacted the areas. I IAyres Associates 11 a:msword\hearnrex-rpt --, ' JN:30-0216.00 1 August 1995 1 0 160 6 I 4.3 PAST LAND USE » The following sections present our findings regarding land use history of the proposed acquisition area. The information was obtained through personnel interviews and a review of available historical aerial photographs. In addition, the historical aerial photograph review was supplemented through a review of U.S. Geological Survey ' (USGS) 7.5 minute topographic quadrangle maps. Many topographic maps were developed in the 1940s and 1950s, with some photographic revisions made through the years. These maps also provide valuable historical land use information. 4.3.1 Historical Inquiries Information concerning historical land use activities conducted on the property was obtained during the April 25, 1995 vehicle reconnaissance and during the field activities performed in June of this year. The persons interviewed for information on historical land use activities included Mr. Don Crabtree, Mr. Bill Futch, and Mr. Jerry Willis. Mr. Don Crabtree has been a state game and wildlife officer for 25 years and presently leases portions of the proposed acquisition area for use as hunting camps. Mr. Crabtree stated that a landfill area is located in the vicinity of one of the hunting camps; however, he does not know how long the landfill area has been in use. Presently, Mr. Crabtree is overseeing excavation of the landfill and has stated that he plans to have the solid waste removed from the site. Mr. Bill Futch presently leases a portion of the proposed acquisition area for cultivating soft vegetables and cantaloupe. Mr. Futch stated that there are two former pesticide staging areas located on the property. These areas previously had been used to support agricultural activities. He also stated that five portable canal pumps were present within the proposed acquisition area which are used to drain and irrigate crops. Mr. Jerry Willis presently leases portions of the proposed acquisition area for grazing cattle. Mr. Willis stated that an abandoned cattle vat is present on the property in the vicinity a cattle pen. No other information was available from Mr. Willis. 4.3.2 Historical Aerial Photograph Review Available historical and recent aerial photographs of the proposed acquisition area were obtained from the Collier County Property Appraisers Office. The reviewed photographs were dated 1974, 1981, 1985, 1989, and 1993 and were used to identify past land use ' history for evidence relating to possible environmental concerns (e.g., landfilling, dumping, farming, etc.) ' 1974 AERIAL PHOTOGRAPH REVIEW Source: Collier County Property Appraisers Office Scale: 1"=-400' Quality: Fair Ayres Associates 12 a:msword\hearnrex.rpt JN:30-0216.00 August 1995 - — 1 6 V i ' Tract 001-007(includes all of Section 28, Township 46 South, Range 28 East): • Western half of tract is predominantly freshwater marsh or wooded swamp. • Eastern half of tract is cleared and ditched for farming or improved pasture for cattle grazing. • A small building/structure is apparent between ditched fields near the northeast corner of the SE 1/4 of Sec. 28, T46S, R28E. • No development is present at a former non-producing oil well (i.e., permit number 853) located near the center of the SE 1/4 of Sec. 28, T46S, R28E. • No development is present at the current oil well#1 (i.e., permit number 1201-A) located in the SW 1/4 of Sec. 28, T46S, R28E, • A dirt road runs from east to west through the center of the tract. ' • Abutting properties are predominantly undeveloped wooded and scrub uplands, swamp, or marsh with some fields cultivated for farming or improved pasture for cattle grazing. The only readily identifiable land use activities which had the potential to environmentally impact the project area during this time include: 1) possible pesticide usage and storage associated with farming operations. Tract 001-008 (includes portions of Section 22, Township 46 South, Range 28 ' East): • The tract is predominantly undeveloped freshwater marsh or wooded and scrub uplands. A ditch runs parallel to portions of the north boundary of the tract. --� • Abutting properties are predominantly undeveloped wooded and scrub uplands or marsh with some fields ditched and cultivated for farming or improved pasture for cattle grazing. There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. Tract 001-009 (includes portions of Section 22, Township 46 South, Range 28 ' East): • The tract is predominantly undeveloped freshwater marsh or wooded and scrub uplands. A ditch runs parallel to the north and east boundaries of the tract. • Abutting properties are predominantly undeveloped wooded and scrub uplands or marsh with some fields ditched and cultivated for farming or improved pasture for ' cattle grazing. There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. Tract 001-018 (includes all of Section 33, Township 46 South, Range 28 East): • Uplands on the north quarter of the tract are cleared and ditched for farm fields or improved pasture for grazing. Ayres Associates 13 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 PCAO 1613 6 1 • The remaining portions of the tract are predominantly freshwater marsh, swamp, or 1r wooded uplands. • A dirt trail runs from north to south through the center of the eastern half of the tract from north to south. • No development is present at the current oil well #2 or#3 (i.e., permit numbers 1170 and 1199, respectively) located in the NW 1/4 of Sec. 33, T46S, R28E. I . Abutting properties are predominantly undeveloped wooded and scrub uplands, swamp, or marsh with some fields cultivated for farming or improved pasture for cattle grazing. The only readily identifiable land use activities which had the potential to environmentally impact the project area during this time include: 1) possible pesticide 1 usage and storage associated with farming operations. Tract 001-026 (includes portions of Sections 26 and 35, Township 46 South, Range 28 East): • Several (approximately six) small buildings/structures are apparent at hunt camp#2 located in a partially wooded upland area on portions of the property in Sec. 26, T46S, R28E. • Remaining portions of the tract located in Sec. 26, T46S, R28E are predominantly marsh or uplands that are wooded or cleared and apparently improved for grazing cattle. • Portions of the tract located in Sec. 35, T46S, R28E, are undeveloped wooded •'- uplands or marsh. • Dirt roads run immediately adjacent to the tract along the north, south, and east boundaries and through the center of the tract along the boundary of Secs. 26 and 35, T46S, R28E. • Abutting properties are predominantly undeveloped wooded and scrub uplands or marsh with some fields cultivated for farming or improved pasture for cattle grazing. Some rural residences/camps are also apparent on abutting properties east of the tract. ' The only readily identifiable land use activities which had the potential to environmentally impact the project area during this time include: 1) possible pesticide usage and storage associated with farming operations; and, 2)the potential for solid waste disposal, petroleum product storage, septic tanks, and/or groundwater wells associated with the hunt camp. Tract 001-027 (includes all or portions of Sections 27, 26, and 35, Township 46 1 South, Range 28 East): • No development is apparent on portions of the tract located in Sec. 35, T46S, R28E. This portion of the tract is predominantly wooded swamp or marsh areas that abut Lake Trafford. • A small building/structure is apparent near the northeast corner of the SW 1/4 of the SW 1/4 of Sec. 26, T46S, R28E. The area around this building is cultivated for farming or improved pasture for cattle grazing. Remaining portions of the tract Ayres Associates 14 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 ' i 44Th • located in Secs. 26, T46S, R28E are predominantly wooded uplands, swamp, or ._ marsh. • A set of cattle pens and a small building/structure are apparent south of ditched fields in the SE 1/4 of Sec. 27, T46S, R28E. • The remaining portions of Sec. 27, T46S, R28E, are predominantly cleared and ditched farm fields or wooded uplands. • Dirt roads run parallel to some of the tract's section and quarter section lines from adjacent property east of the site. In addition, unimproved trails meander through wooded upland portions of the tract. L • No development is present at pesticide staging areas#1 and#2. • Abutting properties are predominantly undeveloped wooded and scrub uplands or marsh with some fields cultivated for farming or improved pasture for cattle grazing. The only readily identifiable land use activities which had the potential to environmentally impact the project area during this time include: 1) possible pesticide usage and storage associated with farming operations; 2) possible pesticide usage associated with cattle tick and lice eradication typically conducted around cattle pens; and, 3)the potential for solid waste disposal, petroleum product storage, septic tanks, and/or groundwater wells associated with the small building apparent in Sec. 26, T46S, R28E. Tract 001-029 (includes portions of Section 35, Township 46 South, Range 28 East): • Several (approximately four) small buildings/structures are apparent at hunt camp#1 ....\ located in a partially wooded upland area in the NE 114 of Sec. 35, T46S, R28E. • Remaining portions of the tract are predominantly wooded uplands or marsh. • Dirt roads run immediately adjacent to the north and east boundaries of the tract. In addition, unimproved trails meander through wooded upland portions of the tract. • Abutting properties are-predominantly undeveloped wooded and scrub uplands or marsh with some fields cultivated for farming or improved pasture for cattle grazing. Citrus groves are located on adjacent property immediately east of the NE 1/4 of the NE 1/4 of Sec. 35, T46S, R28E. The Lake Trafford Marina is apparent on adjacent property immediately south of the tract. The only readily identifiable land use activities which had the potential to environmentally impact the project area during this time include: 1) the potential for solid waste disposal, petroleum product storage, septic tanks, and/or groundwater wells associated with hunt camp#1. 1 1981 AERIAL PHOTOGRAPH REVIEW Source: Collier County Property Appraisers Office Scale: 1"=400' Quality: Good I 1 Ayres Associates 15 a:mswordlhearnrex.rpt JN 30-0216.00 August 1995 I C�- 1 6D 6 I Tract 001-007 (includes all of Section 28, Township 46 South, Range 28 East): • New development on the tract is evident between 1974 and 1981. • Several very small structures (possibly cattle feeders) are apparent throughout cleared fields. • The small building/structure(obvious on 1974 aerial photographs) near the northeast corner of the SE 1/4 of Sec. 28, T46S, R28E, is no longer apparent. • A rectangular-shaped clearing is apparent at the former non-producing oil well (i.e., permit number 853) located near the center of the SE 1/4 of Sec. 28, T46S, R28E; however, no oil well equipment or structures are apparent. • Development is still not apparent at the current oil well#1 (i.e., permit number 1201- A) located in the SW 1/4 of Sec. 28, T46S, R28E. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-008 (includes portions of Section 22, Township 46 South, Range 28 East): • No new development on or abutting the tract is evident between 1974 and 1981. There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. on- Tract 001-009 (includes portions of Section 22, Township 46 South, Range 28 East): • No new development on or abutting the tract is evident between 1974 and 1981. There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. Tract 001-018 (includes all of Section 33,Township 46 South, Range 28 East): • No new development on or abutting the tract is evident between 1974 and 1981. • Development is still not apparent at the current oil well#2 or#3 (i.e., permit numbers 1170 and 1199, respectively) located in the NW 1/4 of Sec. 33, T46S, R28E. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-026 (includes portions of Sections 26 and 35, Township 46 South, Range 28 East): • No new development on or abutting the tract is evident between 1974 and 1981. Ayres Associates 16 a.mswordlheamrex.rpt JN:30-0216.00 August 1995 ------- -6- I Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-027 (includes all or portions of Sections 27, 26, and 35,Township 46 South, Range 28 East): 1 • New development on the tract is evident between 1974 and 1981. • A trail leads to a small structure (possibly a cattle feeder) where pesticide staging area#1 is currently situated. In addition, several small mounds of material are apparent on an approximately 10' X 10' area north of the dirt road that leads to the area where pesticide staging area#1 is currently situated. • No development is apparent at pesticide staging area#2. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-029 (includes portions of Section 35, Township 46 South, Range 28 East): • No new development on the tract is evident between 1974 and 1981. • Citrus groves (apparent of 1974 aerial photographs located on adjacent property immediately east of the NE 114 of the NE 1/4 of Sec. 35, T46S, R28E) are developed with residential-type structures. A commercial-type building (identified in the field as --� Ingles Restaurant) is located on adjacent property immediately north of the tract. The Lake Trafford Marina appears to be expanded on adjacent property immediately south of the tract. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. ' 1985 AERIAL PHOTOGRAPH REVIEW Source: Collier County Property Appraisers Office Scale: 1'=400' Quality: Good Tract 001-007 (includes all of Section 28, Township 46 South, Range 28 East): • No new development on the tract is evident between 1981 and 1985. • Development is still not apparent at the current oil well#1 (i.e., permit number 1201- 1 A) located in the SW 1/4 of Sec, 28, T46S, R28E. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Ayres Associates 17 a:mswordthearnrex.rpt JN:30-0216.00 August 1995 160 6 1 Tract 001-008 (includes portions of Section 22, Township 46 South, Range 28 W East): • No new development on or abutting the tract is evident between 1981 and 1985. There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. Tract 001-009 (includes portions of Section 22, Township 46 South, Range 28 East): • No new development on or abutting the tract is evident between 1981 and 1985. There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. Tract 001-018 (includes all of Section 33, Township 46 South, Range 28 East): • No new development on or abutting the tract is evident between 1981 and 1985. • Development is still not apparent at the current oil well#2 or#3 (i.e., permit numbers 1170 and 1199, respectively) located in the NW 1/4 of Sec. 33, T46S, R28E. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-026 (includes portions of Sections 26 and 35, Township 46 South, Range 28 East): • No new development on or abutting the tract is evident between 1981 and 1985. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-027 (includes all or portions of Sections 27, 26, and 35, Township 46 South, Range 28 East): • New development on the tract is evident between 1981 and 1985. • Additional upland areas in the SE 1/4 of Sec. 27, T46S, R28E, are cleared and ditched for farming or improved pasture for cattle grazing. • Besides the cattle feeder, no other structures or activities are apparent where pesticide staging area#1 is currently situated. The small mounds of material (obvious on 1981 aerial photographs) north of the dirt road that leads to the area where pesticide staging area #1 is currently situated, are no longer apparent. • No development is apparent at pesticide staging area#2. i Ayres Associates 18 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 I Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-029 (includes portions of Section 35, Township 46 South, Range 28 East): ' • No new development on the tract is evident between 1981 and 1985. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. 1 1989 AERIAL PHOTOGRAPH REVIEW ' Source: Collier County Property Appraisers Office Scale: 1"=400' Quality: Fair Tract 001-007 (includes all of Section 28, Township 46 South, Range 28 East): ' • New development on and abutting the tract is evident between 1985 and 1989. • A rectangular-shaped clearing is apparent at the current oil well#1 (i.e., permit number 1201-A) located in the SW 1/4 of Sec. 28, T46S, R28E; however, no equipment or structures are apparent. • A residential structure is located on abutting property near the southeast corner of Sec. 28, T46S, R28E. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area tduring this time are apparent. Tract 001-008 (includes portions of Section 22, Township 46 South, Range 28 East): • • No new development on or abutting the tract is evident between 1985 and 1989. There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. Tract 001-009 (includes portions of Section 22, Township 46 South, Range 28 East): • No new development on or abutting the tract is evident between 1985 and 1989. There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. Ayres Associates 19 a:msword\hearnrex.rpt y` JN:30-0216.00 August 1995 1 1+D-61 I Tract 001-018 (includes all of Section 33, Township 46 South, Range 28 East): Orr • New development on the tract is evident between 1985 and 1989. I • Rectangular-shaped clearings are apparent at current oil wells#2 and#3 (i.e., permit numbers 1170 and 1199, respectively) located in the NW 1/4 of Sec. 33, T46S, R28E; however, no equipment or structures are apparent. IOther than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area 1 during this time are apparent. Tract 001-026(includes portions of Sections 26 and 35, Township 46 South, 1 Range 28 East): • No new development on or abutting the tract is evident between 1985 and 1989. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area Iduring this time are apparent. Tract 001-027 (includes all or portions of Sections 27, 26, and 35, Township 46 ISouth, Range 28 East): • New development on the tract is evident between 1985 and 1989. • Besides the cattle feeder, no other structures or stock piles of materials are identifiable where pesticide staging area #1 is currently situated; however, an approximately 100' X 200' cleared area is apparent. I • No development is apparent at pesticide staging area #2. Other than those referenced in the 1974 aerial photograph review, no readily identifiable I land use activities which had the potential to environmentally impact the project area during this time are apparent. I Tract 001-029(includes portions of Section 35, Township 46 South, Range 28 East): • No new development on the tract is evident between 1985 and 1989. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area Iduring this time are apparent. 1993 AERIAL PHOTOGRAPH REVIEW 111 Source: Collier County Property Appraisers Office Scale: l''=400' IQuality: Good filL Ayres Associates 20 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 0 -- -- I ITract 001-007 (includes all of Section 28, Township 46 South, Range 28 East): • New development on the tract is evident between 1989 and 1993. I • Equipment and structures are apparent on the rectangular-shaped pad at the current oil well#1 (i.e., permit number 1201-A) located in the SW 1/4 of Sec. 28, T46S, R28E. • Three farm vehicles are parked in a cleared area located in the N 1/4 of the SE 1/4 of Sec. 28, T46S, R28E; however, no stock piles or other materials are identifiable. The area is accessible to adjacent farm fields. IOther than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area Iduring this time are apparent. Tract 001-008 (includes portions of Section 22, Township 46 South, Range 28 IEast): • No new development on or abutting the tract is evident between 1989 and 1993. IThere are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. ITract 001-009 (includes portions of Section 22, Township 46 South, Range 28 East): —� No new development on or abutting the tract is evident between 1989 and 1993. I There are no readily identifiable land use activities which had the potential to environmentally impact the project area during this time. Tract 001-018 (includes all of Section 33, Township 46 South, Range 28 East): • New development on the tract is evident between 1989 and 1993. • Equipment and structures are apparent on the rectangular-shaped pads at current I oil wells #2 and #3 (i.e., permit numbers 1170 and 1199, respectively) located in the NW 1/4 of Sec. 33, T46S, R28E. IOther than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. I Tract 001-026 (includes portions of Sections 26 and 35, Township 46 South, Range 28 East): I • New development on the tract is evident between 1989 and 1993. • A residential structure is situated on the tract south of the dirt road that parallels the Iboundary between Secs. 26 and 35, T46S, R28E. IAyres Associates 21 2-mswordlhearnrex.rpl --►. JN:30-0216.00 August 1995 % -1-613 6 Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-027 (includes all or portions of Sections 27, 26, and 35, Township 46 South, Range 28 East): • New development on the tract is evident between 1989 and 1993. • Approximately three trailers, five farm vehicles and various materials are stock piled ' where pesticide staging area#1 is currently situated. • Approximately six small stock piles of material are apparent where pesticide staging area#2 is currently situated; however, no structures or farm equipment are ' apparent. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. Tract 001-029 (includes portions of Section 35, Township 46 South, Range 28 East): • No new development on or abutting tract is evident between 1989 and 1993. Other than those referenced in the 1974 aerial photograph review, no readily identifiable land use activities which had the potential to environmentally impact the project area during this time are apparent. REVIEW OF USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE MAPS The Corkscrew, Fla. and the Immokalee, Fla. USGS topographic maps (dated 1958, photorevised 1973 and 1958, photorevised 1987, respectively) were reviewed for additional information on historical land use (Figure 4-1). Tract 001-007:The Corkscrew, Fla., topographic map indicates that the tract ranges between less than 20 feet to 22 feet above mean sea level (msl). The W 1/2 of the tract is part of Corkscrew Swamp and is predominantly freshwater marsh and swamp. The E t 1/2 of the tract is shown to be cleared and ditched uplands. Some of the ditched fields are depicted as having been developed when the area was mapped in the late 1950s while others were shown to have been ditched sometime between the 1958 and 1973 ' photorevisions. No structures, trails, or roads are shown on the tract. Tract 001-008: The Corkscrew, Fla., topographic map indicates that the tract ranges between less than 20 feet to 22 feet above msl. The tract is predominantly freshwater marsh and cleared or wooded uplands. A ditch is shown to parallel a portion of the tract's north boundary and was excavated sometime between the 1958 and 1973 photorevisions. No structures, trails, or roads are shown on the tract. Tract 001-009: The Corkscrew, Fla., topographic map indicates that the tract ranges between less than 20 feet to 22 feet above msl. The tract is predominantly freshwater IL Ayres Associates 22 a:msword\hearnrex.rpt J N:30-0216-00 August 1995 14ThL marsh and wooded uplands. A ditch is shown to parallel a portion of the tract's north and east boundary and was excavated sometime between the 1958 and 1973 ' photorevisions. No structures, trails, or roads are shown on the tract. Tract 001-018: The Corkscrew, Fla., topographic map indicates that the tract ranges between less than 20 feet to 22 feet above mean sea level (msl). The tract is shown to be predominantly cleared or wooded uplands. A portion of the SW 1/4 of the tract is part of Corkscrew Swamp and is predominantly freshwater marsh and swamp. Cleared and ditched fields are shown to be located on the north half of the tract. These ditches are depicted to have been excavated when the area was mapped in the late 1950s. A trail is shown to run from north to south across the east half of the tract and is depicted to have been in place when the area was mapped in the late 1950s. The trail leads to a ' structure located on adjacent property south of the site. No structures or other trails or roads are shown on the tract, ' Tract 001-026: The Immokalee, Fla., topographic map indicates that the tract ranges between less than 20 feet to 23 feet above msl. The tract is shown to be predominantly cleared or wooded uplands with some freshwater marsh. A trail is shown to run onto the ' tract from a light duty road that parallels the tract's north and east boundary. The trail leads to a building and structure located near the east boundary of the tract. The trail, light duty road, building, and structure are all depicted to have been in place when the ' area was mapped in the late 1950s. An additional unimproved road is shown to run across the tract from east to west along the boundary between Secs. 26 and 35, T46S, R28E. The unimproved road is shown to have been constructed sometime between the 1958 and 1987 photorevisions. No other structures or roads are shown on the tract. -� Tract 001-027: Both the Immokalee, Fla. and Corkscrew, Fla. topographic maps indicates that the tract ranges between less than 20 feet to 23 feet above msl. Portions of the tract in Sec. 27, T46S, R28E are shown to be predominantly cleared and ditched uplands. Some of the ditched fields are depicted as having been developed when the area was mapped in the late 1950s while others were shown to have been ditched sometime between the 1958 and 1973 and 1987 photorevisions. The remaining portions of the tract are depicted as cleared or wooded uplands with some freshwater ' marsh. A light duty road is shown to run onto the tract from the east and fades into a trail near the west boundary of Sec. 27, T46S, R28E. A building is shown to be located south of the light duty road near the east boundary of the tract. The trail, road, and ' building are all depicted to have been in place when the area was mapped in the late 1950s. An additional unimproved road is shown to run across the tract from east to west along the south boundary. The unimproved road is shown to have been ' constructed sometime between the 1958 and 1987 photorevisions. No other structures or roads are shown on the tract. 1 Tract 001-029: The Immokalee, Fla. topographic map indicates that the tract ranges between less than 20 feet to 23 feet above msl. The south half of the tract is shown to be predominantly fresh water marsh. The remaining portions of the tract are depicted as cleared or wooded uplands. A secondary highway is shown to parallel the east and north boundaries of the tract. Two buildings are shown to be located in an upland area near the east tract boundary. The road and buildings are depicted to have been in place when the area was mapped in the late 1950s. No other structures or roads are shown Ayres Associates 23 a:msword\hearnrex.rpt JN:30-0216.00 ' August 1995 1606 1 on the tract. A circular-shaped area, approximately one acre in size, is shown to have been excavated near one of the structures sometime between the 1958 and 1987 ' photorevisions. 4.4 REGULATORY INQUIRY This section includes federal, state, and local environmental/regulatory agency inquiries, and database and records researched by Ayres Associates. The objective was to identify environmental permits, incidents, complaints, violations, response actions, and remedial activities relating to owners, operators, and tenants on site, and adjacent properties within a one mile radius. A general description of the databases and the number of facilities or locations identified in them are included in the following report ' sections. 4.4.1 Agency List Review 1 National Priorities Lists(NPL)--is a federal Environmental Protection Agency (EPA) database that includes a listing of facilities and/or locations where environmental contamination has been confirmed. No NPL facilities were found within one mile of the proposed acquisition area. The NPL ' list was dated May of 1994. Comprehensive Environmental Response Compensation and Liability Information Pe- System (CERCLIS) --is a federal EPA database that contains facilities and/or locations that the EPA or state environmental agency is investigating to determine if an existing or threatened release of hazardous substances is present. ' No CERCLIS facilities were located within one mile of the proposed acquisition area. The CERCLIS list was dated May of 1994. ' Resource Conservation and Recovery Act Information System (RCRIS) -- is a federal EPA database that includes facilities and locations that have notified the EPA of their activities relative to the handling of hazardous wastes. The appearance of a site on this list does not necessarily indicate environmental problems on the site, but rather that the site is (or was)engaged in hazardous waste handling activities and therefore ' may have the potential to cause environmental degradation if hazardous wastes have been mishandled or otherwise released in an uncontrolled manner. No RCRIS facilities were identified within one mile of the proposed acquisition area. The RCRIS listing also includes whether facilities treat, store, and/or dispose (TSD) of hazardous wastes onsite. No TSD facilities were identified within one mile of the ' proposed acquisition area. The RCRIS list was dated May of 1994. Facility Index Data System List(FINDS) -- is a federal EPA database comprised of facilities and/or locations that are subject to regulation under certain EPA programs. The appearance of a site on this list does not necessarily indicate environmental problems on the site, but rather that the site conducts operations that may have a Ayres Associates 24 a:mswordlhearnrex.rpt M.30-0216.00 August 1995 0 1 1 ---I-641 potential to cause environmental degradation if hazardous compounds are released in an uncontrolled manner. ' No FINDS facilities were identified within one mile of the proposed acquisition area. The FINDS list was dated May of 1994. ' Toxic Release Inventory System List(TRIS) -- is a federal EPA database comprised of facilities that are required to submit annual reports relative to the estimated release of toxic chemicals to the environment, as stipulated under Section 313 of the Emergency ' Planning and Community Right-to-Know Act (EPCRA, or Title Ill of the Superfund Amendments and Reauthorization Act of 1986). ' No TRIS facilities were identified within one mile of the proposed acquisition area. The TRIS database was dated May of 1994. Emergency Response Notification Systems(ERNS) --is a federal EPA database that keeps track of all major spills, releases, and incidents involving hazardous materials. No ERNS sites were reported within one mile of the proposed acquisition area. The ERNS database was dated May of 1994. Florida Sites List(FSL 05) --is a state database of facilities and locations identified by the Florida Department of Environmental Protection (FDEP) as having known or suspected environmental contamination. No FSL 05 facilities were identified within one mile of the proposed acquisition area. The FSL 05 list was dated May of 1994. ' Solid Waste Facilities(GMS 80) --is a state database that identifies locations that - have been permitted to conduct solid waste landfilling activities or locations of known solid waste disposal. The appearance of a site on this list does not necessarily indicate environmental problems, but rather that the site handles solid wastes that could pose an environmental concern. ' No GMS 80 facilities were identified within one mile of the proposed acquisition area. The GMS 80 facilities list was dated May of 1994. Petroleum Contamination Overview Report(PCT 01) --is a state database that identifies facilities and locations that have notified the FDEP of a possible release from petroleum storage systems. This list also includes those sites that have been accepted into the state's Early Detection Incentive (EDI) program, which funds state cleanup or reimbursement for the cleanup of petroleum-contaminated sites that have leaking ' underground fuel tanks. No PCT 01 facilities were identified within one mile of the proposed acquisition area. The PCT 01 listing was dated May of 1994. ' Ayres Associates 25 a_mswordlheamrex.rpt JN:30-0216.00 August 1995 16B6 1 Stationary Tank Inventory System List(STI 02) --is a state database that identifies those facilities or locations that have registered aboveground and/or underground 1 storage tanks. No stationary tank facilities were identified within one mile of the proposed acquisition area. The STI 02 list was dated May of 1994. 1 Hazardous Waste Quick Look Report(GMS 10) -- is a state database comprised of facilities and/or locations that have notified the FDEP of their activities relative to the ' handling of hazardous wastes. No GMS 10 facilities were identified within one mile of the proposed acquisition area. The GMS 10 listing was dated May of 1994. 4.4.2 Agency Contacts The proposed acquisition falls under jurisdiction of several state and local departments and agencies. Agencies contacted for information on environmentally-related activities, ' incidents, issues or permits pertaining to the proposed acquisition and abutting properties are summarized below: ' Oil and Gas Well Permits-- Charles Tootles, FDEP Bureau of Geology, Tallahassee, Florida, provided a listing of known oil and gas well installations in the vicinity of the site (dated 1993). Five oil wells were reportedly drilled in sections associated with the property. Three of these wells (permit numbers 1201-A, 1199, and 1170)were producing wells, and the remaining two wells (permit numbers 853 and 1201) were dry holes. Files on the producing wells, maintained by Bob Caughey, Oil and Gas 1 Coordinator with the Florida Department of Protection (FDEP)-Bureau of Geology, were reviewed. 1 Oil Well#1: This oil well is a producer and is currently active. The well is assigned permit number 1201-A and is named: Bernice D. Pepper#28-3A. The well is approximately 11,697 feet deep and was drilled in 1987 by Enex 1 Resources. Mr. Caughey has visited the site on numerous occasions and has completed well inspection reports at least once per year. All well inspection reports completed by Mr. Caughey between 1989 and 1995 have referenced potential concerns. A summary of such concerns include: • Trash (e.g., tires, empty chemical and oil lubricant drums and buckets, ' and cardboard boxes) left onsite that needs proper disposal. • Chemical (i.e., Aquinox) leaks observed at chemical pump. • Drip buckets are not being emptied often enough at tanker loading pump ' and spillage has occurred. Also, leaks in lines have resulted in soil contamination. • Oil spills were noted on the south side of the pad, around the tank storage area, and around the engine associated with the rod pumping unit. Ayres Associates 26 a:mswordlheamrex.rpt JN:30-0216.00 August 1995 1 1 6 D ---6---- 1 • Mr. Caughey also noted in several well inspections that clean fill was spread over oil contaminated soil in areas where spills or leaks had occurred and that oil contaminated sediments were stocked on the pad. • In 1989, Mr. Caughey noted that he had recommended to Mr. Wieguard and Mr. Massey that material remaining from the previous oil spill should be graded, mixed, and spread as a thin layer over the pad so that it would solidify before the summer rainy season. There was noted agreement on this matter. ' Although the above concerns were noted in various well inspection reports, no violations were referenced. Oil We!!#2: This oil well is a producer and is currently active. The well is assigned permit number 1170 and is named: Rex Properties#33-2. The well is approximately 11,564 feet deep and was drilled in 1985 by Enex Resources. Mr. 1 Caughey has visited the site on numerous occasions and has completed well inspection reports at least once per year. All well inspection reports completed by Mr. Caughey between 1985 and 1995 have referenced potential concerns. A summary of such concerns include: • Trash (e.g., empty chemical and oil lubricant drums, buckets of oil, ' cardboard boxes) and abandoned equipment were left onsite which needs proper disposal. • Corroded flow lines were noted. • Saltwater leaks resulting in dead vegetation • Chemical (i.e., Aquinox) leaks observed at chemical pump. • Oil spills were noted on around well head and engine associated with the rod pumping unit, and around the tank storage area. • Mr. Caughey also noted in several well inspections that clean fill was spread over oil contaminated soil in areas where spills or leaks had occurred and that oil contaminated sediments were stocked on the pad. • In 1985, Mr. Caughey noted that he had recommended that the site be cleaned up of any oil contamination by using oil absorbent pads to skim ' floating oil and by digging up and removing oil contaminated soil. Although the above concerns were noted in various well inspection reports, no ' violations were referenced. Oil Well#3: This oil well is a producer and is currently active. The well is assigned permit number 1199 and is named: ALICO#32-1. The well is approximately 11,721 feet deep and was drilled in 1986 by Enex Resources. Mr. Caughey has visited the site on numerous occasions and has completed well inspection reports at least once per year. All well inspection reports completed by Mr. Caughey between 1990 and 1995 have referenced potential concerns, A summary of such concerns include: • Chemical (i.e., Aquinox) leaks have been observed at the pump site. • Oil and saltwater spills have not been adequately cleaned up or reported Ayres Associates 27 a:rnswordhearnrex.rpt JN:30-0216.00 August 1995 Q 1613 b 1 • Trash (e.g., empty chemical and oil lubricant drums, buckets of oil, and cardboard boxes) and abandoned equipment has been left onsite which needs proper disposal. • Damaged/weeping flow lines have been noted. • Oil spills were noted around the engine associated with the rod pumping unit and around the tank storage area. In addition, several well inspections indicated that clean fill was spread over oil contaminated soil in areas where spills or leaks had occurred and that oil contaminated ' sediments were stocked on the pad. Specific violations noted in well inspection reports include: • Mr. Caughey noted two violations in the 1994 well inspection report. The violations were concerning buckets of oily fluids, trash and drums scattered around the well head and an old tanker loading pump discarded ' on site. • In 1993, Mr. Caughey noted that an oil spill was reported on 10/19193. When he arrived at the site there was an approximate 10-foot diameter puddle of oil near the well head. Mr. Caughey recommended that the oil spill should be mixed with clean fill and spread as a thin layer over the pad. • Mr. Caughey noted three violations in the 1991 well inspection report. The violations were concerning leaks in chemical pumps, oil contaminated soil on the south-central side of pad which was not = reported or cleaned up, and empty chemical drums that were not properly disposed. ' Cattle Dipping Vats--The FDEP-Bureau of Drinking Water and Groundwater, Tallahassee, Florida, maintains a listing of cattle dipping vats (dated September 1993). During the early 1900s through the 1960s, the State of Florida mandated dipping cattle 1 in vats to eradicate cattle tick fever. These cattle dipping vats were filled with a variety of hazardous substances such as arsenic, DDT, toxaphene, and lindane that were used to eradicate cattle ticks. Location data for dipping vats is maintained by the FDEP and consists of the county and a facility name (usually the property owner or a place name); however, the list is incomplete. One cattle dipping vats listed for Collier County had a facility named that matched a location in proximity to the proposed acquisition area. The vat is referred to as "Immokalee" and is on record as having been constructed in 1932. The FDEP lists the cattle dipping vat as ID# 10422. Pollution Complaints--Several local and state agencies were contacted to determine whether any pollution complaints have been received concerning illegal dumping activities or other violations that could possibly have resulted in contamination of soil ' and/or water within the proposed acquisition area: • Mr. Dan Talley, Wildlife Officer with the Florida Game and Fish Commission, checked ' his records and stated that, to his knowledge, no such enforcement activities were reported. Ayres Associates 28 a:mswordlheamrex.rpt JN:30-0276.00 August 7995 0 16o6 1 • Mr. Ed Morad, Supervisor of Collier County Code Enforcement Compliance Services checked his records and stated that, to his knowledge, no such enforcement ' activities were reported. • Mr. Walter Temple of the Collier County Pollution Control Department checked his records and stated that, to his knowledge, no such enforcement activities were reported. • The Collier County Sheriff's Office Records Department staff checked their records and stated that, to the best of their knowledge, no such enforcement activities were reported. Ethylene Dibromide(EDB) Application Areas--Mr. Gardner Strausser, FDEP Bureau of Drinking Water and Groundwater Resources, was contacted concerning former EDB application areas and other areas where groundwater may have been contaminated by hazardous and/or petroleum substances on and/or within the vicinity of the proposed acquisition area. Mr. Strausser checked his records and stated that, to the best of his knowledge, no such areas were reported. Pesticide Spills and Usage-- Mr. Jack Toole, Plant Protection Supervisor, Division of Plant Industry Pest Eradication and Control, was contacted to verify whether known pesticide spills and/or prior application of such materials has occurred within the proposed acquisition area. Mr. Toole checked his records and stated that, to the best of his knowledge, no such usage or incidents were reported. FDEP South District Office-- Mr. Jeff Gould, P.G., FDEP-South District Waste Cleanup Program, was contacted to determine whether he was aware of any incidents involving soil and/or groundwater contamination within the proposed acquisition area. Mr. Gould stated that he was not aware of any such incidents, but recommended that various waste management program files for Collier County be reviewed. Ayres Associates reviewed Groundwater Cleanup, Solid Waste, and Hazardous Waste files for violations and incidents reported under the names of the current tract owners (i.e., Rex Properties, Ltd., Joyce P. Hearn, and Frank J. Pepper). None of the files contained ' information under the names of the current tract owners. 4.5 PRELIMINARY SURVEY OF REGIONAL GEOLOGY/HYDROGEOLOGY 1 4.5.1 Geology Collier County lies within the Southern or Distal Physiographic Zone within the Florida peninsula and is part of the Terraced Coastal Lowlands. These lowlands were formed during interglacial stages of the Pleistocene Epoch. The dominant geomorphic features within the county include the Immokalee Rise, the Big Cypress Spur, and the Southwestern Slope. The proposed acquisition area lies predominantly within the Immokalee Rise at approximately 20 feet above mean sea level (msl). The rise dips gently to the southwest. Numerous Karst lakes (e.g. Lake Trafford) are located at the margin between the Immokalee Rise and the Southwestern Slope. Ayres Associates 29 ya:msword\hearnrex.rpt JN:30-0216 00 August 1995 �7 II 1 613 Drainage in Collier County is predominantly to the south-southwest, between the boundary of the Immokalee Rise and the Gulf of Mexico. The soils within the county are nearly all poorly drained due to the flat topography. Drainage within the county's interior is typically slow and occurs mainly through interconnected sloughs, since the county's creeks and rivers mostly are limited to the coastal areas. However, the construction of canals, particularly in north-northwestern Collier County, has enhanced the natural interior drainage to some degree. The predominant soil classifications identified within the proposed acquisition area include: 1) the Chobee, Winder, and Gator soils, depressional, and 2) the Tuscawilla Fine Sand. Permeability for these soils ranges from moderately slow to very slow. Overall, the available water capacity is moderate to low. The seasonal high water table ' is approximately six to 18 inches below ground surface (bgs) for one to six months of the year. During extended dry periods, the water table surface can be encountered at depths in excess of 40 inches bgs. The surface layers of the Tuscawilla Fine Sand and other, less predominant, surrounding soils are typically dark to very dark grayish-brown. However, the Chobee, Winder, and Gator soils are a black, fine, sandy loam which is predominant throughout the acquisition area. Sediments overlying the basement rocks of Collier County are approximately 12,000 feet thick. The upper sediments include sand, limestone, and clay to a depth of approximately 700 feet below msl. Below this, the sediments are chiefly comprised of AL limestone and dolomite, grading into greater concentrations of evaporites. The basal portion of the Cenozoic Era sediments lies approximately 5,000 feet below msl. Between approximately 3,400 feet below msl to 5,000 feet below msl, the sediments are predominantly comprised of limestone, dolomite and greater concentrations of evaporites with increasing depth. The Cenozoic Era sediments (Paleocene through Pleistocene age) overlie the Mesozoic Era sediments of Cretaceous, Jurassic, and Triassic age. These Mesozoic Era sediments include the Sunniland Formation of Lower Cretaceous age. The sediments of the Sunniland Formation are the source of oil and gas production in Collier County. The top of the Sunniland Formation in the county is encountered at approximately 11,500 feet below msl. The Cenozoic Era includes sediments of Paleocene, Eocene, Oligocene, Miocene, Pliocene, and Pleistocene age (in ascending order). The Paleocene age sediments of Collier County include the Cedar Keys Formation, which is primarily dolomite with gypsum and anhydrite. The Eocene age sediments include the Oldsmar Formation, Avon Park Formation, and the Ocala Limestone (in ascending order). These sediments consist primarily of limestone and dolomite. The Suwannee Limestone of Oligocene age overlies the Eocene age sediments and consists of a fossiliferous, recrystallized ' limestone with quartz sand and trace amounts of phosphate. The Suwannee Limestone is unconformably overlain by the Miocene age Hawthorn Group sediments, which include the Arcadia Formation and Peace River Formation (in ascending order) in Collier County. These two formations grade upward from a dolomitic limestone with phosphate, sand, and clay (Arcadia Formation) to a siliciclastic unit consisting primarily of a green-gray, unconsolidated, phosphatic, quartz and dolomite silt having scattered, very thin limestone beds (Peace River Formation). Ayres Associates 30 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 Q� 6 The Hawthorn Group sediments are overlain by the Pliocene age Tamiami Formation which consists of limestone and sandy limestone with small amounts of phosphate. The top of the Tamiami Formation is encountered from zero to 10 feet above msl throughout the county. Its thickness ranges from zero feet msl in the vicinity of Lake Trafford in the northern portion of the county to approximately 150 feet thick. Pleistocene andoun er sediments g consist primarily of quartz sand with minor quantities of clay and shell. These sediments form only a thin veneer where the Tamiami Formation is at or near ground surface. In the vicinity of Immokalee, the surficial sands may only range from 20 to 40 feet thick. 4.5.2 Hydrogeology Only the Miocene age and younger sediments contain significant quantities of siliciclastic materials that will yield water suitable for irrigation, municipal, or domestic uses. Water encountered below these sediments is too highly mineralized for such uses. The Pliocene age and younger sediments comprise the surficial aquifer system, and the Miocene age sediments comprise the intermediate aquifer system within Collier County. The Floridan aquifer system (Paleocene age sediments through Oligocene) contains nonpotable water in the county due to elevated chloride and/or sulfate concentrations. In Collier County, the surficial aquifer system is subdivided into the Water Table aquifer (upper unit) and the Tamiami aquifer(lower unit). These units are separated by a leaky confining unit which is comprised of impermeable beds within the Tamiami Formation. Generally, the upper unit is comprised of undifferentiated surficial sands. The lower unit consists of limestone and coarse siliciclastic materials grading downward into the upper Peace River Formation. The intermediate aquifer system is composed of dolosilt, clay, and limestone of the Miocene age Peace River Formation. The thickness of the surficial aquifer's upper unit reaches to approximately 50 feet below msl, while the lower unit has an approximate thickness ranging from 75 feet to 200 feet. The average thickness of the intermediate aquifer system is 100 feet. Regionally, groundwater flow is to the south-southwest, toward the Gulf of Mexico. 4.6 EVALUATION OF POTENTIAL SOIL CONTAMINATION Based on the findings of the preliminary vehicle reconnaissance conducted by the SFWMD on January 24, 1995 and the probable use of pesticides and observed crude oil production associated with land use practices in the proposed acquisition area, soil sampling activities were conducted in accordance with our referenced proposal (May 3, 1995). All sampling protocol (e.g., sample collection, equipment decontamination)was conducted in accordance with Ayres Associates' Florida Department of Environmental Protection (FDEP)-approved Comprehensive Quality Assurance Plan (CompQAP Ayres Associates 31 a:rnswordlhearnrexipt JN30-0216.00 August 1995 - -- 1 6 13 6 1 _.... #880993G). The following sections discuss the details of Ayres Associates' soil sampling activities. 1 4.6.1 Cattle Dipping Vat SOIL SAMPLING I On June 22 -23, 1995 Ayres Associates installed a total of nine soil borings in the vicinity of the cattle vat located within Tract 001-027 of the proposed acquisition area. I One soil boring (HRCV-SB1)was installed approximately 20 feet downgradient(south) of the cattle dipping vat. A second soil boring (HRCV-SB2) was installed approximately 20 feet up gradient (north) of the cattle dipping vat, and a third soil boring (HRCV-SB3) I was installed approximately one-foot east of the vat's center. In addition to these three soil borings, two more borings were installed near the northwest and southwest corners of the vat(HRCV-SB4 and HRCV-SB5, respectively) and four additional borings were ' installed approximately 20 to 30 feet east of the cattle dipping vat (HRCV-SB6 through HRCV-SB9). The soil boring locations are depicted on Figure 4-5. I A stainless steel hand auger was used to advance the soil borings to a depth of two feet below ground surface (bgs). Soil samples were collected from zero to two (0-2) feet bgs at each borehole. The samples were placed in laboratory-supplied containers, labeled, I and placed on ice. Additionally, equipment rinsates and duplicates were obtained in accordance with Ayres Associates' CompQAP. All samples were inventoried on the chain-of-custody documents for delivery to the project laboratory. OIL Soil samples collected from boreholes HRCV-SB1 through HRCV-SB5 were submitted for analyses by the following EPA Methods: I • EPA Method 8080 (Organochloride pesticides); and I • EPA Method 7060 (Arsenic). Soil samples collected from boreholes HRCV-SB6 through HRCV-SB9 were submitted I for analysis by EPA Method 7060 (Arsenic) only. ORGANIC VAPOR SOIL SCREENING IIn addition to the collection of soil samples for laboratory analyses, an organic vapor soil screening was performed on soil samples collected from boreholes HRCV-SB1 through I HRCV-SB6. During the borehole installation (prior to laboratory sample collection), a stainless steel hand auger was used to collect soil samples from the approximate top of the water table (approximately one foot bgs). An organic vapor analyzer(OVA) was I used to screen soil samples for the presence of organic vapors. The OVA used to perform this task was a Foxboro Model 128 flame ionization detector(FID). The screening method utilized the headspace analysis technique in accordance with Chapter 62-770.200(2) of the Florida Administrative Code (FAC). I During the soil screening activities, filtered and unfiltered OVA measurements were obtained to determine whether naturally occurring organic vapors (i.e., methane) were Ayres Associates 32 a:mswordlhearnrex.rpt JN.30-0216-00 August 1995 (rJ ) 1613 6 , I r HRCV-S82 X x HRCV-7WB X 1-------'X X lk DRIP PAD CATTLE DIPPING VAT X HRCV-586 POTABLE ii 11 X WELL HRCV-S34 HRCV-TW4 1 I X A HRCV-S WOODEN FENCE nH -SB3 1 X CATTLE VATH -TW3 HRCV-SBS A HRCV-TWS • HRCV-SBB/ CATTLE PEN X POLE BARN W/ AREA X _ny! I AX HR V SWESZE SHOOT GATE x I k X r X X 500 GAL. TRAILER MOUNTED STEEL TANK X XX o Xx 11 x u x GATE I i I CVMA-S86 11' cvuasaq CVMASB3 I CVMA-5B. CVMA-S89 AI' zes CVMA-S i MAINTENANCE CVMA-5:'S4 mil AREA POLE CVMA- BARN 134c LEGEND FREEZER FENCE CVMA-SBB 9 SOIL BORING/TEMPORARY MONITORING ENGINE WELL LOCATION f I L , SOIL SAMPLING LOCATION POLE CATTLE DIPPING VAT CVMA-537 BARN SOIL VAPOR BORING LOCATION CATTLE DIPPING VAT MAINTENANCE AREA 1 • POTABLE WELL 7 INFERRED REGIONAL GROUNDWATER FLOW DIRECTION OJSCALE: �° = 40' PR3Ot 0216.00 NEARN/REX PROPERTIES Ti GURE: iDRAWN BY: D4TE1 Phase I/Phase II Environmental Assessment cAoo 07/19/95 CATTLE DIPPING VAT AND �'" AYRES ''KECKED BY+ DalEi C. Hamilton O7/!9/95 MAINTENANCE AREA 4-5 1 iii) ASSOCIATES rPPPOVED Bra DATE. Collier County, Florida no 16136 interfering with the OVA measurements. A net OVA measurement (unfiltered minus filtered) indicates an organic vapor concentration without methane interference. All resultant measurements were appropriately recorded, and a tabulated summary is presented in Table 4-1. i4.6.2 Cattle Dipping Vat Maintenance Area ORGANIC VAPOR SOIL SCREENING On June 26, 1995 a total of 10 soil borings (CVMA-SB1 through CVMA-SB10)were placed around the maintenance area located in Tract 001-027, south of the cattle dipping vat. The sampling activities in this area were limited to an organic vapor soil screening of unsaturated soils within the boreholes. No samples were collected for laboratory analysis. The soil boring locations are depicted on Figure 4-5. A stainless steel hand auger was used to collect soil samples from the approximate top of the water table (approximately one foot bgs). An OVA was used to screen soil samples for the presence of organic vapors. The OVA used to perform this task was a Foxboro Model 128 FID. The screening method utilized the headspace analysis technique in accordance with Chapter 62-770.200(2), FAC. During the soil screening activities, filtered and unfiltered OVA measurements were obtained to determine whether naturally occurring organic vapors (i.e., methane) were interfering with the OVA measurements. A net OVA measurement(unfiltered minus filtered) indicates an organic vapor concentration without methane interference. All resultant measurements were appropriately recorded, and a tabulated summary is presented in Table 4-2. 4.6.3 Pesticide Staging Areas SOIL SAMPLING - PESTICIDE STAGING AREA NO. 1 On June 27, 1995, a total of three soil borings (HRPS1-SB1 through HRPS1-SB3) were installed in the vicinity of Pesticide Staging Area No. 1, located in Tract 001-0027 of the proposed acquisition area. Pesticide Staging Area No. 1 is roughly a triangular-shaped area located north of the main road leading to the oil well sites. Soil boring HRPS1-SB1 was placed to the south of a concrete foundation where stressed vegetation was observed. Soil boring HRPS1-SB2 was placed in an area of stressed vegetation located approximately 100 feet west of soil boring HRPS1-SB1, and soil boring HRPS1-SB3 was placed approximately 55 feet north of HRPS-SB2 in another area of stressed vegetation. The soil boring locations are depicted on Figure 4-6. A stainless steel hand auger was used to advance the soil borings to a depth of two feet bgs. Soil samples were collected from zero to two (0-2) feet bgs at each borehole. The samples were placed in laboratory-supplied containers, labeled, and placed on ice. All samples were inventoried on the chain-of-custody documents for delivery to the project laboratory. The three soil samples were submitted for analyses by the following EPA Methods: Ayres Associates 34 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 I „CAO „ _ 1613 6 -- I I •I • U) o m I Z '9 7 W C (U (n C 1/1 o C�C V Q 0 _0 0 9 C C) N 0)NcC) co 1 O N O o U a) O D (D 0 CD U (fl cOy Cf) (0 (0 = a) It—. Z 3 CO Z 3 co Z 3 iii J D I W ~ E IX W Q Z a 0 CO CI a Z W � o 0 z y IILU CI. � � i'”' a 0 Cr) X j EL m y o ...--e UJ CC (f) N F- f,:., Z � W I W ;n Ce d Q .J rn oo ❑ ❑ ❑ ❑ al < W J '- _j 4 ZZZZZZ o V 0 N Z cbC z C co Q N th Icc m Z W = J m v 5 3 ,- r ,- r- .-- co Z CI) Z o I Z 0 . U) oo0. W 1 Z OO b 4 _ C? . Z 't m m m LS m m acn] m m . q W T C O U.) u? to cn co cn (1) cn o a I -J rn > > » » >> > .� l Wa LL 0000000 o CJ J n a) CL Er Cr IR_ CC CC 2 CC CC o Q ° 2 212222 2 I 0 I U z• • I 1 6 0 6 E.,I1)7 _ _ _ f I vi a Q cora y vi a) I— o. a) Z idiu as E E a)i m aa) 00 2 E o U on 0 0 0 U) E a °- p. H a o 0. m z v D U) F- I Ce w W 4 I Q ch o Z R 0fn fn Z w62 w wo � � in 121 N d t` W RQ. 0 N m F-- J Al ...jUJ � din_ 0 Z Li- .1 CO Q N W U 1- o �W w � a Q OC J tE az° '' zzz0< WJ JR z CN 1,14 ti I 0 ° zZ Z = Z I Z Ct14.1 w V J 0 c a 9, I I- Qis,— `o N O I IZ O .- ha Zm N M y 2 m tim CO m c,„`,2 q W112CI? uDcncnu c? u9 (nu) m &)' Wa w 2 2 2 2 2 2 2 2 § -.1 n m I CC I' C' rY QC CC C' W x- o u 2 2 1 2 2 2 2 2 2 = o U N o I I ICA 161) )1( APPROX.FORMER LOCATION OF SHED (UNDERWATER) - 1 I (2‘-' CONCRETE PAD -zc HRPSI-5a3 •( HRPSI-TW3 HRPSI-5131 HRPSI-TWI HRPSI-S52 HRPSI-TWE 1 MAIN ROAD CANAL MAIN ROAD LEGEND TEMPORARY MONITORING WELLS AND SOIL BORING LOCATIONS I PROJECT NO. SCALE: f HEARN/REX PROPERTIES F I CURE: " I DRAWN BY, DATE: CAD° 07/19/95 Phase 7/Phase II Environmental Assessment PESTICIDE STAGING AREA #1 AYRES CHECKED BY% DATE, C.Hamilton 07/19/95 Collier County, Florida 4 6 ASSOCIATES ,APPROVED B DATE nnn I6O6 • EPA Method 8010(volatile organic halocarbons); • EPA Method 8020 (volatile organic aromatic compounds, including MTBE); • EPA Method 8080 (organochloride pesticides and PCBs); ' • EPA Method 8100 (polynuclear aromatic hydrocarbons); • EPA Method 8140 (organophosphate pesticides); and • EPA Method 8150 (chlorinated herbicides). SOIL SAMPLING - PESTICIDE STAGING AREA NO. 2 On June 28, 1995 a total of four soil borings (HRPS2-SB1 through HRPS2-SB3 and HRPS2-BW1) were installed in the vicinity of Pesticide Staging Area No.2, located in Tract 001-027 of the proposed acquisition area. Pesticide Staging Area No. 2 is roughly a square-shaped area located north of the main road leading to the oil well sites. A marsh area is located in the eastern two-thirds of Pesticide Staging Area No. 2. Soil boring HRPS2-SB1 was placed in an area believed to have been used for burning containers of materials associated with farming operations. Soil boring HRPS2-SB2 was placed in the northeast corner of the pesticide staging area were numerous 5-gallon plastic containers had once been stored, but since have been removed. Soil boring HRPS2-SB2 was placed in the southeastern part of the pesticide staging area where stressed vegetation and some soil staining was observed. A single background soil boring (HRPS2-BW1)was placed in the field north of the northeast corner of Pesticide Staging Area No. 2. The soil boring locations are depicted on Figure 4-7. A stainless steel hand auger was used to advance the soil borings to a depth of two feet bgs. Soil samples were collected from zero to two (0-2) feet bgs at each borehole. The samples were placed in laboratory-supplied containers, labeled, and placed on ice. ' Additionally, equipment rinsates and duplicates were obtained in accordance with Ayres Associates' CompQAP. All samples were inventoried on the chain-of-custody documents for delivery to the project laboratory. The three soil samples were submitted for analyses by the following EPA Methods: • EPA Method 8010 (volatile organic halocarbons); • EPA Method 8020 (volatile organic aromatic compounds, including MTBE); • EPA Method 8080 (organochloride pesticides and PCBs); • EPA Method 8100 (polynuclear aromatic hydrocarbons); • EPA Method 8140 (organophosphate pesticides); and • EPA Method 8150 (chlorinated herbicides). Ayres Associates 38 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 - - 1__61L61 i I I I FIELD Ili Ch HRPS2—BWI I BURN AREA IA ORTH ANA A- FIRPS `gyp► 2-582 �1�� 4HRP52-7W1 MARSH AREA WC HRP52—TW2 `.4, '`,..b.... WC ]LSC 2 U i-.. I ti lu 3 WZ11 WL AUL I EQUIPMENT STORAGE AREA W/ SMALL AREAS OF STRESSEDWa VEGETATION AND STAINING L �\ 4 1i . WZ w ISTRESS VEG. ~ & STAINED SOIL _0•s WIN ce I. :N• 1 LEGEND MAIN ROAD HRP52-581 S SOIL BORING/TEMPORARY MONITORING HRP52—TWI WELL LOCATION I I SCALE: i" 300-00216.00 = 100' PROJECTr ` HEARN/REX PROPERTIES F]OURS 111 DRAWN 6T1 DATE. CADD 07/19/95 Phase I/Phase II Environmental Assessment /BYRES CHECKED BT. DATE: PESTICIDE STAGING AREA '2 4 C.C. Hamilton 07/19/95 Collier County. Florida IASSOCIATES APPROVED BTI DATE. S,0 1 611_6 1 ......... "'l ORGANIC VAPOR SOIL SCREENING 1 In addition to the collection of soil samples for laboratory analyses, an organic vapor soil screening was performed on soil samples collected from all boreholes installed at Pesticide Staging Areas No. 1 and No. 2. During the borehole installations (prior to I laboratory sample collection), a stainless steel hand auger was used to collect soil samples from the approximate top of the water table (approximately one foot bgs). An OVA was used to screen soil samples for the presence of organic vapors. The OVA I used to perform this task was a Foxboro Model 128 FID. The screening method utilized the headspace analysis technique in accordance with Chapter 62-770.200(2), FAC. During the soil screening activities, filtered and unfiltered OVA measurements were I obtained to determine whether naturally occurring organic vapors (i.e., methane) were interfering with the OVA measurements. A net OVA measurement (unfiltered minus filtered) indicates an organic vapor concentration without methane interference. All 1 resultant measurements for both areas were appropriately recorded, and a tabulated summary is presented in Table 4-3. I4.6.4 Oil Well Sites ISOIL SAMPLING Three oil wells are located within the western portion of the proposed acquisition area. Jot On June 19, 20 and 22, 1995, five soil borings were installed within the bermed areas and two soil borings were installed outside the bermed areas in a downgradient position at each oil well site (seven borings per site or 21 total borings). The borings located I within the bermed areas of each site were concentrated around the ASTs and transfer pumps. The boring locations outside the bermed areas of each site were selected to assess the presence petroleum-related contamination downgradient from the ASTs and I associated apparatus. The soil boring locations for Oil Well Site No. 1, Oil Well Site No. 2, and Oil Well Site No. 3 are depicted on Figures 4-8, 4-9, and 4-10, respectively. IAstainless steel hand auger was used to advance the soil borings to a depth of two feet bgs. Soil samples were collected from zero to two (0-2) feet bgs at each borehole. Prior to placing the samples into laboratory-supplied containers, the samples were composited by quartering and mixing the soil in a stainless steel bowl with a stainless steel spoon. The samples were then placed into their containers, labeled, and placed on ice. Additionally, equipment rinsates and duplicates were obtained in accordance with Ayres Associates' CompQAP. All samples were inventoried on the chain-of- Icustody documents for delivery to the project laboratory. The 21 soil samples (seven per site) were submitted for analyses by EPA Method 9073 I (total recoverable petroleum hydrocarbons-TRPH); however, due to a miscommunication with the laboratory, soil sample HROW2-SB6 was not analyzed for TRPH. Instead, the sample underwent analyses by EPA Method 8080 (organochloride Ipesticides) and EPA Method 7060 (arsenic). St Ayres Associates 40 a:msword\hearnrex.rpt JN:30-0216.00 August 1995 I 1.6.13 6 I I I I- 1... U 0. Cl U ZIll z "O > > 'D W V 0, 0 N p A 2 c v N N V f 0 0 N U U 2 c= = aa) co N (D U N U CO 02 m=ym = I •nJ W Q a 2 '- o Z 3 z Z Z co D U) ce W F- E IILI-Z 4 Z a o0 Q O (J) 0 1 Z W12 W O ❑w 0 W aLL cr E Cac ra0 It U W /- i- a Q 0 I J 'J X = ro p` W O dU) 10 v, ❑ ~ Lt MI Z W co W C] O W F. �' � Ua co - LU a W O W•I -' Zz °z N a moo _ Q J w t U a z z z o Uo. Z 7 coU v N d 0 W Q a) i0 r r r a' `i' d * C/) a = Lu 1 Q m Q � aZ � rZ a p 0 N ❑ o ❑UJ o o c. ro 3 m 1— Q 0' cn Z v [n ONO c0.o 2 v n ONO go) . o W LL! d U) U) (9 ? d U) U7 U) O] b I Q J O1 U) U1 [!) Q d i� VN) CN/) CB CV 0 U n, 'L ao 0 a u) x Tx c F- a m x = Ix c Lii u) z a z I Q. I -- 1 1606 J \ kr,,,,. t t t t t t i t t t t t t t t \ \I C )- 1000 GAL.PROPANE TANK \ SHED \ 0/W SEPARATOR . \ lk \ \ GRASS TRASH I \ OIL WELL \ PUMP JACK TRANSFER \ °' PIPINGI „ A0UINOX TANKS \ \ •All • \ I \ Q HROW!-i7W2 ----WELL \ \ HEAD \ \ 11 I \ \ • \ \ I \ • HR3Wl-SBI CLEAN CONTAMINATED .` FILL STOCKPILED 0 \ SOIL HRONI-S82 \ 4 X 400 BBL © A \ ASTs TRANSFER (4Q� GRASS \ PUMP \HR NI-SB3 '♦HRONI-SBS \ I \ 0 TRANSFER \ A \ PIPE \ HROWI-S84 \ • _ \ \ R \ i \ \ II \:a \ C \ cc \ 11 \ \ S/ / / `1,, t i / / / / / / / / / / HROWI-S136 HRONI-S87 HROWI-TWE LEGEND a / BERM IHROWI-SBI A SOIL BORING LOCATION o HRONI-7W1 50 TEMPORARY MONITORING WELL LOCATION N/R SCALE: l„ = PROJECT N0. HEARN/REX F rcuRE: 50 30 0216.00 E R EX PROPERTIES DRAWN BY, DATEJ Phase I/Phase 17 Environmental Assessment ,111 CADD 07/19/95 OIL WELL LOCATION 'I AYRE S CNECk ED BY, DATE z 4 ___, Q C.Hamilton 07/19/95 Collier County. Florida V J ASSOCIATES APPROVED BY DATE 1 5K 1.000 -16D 6 I I CONTAMINATED .'HROW2-584 , --7 r STOCKPILED ROAD SOIL v) 0 11 ROW2--583 HROW2 582: © 4 X 400 BBL TRANSFER ` A` © ; AS Ts II PUMP `� GRASS 0 HROW2-585• 1 HROW2-581 Ic TRANSFER PIPE CLEAN FILL I '• 1i HROW2-Tw2 , , , , .. . . ., . ..,, OIL WELL t a \ ACK , OIL/WATER �• SEPARATOR • •OU1N0 , . TANKS T . . I WELL HEAD PROPANE TANK I s I I HROW2-55T HROW2-5861 ti HROW2-Tw1 I LEGEND - ---'- BERN HROW2-581 A SOIL BORING LOCATION 1 HROW2-TWI & TEMPORARY MONITORING WELL LOCATION I SCAB E . /, = 50' PR JEC 30T 0216.00 HEARN/REX PROPERTIES F t CURE it DRAWN BY: DATE: Phase I/Phase E Environmental Assessment CARD 07/19/95 AS CHECKED Ha BY: OATS. OIL WELL LOCATION `2 �1 �,� C.Hamilton 07/0/95 Collier Coun . Florida ` I ASSOCIATES APPROvED BY:DATE: -- — - .. 1606 lir J 1 \ : 9 PROPANE TANK 1 0/W SEPARATOR I • CONTAMINATED STOCKPILED OIL WELL SOIL PUMP JACK AOUINOX TANKS I H . TW21110 Pi s TR, SFER 4 111( ile PIP1 —*---WELL HEAD II H'1 -$8! CLEAN 9x400 FILL — 88L ASIS Nolol 0 HROW3-S82 © TRANSFER HROW3-S: . Q �� PUMP I to--'HROW '-585 .HROW3-584•. w O a �pP Ifir HRgY3-586 I HROW3-TWI HROW3-587 LEGEND n - , BERM HRON3-581 A SOIL BORING LOCATION HROW3-7W1 & TEMPORARY MONITORING WELL LOCATION II (il;l3 AREA OF SPILLED CRUDE OIL PROJECT NO.!30-0216.00 SCALE: In = 50' HEARN/REX PROPERTIES FIGURE: ut DRAWN 8Y: DATER Phase 1/Phase II Environmental Assessment cAoo 07/19/95 OIL WELL LOCATION s3 /!/i�MIE s CHECKED BY:'OATEw i -IV > C. Hamilton 07/19/95 Collier County, Floridai ASSOCIATES APPROVED BYIDATE! y r civ r n,n 160 -6- ORGANIC VAPOR SOIL SCREENING ' In addition to the collection of soil samples for laboratory analyses, an organic vapor soil screening was performed on soil samples collected from all boreholes installed at the three oil well sites. During the borehole installations (prior to laboratory sample collection), a stainless steel hand auger was used to collect soil samples from the approximate top of the water table (approximately one foot bgs). An OVA was used to screen soil samples for the presence of organic vapors. The OVA used to perform this task was a Foxboro Model 128 FID. The screening method utilized the headspace analysis technique in accordance with Chapter 62-770.200(2), FAC. During the soil screening activities, filtered and unfiltered OVA measurements were obtained to determine whether naturally occurring organic vapors (i.e., methane)were interfering with the OVA measurements, A net OVA measurement (unfiltered minus filtered) indicates an organic vapor concentration without methane interference. All ' resultant measurements for both areas were appropriately recorded, and a tabulated summary is presented in Table 4-4. 4.7 EVALUATION OF POTENTIAL GROUNDWATER CONTAMINATION Based on the findings of the preliminary vehicle reconnaissance conducted by the ' SFWMD on January 24, 1995 and the probable use of pesticides and observed crude oil production associated with land use practices in the proposed acquisition area, groundwater sampling activities were conducted in accordance with our referenced proposal (May 3, 1995). All sampling protocol (e.g., sample collection, equipment decontamination)was conducted in accordance with Ayres Associates' Florida Department of Environmental Protection (FDEP)-approved Comprehensive Quality Assurance Plan (CompQAP #880993G). The following sections discuss the details of Ayres Associates' groundwater sampling activities. 4.7.1 Cattle Dipping Vat TEMPORARY MONITORING WELL INSTALLATION On June 22, 1995 five soil borings (HRCV-SB1 through HRCV-SB5) were converted into five temporary monitoring wells (HRCV-TW1 through HRCV-TW5, respectively). ' The temporary monitoring wells were completed to a depth of approximately 7 feet bgs. Each well was constructed of a 10-foot length, 2-inch diameter, 0.010-inch slotted, Schedule 40 PVC well screen. The well annulus was filled with a clean 20/30-grade silica sand pack, from the borehole termination depth to existing grade. Each well was then hand-bailed with a teflon bailer to remove fine sediments from the sand pack, The soil boring logs and temporary monitoring well construction details are presented in Appendix B. The temporary monitoring well locations are depicted in Figure 4-5. ' Ayres Associates 45 a:mswordlhearnrex.rpt JN:30-0216.00 ' August 1995 • 0 160 6 11 Id TABLE 4-4 IORGANIC VAPOR SOIL SCREENING-RESULTS HEARN/REX PROPERTIES ICOLLIER COUNTY,FLORIDA OIL WELL#1-JUNE 19, 1995 I SAMPLE NO. SAMPLE ' UNFILTERED FILTERED NET (See Figure 4-ti) DEPTH (ft) ppm ppm ppm COMMENTS (top of water table) . HROW1-S131 1 ND` I HROW1-S82 1 ND HROW1-SB3 1 ND HROW1-SB4 1 • ND HROW1-S85 I 1 110 110 0 No petroleum-related vapors. I HROW1-SB6 0 NS" No soil screening conducted, water at ground surface. HROW1-SB7 NS No soil screening conducted, ` water at ground surface. I 'ND:no organic vapors were detected. "NS:not sampled for organic vapor soil screening.Sample collected r®0-2 R.for laboratory analyses only. I OIL WELL#2-JUNE 20,1995 SAMPLE NO. SAMPLE UNFILTERED FILTERED NET (See Flgure4-9) DEPTH(ft) ppm ppm ppm COMMENTS •(top of water table) HROW2-SB1 1 ND` HROW2-S82 1 ND HROW2-SB3 1 ND HROW2-S134 r 1 ND I HROW2-SBS 1 >1000 960 40 40 ppm of petroleum-related vapors. HROW2-SB6 NS" No soil screening conducted, . water at ground surface. HROW2-SB7 NS No soil screening conducted, I water at ground surface. 'ND:no organic vapors were detected. "NS:not sampled fororganic vapor soil screening Sample collected g 0-2 If.for laboratory analyses only IOIL WELL#3-JUNE 20, 1995 SAMPLE NO. SAMPLE UNFILTERED FILTERED - NET (See Figure 4-18) DEPTH(ft) ppm ppm ppm COMMENTS I (top of water table) HROW3-SB1 1 420 420 0 No petroleum-related vapors. HROW3-S82 1 960 980 0 No petroleum-rotated vapors. HROW3-SB3 NS" No soil screening conducted. water at 6 inches hgs. HROW3-084 1 400 100 360 300 ppm of petroleum-related vapors. HROW3-S85 1 30 30 0 No petroleum-related vapors. HROW3-SB6 NS No soil screening conducted, I HROW3-SB7 NS water at ground surface. No soil screening conducted, water at ground surface. r 'ND:no organic vapors were defected I "NS:not sampled for organic vapor soil screening.Sample collected r r 0-2 ft.forlaborakuy analyses only -11 i 0 _ _ J. 6D 6 1 1 GROUNDWATER SAMPLING -� 1 On June 23, 1995 groundwater samples were collected from the five, shallow temporary monitoring wells (HRCV-TW1 through HRCV-TW5). In addition to the collection of these groundwater samples, one sample (HRCV-PotW)was collected from the potable water well previously identified in the cattle dipping vat area. Prior to sample collection, the temporary monitoring wells were purged of at least five well volumes to ensure that groundwater samples would be representative of the aquifer. The groundwater samples were then collected using a teflon bailer and transferred to the appropriate laboratory-supplied containers, labeled, and placed on ice. Additionally, equipment rinsates and duplicates were obtained in accordance with Ayres Associates' CompQAP. All samples were inventoried on the chain-of-custody documents for delivery to the project laboratory. Groundwater samples were submitted for analyses by the following EPA Methods: • EPA Method 8080 (organochloride pesticides); and • EPA Method 7060 (arsenic); 4.7.2 Pesticide Staging Areas 1 TEMPORARY MONITORING WELL INSTALLATION 1 On June 26 and 27, 1995 a total of seven soil borings, located in Pesticide Staging Areas No. 1 and No. 2, were converted into temporary monitoring wells. The three soil borings in Pesticide Staging Area No. 1 (HRPS1-SB1 through HRPS1-SB3) were converted into temporary monitoring wells HRPS1-TW1 through HRPS1-TW3, respectively. Additionally, the four soil borings in Pesticide Staging Area No. 2 (HRPS2-SB1 through HRPS2-SB3 and HRPS2-BW1) were converted into temporary 1 monitoring wells HRPS2-TW1 through HRPS2-TW3 and HRPS2-BW1, respectively. The temporary monitoring wells were completed to a depth of approximately 7 feet bgs. Each well was constructed of a 10-foot length, 2-inch diameter, 0.010-inch slotted, Schedule 40 PVC well screen. The well annulus was filled with a clean 20/30-grade silica sand pack, from the borehole termination depth to existing grade. Each well was then hand-bailed with a teflon bailer to remove fine sediments from the sand pack. The soil boring logs and temporary monitoring well construction details are presented in Appendix B. The temporary monitoring well locations for Pesticide Staging Area No. 1 and Pesticide Staging area No. 2 are depicted on Figures 4-6 and 4-7, respectively. GROUNDWATER SAMPLING On June 27 and 28, 1995, groundwater samples were collected from the seven temporary monitoring wells (HRPS1-TW1 through HRPS1-TW3 and HRPS2-TW1 through HRPS2-TW3 and HRPS2-BW1). 1 Prior to sample collection, the temporary monitoring wells were purged of at least five well volumes to ensure that groundwater samples would be representative of the Ayres Associates 47 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 -160 6 1 aquifer. The groundwater samples were then collected using a teflon bailer and transferred to the appropriate laboratory-supplied containers, labeled, and placed on ice. Additionally, equipment rinsates and duplicates were obtained in accordance with Ayres Associates' CompQAP. All samples were inventoried on the chain-of-custody documents for delivery to the project laboratory. Groundwater samples were submitted for analyses by the following EPA Methods: • EPA Method 8010 (volatile organic halocarbons); • EPA Method 8020 (volatile organic aromatic compounds, including MTBE); • EPA Method 8080 (organochloride pesticides and PCBs); • EPA Method 8100 (polynuclear aromatic hydrocarbons) • EPA Method 8140 (organophosphate pesticides); and • EPA Method 8150 (chlorinated herbicides). 4.7.3 Oil Well Sites TEMPORARY MONITORING WELL INSTALLATION >•I On June 21, 1995 a total of six temporary monitoring wells were installed at the oil well sites (two temporary monitoring wells at each oil well location). At each site, one of the borings placed outside the bermed area and downgradient of the ASTs was converted to temporary monitoring well TW-1 (labeled as HROW1-TW1, HROW2-TW-1, and HROW3-TW1 for each site, respectively). These wells were installed to approximate depths of five feet bgs. Additionally, at each site, one of the borings placed inside the bermed area between the ASTs and oil-water separator was converted to temporary monitoring well TW-2 (labeled as HROVV1-TW2, HROW2-TW2, and HROW3-TW2 for each site, respectively). ' The downgradient temporary monitoring wells (TVV-1 wells) were installed to a depth of approximately five feet bgs. The temporary monitoring wells installed inside the berm area (TW-2 wells) were completed to depths of approximately six feet bgs. All monitoring wells were constructed of a 7.5-foot length, 2-inch diameter, 0.010-inch slotted Schedule 40 PVC well screen. Each well annulus was filled with a clean 20/30- grade silica sand pack, from the borehole termination depth to existing grade. The wells were then hand-bailed with a teflon bailer to remove fine sediments from the sand pack. The soil boring fogs and temporary monitoring well construction details are presented in Appendix B. The temporary monitoring well locations for Oil Well Site No. 1, Oil Well Site No. 2, and Oil Well Site No. 3 are depicted in Figures 4-8, 4-9, and 4-10, respectively. I Ayres Associates 48 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 o L61L6 I GROUNDWATER SAMPLING On June 21, 1995 groundwater samples were collected from the six temporary monitoring wells located at the three oil well sites (HROW1-TW1, HROW1-TW2, HROW2-TW1, HROW2-TW2, HROW3-TW1 and HROW3-TW2). Prior to sample collection, the temporary monitoring wells were purged of at least five well volumes to ensure that groundwater samples would be representative of the aquifer. The groundwater samples were then collected using a teflon bailer and transferred to the appropriate laboratory-supplied containers, labeled, and placed on ice. Additionally, equipment rinsates and duplicates were obtained in accordance with Ayres Associates' CompQAP. All samples were inventoried on the chain-of-custody documents for delivery to the project laboratory. Groundwater samples were submitted for analyses by the following EPA Methods: • EPA Method 418.1 (TRPH). 4.8 VOLUMETRIC EVALUATION OF SOLID WASTE During the Phase II field activities, Ayres Associates conducted a volumetric evaluation of the solid waste observed at the cattle dipping vat and associated maintenance area and the two hunting camps. The following sections present a summary of the wastes included in the evaluation. The respective volumes and associated cost estimates for removal of these solid wastes is presented in Section 5.0, Phase I/II Environmental Assessment Results. 4.8.1 Cattle Dipping Vat and Associated Maintenance Area - Ayres Associates physically measured areas of debris and structures in order to estimate the volume of material observed at the cattle dipping vat area and the associated maintenance area. The volumetric evaluation for the cattle dipping vat and maintenance area included: • the wood fencing associated with the cattle pen area surrounding the cattle dipping vat and shed covering a squeeze-shoot, • the two sheds and their contents, • an outhouse, and • miscellaneous piles of wood, metal and plastic. 4.8.2 Hunting Camp Areas HUNTING CAMP NO. 1 Ayres Associates physically measured several areas of debris and structures in order to estimate the volume of material associated with this hunting camp. The volumetric evaluation for this area included: • seven piles of debris, iAyres Associates 49 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 1 6 0 I r-. • two house trailers, .s • dog pen structures, and • one abandoned house/shed and its contents. HUNTING CAMP N9, 2. Hunting Camp No. 2 consists of two separate areas. Solid wastes measured in the main, unoccupied hunting camp area included: • one house trailer, • one pole barn covering several recreational vehicles, • one pole barn covering a camping trailer, • a screened area that appears to serve as an outdoor kitchen, • a screened area containing an outdoor sink, and • an outside area containing a series of large refrigerated units. Solid wastes measured in the second, occupied area included: • one wood-frame house, • two pole barns, and • a large debris pile. 5.0 PHASE H ENVIRONMENTAL ASSESSMENT RESULTS rr The following sections present the results of our Phase II Environmental Assessment activities conducted within the proposed acquisition area. The results include discussions on our findings with regard to the soil vapor surveys, soil sampling, groundwater sampling, and volumetric evaluation of solid waste. 5.1 CATTLE DIPPING VAT 5.1.1 Soil Sampling ORGANIC VAPOR SOIL SCREENING RESULTS The organic vapor soil screening did not indicate the presence of organic vapors, exclusive of methane, in the tested samples. The results are summarized in Table 4-1. ANALYTICAL RESULTS FOR SOIL SAMPLES A total of nine soil samples, plus a QA/QC duplicate, were analyzed by EPA Methods 8080 (pesticides) and 7060 (arsenic). Toxaphene concentrations were identified in five •' soil samples and the duplicate (HRCV-SB1 through -SB5 and CV-DUP). The toxaphene concentrations ranged from 56.4 milligrams per kilogram (mg/kg) to 4300 mg/kg. These samples were collected from directly around the cattle dipping vat. No other EPA Method 8080 pesticide constituents were identified above their respective method detection limits (MDLs). The same five soil samples that yielded toxaphene Ayres Associates 50 a:msword\hearnrex.rpt JN:30-0216.00 August 1995 i 0 I I 1611 concentrations above the MDL also indicated the presence of arsenic. The identified arsenic concentrations range from 0.899 mg/kg to 112 mg/kg. Four additional samples were collected outside of the vat area for analysis by EPA Method 7060 only. Arsenic concentrations were not identified above the laboratory's MDL in these four samples, suggesting that contaminated soil is limited to the immediate vicinity of the cattle dipping vat. A tabulated summary of the analytical results is presented in Table 5-1, and the sampling locations are depicted in Figure 5-1. The laboratory report is presented in Appendix C. 5.1.2 Groundwater Sampling ANALYTICAL RESULTS FOR GROUNDWATER SAMPLES A total of six groundwater samples, plus a duplicate, were analyzed by EPA Methods 8080 (pesticides) and 7060 (arsenic). Groundwater samples collected from temporary monitoring wells HRCV-TW3, -TW4, and -TW5 were identified as having toxaphene concentrations of 161 micrograms per liter(µg/L), 216 µg1L , and 157 µg/L respectively. Toxaphene concentrations were not identified above the laboratory's MDL in temporary monitoring wells HRCV-TW1 and -TW2 (downgradient and upgradient wells, respectively) or in the existing potable well (HRCV-POT W). Toxaphene concentrations were limited to groundwater samples collected from temporary I monitoring wells installed within the immediate vicinity of the cattle dipping vat. The identified toxaphene concentrations exceed the 3 µg/L maximum contaminant level (MCL) established by the primary drinking water standards. Arsenic concentrations were identified in all groundwater samples, with concentrations ranging from 0.092 milligrams per liter (mg/L) in the existing potable well to 11 mg/L in temporary monitoring well HRCV-TVV3, installed in the center of the vat. Low arsenic concentrations were identified in upgradient well-TW2 (0.239 mg/L) and downgradient well -TW1 (0.680 mg/L). The intermediate wells, -TW4 and -TW5, were found to have arsenic concentrations of 2.16 mg/L and 2.92 mg/L, respectively. The identified arsenic concentrations exceed the 0.05 rng/L MCL established by the primary drinking water standards. A tabulated summary of the analytical results is presented in Table 5-2, and the sampling locations are depicted in Figure 5-2. The laboratory report is presented in Appendix C. 5.2 CATTLE DIPPING VAT MAINTENANCE AREA 5.2.1 Soil Sampling ORGANIC VAPOR SOIL SCREENING RESULTS The organic vapor soil screening identified very low concentrations of organic vapors, exclusive of methane, in soil samples HRMA-SB3 and -SB10. The net OVA Ayres Associates 51 a:mswordthearnrex_rpt JN:300216.00 August 1995 0,2 1 6 0 11,) I ii 1 I TABLE 5-1 1 CATTLE DIPPING VAT ANALYTICAL SUMMARY - SOIL I JUNE 22 & 23, 1995 HEARN/REX PROPERTIES I COLLIER COUNTY, FLORIDA ISAMPLE NO. EPA 8080 (Pesticides) EPA 7060 (Arsenic) (See Figure 5-1) mg/kg mg/kg I HRCV-SBI 643 toxaphene 0.899 HRCV-SB2 655-toxaphene ND* HRCV-SB3 4300-toxaphene 112 -4( HRCV-SB4 56.4-toxaphene 17.7 j HRCV-SB5 244-toxaphene 20.8 HRCV-SB6 NA** ND I HRCV-SB7 NA ND HRCV-SB8 NA — ND HRCV-SB9 NA -ND I CV-DUP 161 -toxaphene 17.5 (HRCV-SB4) Regulatory Guidance Toxaphene Arsenic I for Soil Cleanup 6 mg/kg*** 5 mg/kg*** END: below the laboratory method detection limit. **NA: the sample was not analyzed by the noted EPA Method. I ***Assumes a'Restricted 1"land use scenario(Woodward-Clyde, 1995). 1 I I I 111 0 i I IA HRCV—S82 x x x x TOXAPHENE ug/kg = 655 x ARSENIC mg/kg = ND I , I V x x HRCY—SB6 r TOXAPHENE ug/kg = NA ARSENIC mg/kg = ND WOODEN FENCE I A q HRCV—S84 A % x HRCV—SOI ARSENICENE ug/kg =lr 6.4 -'TOXAPHENE ug/kg = NA I II' —553 ARSENIC mg/kg = ND fTOXAP ENE ug/kg = 430. ARSENC +/k e = 112 - HRCV—S55 A 4x HRCV-568 TOXAPHENE ug/kg = 244 x ARSENIC mg/kg = 20.8 TOXAPHENE ug/kg = NA ARSENIC mg/kg ND x HRCV-58I A A I TOXAPHENE ug/kg = 643 x HRCV-589 ARSENIC mg/kg 0.899 TOXAPHENE ug/kg = NA 3 GATE ARSENIC mg/kg = ND 1 )( x x x x I e r. a I �I x x :< x x x I —x x GATE x 1 I CATTLE PEN AREA 1 ILEGEND x FENCE IA SOIL SAMPLING LOCATIONS CATTLE DIPPING VAT AREA I 111 m ND BELOW LABORATORY METHOD DETECTION LIMITS NA SAMPLE NOT ANALYZED FOR NOTED PARAMETER I HEARN/REX PROPERTIES SCALE: l" = 30' PROJECT "°'' Phase I/Phase 17 Environmental Assessment F3GURE: 30-02/6.00 ° I DRAWN BY: DATE, Collier County, Florida /'"h\ CAD 07/19/95 CATTLE DIPPING VAT �S HECKED BY. DATE, C. Hamilton 071/9/95 Soil Sampling Locations l I ASSOCIATES APPROVED NY DATE: with Analytical Results CK kris 1 60 6 I 4 I 1 TABLE 5-2 CATTLE DIPPING VAT ANALYTICAL SUMMARY - GROUNDWATER JUNE 22 & 23, 1995 HEARN/REX PROPERTIES COLLIER COUNTY, FLORIDA I SAMPLE NO. EPA 8080 (Pesticides) EPA 7060 (Arsenic) (See Figure 5-2) ug./L mg/L HRCV-TW1 ND* 0.68 g HRCV-TW2 ND 0.239 HRCV-TW3 161 -toxaphene 11 HRCV-TW4 216-toxaphene 2.16 ' HRCV-TW5 157-toxaphene 2.92 HRCV-POT W ND 0.092 DUP#4 229 toxaphene 4.86 (HRCV-TW4) *ND: below the laboratory method detection limit. **NA: the sample was not analyzed by the noted EPA Method. PRIMARY DRINKING WATER STANDARDS-MAXIMUM CONTAMINANT LEVELS(MCLS): Arsenic(As)= 0.05 mg/L Toxaphene= 3 ug/L I 1 I I 0 ^, f i 1-611 -61I I IA HRCV-7W2 I x x TOXAPHENE ug/L = ND x x ARSENIC mg/L = 0.239 I yr x xN HRCV-PO TW % , x WOODEN FENCE � TOXAPHENE ug/L = ND ARSENIC ./L = 0.092 I x HRCV-S84 & r X TOXAPHENE /L = 216 P ARSENIC mg/L = 02.16 OU` H- -TW3 I x TO •PHENE ug/L = 161 x / AR1 NIC ./L = II HRCV-TW5 Sr 4 I TOXAPHENE ug/L = /57 x ARSENIC mq/L = 2.92 x x HRCV-TWI I TOXAPHENE ug/L = ND x ARSENIC mg/1- = 0.68 x GATE X •- X x x x I IX x X X x x Ix— x GATE ( i CATTLE PEN 1 AREA I LEGEND Ix FENCE ® TEMPORARY MONITORING I WELL LOCATION . POTABLE WELL c CATTLE DIPPING VAT AREA ND BELON LABORATORY METHOD DETECTION LIMITS co IHEARN/REX PROPERTIES STALE: I" = 30' FR3-02/6.00 Phase I/Phase II Environmental Assessment FIGURE: I DRAWN 8Y: DATE: "'"` CADD 07/19/95 Collier County, Florida CATTLE DIPPING VAT CHECKED 6v: 0.47E1AIRE 5 C.Hamillon 07/19/95 Groundwater Sampling Locations GQ' ASSOCIATES APPROVED BY.DATE I with Analytical Results SK 1.000 „, .. 16D 6 I measurements for these samples were 3 ppm and 4 ppm, respectively. These organic wil vapor concentrations are not indicative of excessively contaminated soil. The results are summarized in Table 4-2, Soil samples were not collected from this area for laboratory analysis. 1 5.3 PESTICIDE STAGING AREAS 5.3.1 Soil Sampling ORGANIC VAPOR SOIL SCREENING RESULTS • The organic vapor soil screening conducted in Pesticide Staging Areas No. 1 and No. 2 111 did not indicate the presence of organic vapors, exclusive of methane, in the tested samples. The results are summarized in Table 4-3. ANALYTICAL RESULTS FOR SOIL SAMPLES A total of eight soil samples, including a duplicate and a background sample, were collected from both Pesticide Staging Areas for laboratory analyses. Three samples were collected from area No. 1, and three samples, plus a background sample and a duplicate, were collected from area No. 2. All samples were analyzed by EPA Methods 8080 (pesticides), 8140 (organophosphate pesticides), 8150 (chlorinated herbicides), 8010/8020 (volatile organics, including MTBE), and 8100 (polynuclear aromatic hydrocarbons). With the exception of a low chloroform concentration (5.11 ug/L) identified in soil sample HRPS2-3 from area No.2, no other analytes were identified above their respective MDLs for the remaining samples. Based on the available data, it is most likely that the chloroform is a laboratory artifact and is not associated with contamination at the site. A tabulated summary of the analytical results is presented in Table 5-3, and the sampling locations are depicted in Figures 5-3 and 5-4. The laboratory report is presented in Appendix C. 5.3.2 Groundwater Sampling ANALYTICAL RESULTS FOR GROUNDWATER SAMPLES A total of eight groundwater samples, including a duplicate and a background sample, were collected from both Pesticide Staging Areas for laboratory analyses. Three samples were collected from area No. 1, and three samples, plus a background sample and duplicate, were collected from area No. 2. All samples were submitted for analyses by the same EPA Methods selected for the Pesticide Staging Area soil samples. No pesticide or semi-volatile (polynuclear aromatic hydrocarbons) analytes were identified above their respective MDLs in any of the eight groundwater samples. However, volatile organic constituents (EPA Methods 8010/8020)were identified in PL Ayres Associates 56 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 0• . 1-0 -6-- II 0 0 0 0 Io a Ioo ❑ _ - ❑ ❑ ❑ ❑ ❑ ' I_ tnzzz H 0) zzzzz 2 a. a 1 w w 0 0 N N I CoCO O 0 O 0 E co co O O �� zzz O Z Z Z 2 Z Z 2 U r I— w w r J U) CO 0 tri w w I I w ro I= Q 0 c*) W rn W -J r- r01 `o 8 m r� W N I— Tr CO Co o J I m jrNciaX � Qx ZZZ O - zz ❑zzz }Q. QN � � () ZZ � w w y -J• � w � w . Q Z Q 1 a " o € co o 0co o c N m a E o 0 O 0) 0 0t- I a ❑ ❑ N ' ❑ ❑ ❑ ❑ ❑ h I- 0) ZZz d It F- bZZZZZ 4 Q LU 13 Q w 0 1 W 5jW 5 O w � w 0 ro , 32 I0 b � o c,I_ o I- 0 0 M Cii Z m tomm 0 Z Y N `r' -- I W w m UJU) (. ami W w m l) cn co '‘''t m I:::) d 0_ � � a`, 6 a it 2 � n a t U 2 m a � rX b c ❑ U) w 2Z = c 0 Q w X_ _ _ m Cl. z a r 1 6_la _-6 I W114 i I I Pi 5 I APPROX.FORMER LOCATION OF SHED fUNDERWATERI IL R. I ITt Q J 1 HRPSI-S83 z ND J A `' IA HRPS1-SB1 o HRPSI-582 NO ' ND I GATE t iMAIN ROAD 1111 'TC v Ili CANAL IlkMAIN ROAD y LEGEND I A SOIL BORING LOCATIONS NO BELOW LABORATORY METHOD DETECTION LIMITS HEARN/REX PROPERTIES I SCaLE: ,r" = 1pp7 PROJECT NO.• Phase .T/PhaseII Environmental Assessment FIGURE: ti 30-0216.00 DRAWN BY. DATE, Collier County. Florida PO CADD 07/19/95 I CHECKED Y. DATE, PESTICIDE STAGING AREA "I 5 -3 �S C.Hamilton 07/19/95 Soil Sampling Locations LuI ASSOCIATES APPROVED 8?.DATE, C1! with Analytical Results III SK /.000 C'7,Q..) 1611 * I I \ \ I FIELD A HRPS2-8WI CHLOROFORM 5.N ug/kg BURN AREA 1 IINORTH CANAL 'WI A 111HRHRPS2-582 ��yy PS2-SB! MARSH AREA ND `., NO 1► nuc Ilz J ¢z s_az liz `' U ~ ti Q F- Ilu DC ]VC I EQUIPMENT STORAGE AREA 1tL �` W/ SMALL AREAS OF STRESSED I ( liZ VEGETATION AND STAINING - a I1 LLC U k IKRPS2-583 ND J I Ass, .� I . 1. _SOUTH CABAL STRESS VEG. I & STAINED SOIL t MAIN ROAD I L LEGEND tz A SOIL BORING LOCATIONS NO BELOW LABORATORY METHOD DETECTION LIMITS I HEARN/REX PROPERTIES SCALE: /" = 100' PRO307 T 4216.00 Phase I/Phase II Environmental Assessment FIGURE: 1 DYAWN BY4 'DATES cAofl 07/19i95 Collier County, Florida "`, PESTICIDE STAGING AREA `2 5 CHECKED BY, DATEI 5 -4 C.Hamilton 07/19/95 Soil Sampling Locations ASSOCIATES APPROVED BYIDATEI with Analytical Results 0000 1 . ' 6 1 samples collected from HRPS1-1W3 (area No. 1) and from HRPS2-TW1, -TW3, -BW1, and DUP#6 (area No. 2). The identified analytes include toluene, xylenes, and MTBE. ' The maximum total volatile organic aromatic (VOA) concentration (toluene plus xylene concentrations) was 9.21 µg/L. Methyl-tert-butyl ether(MTBE) concentrations were identified at 4.01 µg/L and 1.03 µg/L in temporary monitoring well HRPS1-TW3 (area No. 1) and in the duplicate sample (DUP#6) collected from area No. 2. The MTBE and VOA concentrations are most likely related to the former presence of gasoline-powered equipment that was stored at the sites. ' Toluene, xylenes, and MTBE are organic contaminants belonging to the gasoline analytical group. Toluene and xylene were only detected at area No. 2 and at concentrations much less than their respective MCLs (1 mg/L and 10 mg/L). Additionally, the identified total VOA concentrations at both areas meet the FDEP's criteria for No Further Action, since the total VOA concentrations are less than 50 µg/L 1 (62-770, FAC). A tabulated summary of the analytical results is presented in Table 5-4, and the sampling locations are depicted in Figures 5-5 and 5-6. The laboratory report is presented in Appendix C. 5.4 OIL WELL SITES 5.4.1 Soil Sampling ORGANIC VAPOR SOIL SCREENING RESULTS The organic vapor soil screening conducted at the three oil well sites identified only two areas with elevated organic vapors, exclusive of methane. Soil sample HROW2-SB5 from Oil Well Site No. 2 revealed a net OVA measurement of 40 ppm at a depth of one ' foot bgs. At Oil Well Site No. 3, soil sample HROW3-SB4 revealed a net OVA measurement of 300 ppm at a depth of one foot bgs. No OVA measurements relating to non-methane organic vapors were identified at Oil Well Site No. 1. The results do not indicate the presence of soil that is excessively contaminated by volatile organic constituents at Oil Well Sites No. 1 and No. 2. However, soil sample HROW3-SB4 indicates the presence of non-methane contaminated soil. This sample was collected adjacent to the AST located in the most southwest position. The screening results are summarized in Table 4-4. ' ANALYTICAL RESULTS FOR SOIL SAMPLES A total of 21 soil samples, plus two duplicates, were collected from the three oil well sites for laboratory analysis. Seven samples, plus a duplicate, were collected from Oil Weil Site No. 1, seven samples were collected from Oil Well Site No. 2, and seven ' samples, plus a duplicate, were collected from Oil Well Site No. 3. Twenty of the samples and both duplicates were analyzed by EPA Method 9073 (total recoverable Ayres Associates 60 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 1 4, . 6 0 - - 160 I _0._ I o 0 0 0 CO 0 I o 0 Q \ ❑ ❑ ❑ 0 \ ❑ ❑ ❑ ❑ ❑ W z z z w zzzzz a a CL. CL W w I , . . 0 0 N N w u 00 co C 0 C 0 >+ I co r r X jX< 0X W N co aa) co m 0r-.1 ❑ ❑ 2 aJ ❑ `Y' co I— I -c5N � Q zz Q yz 6 ' W i- Dv ai w W v W O o r 7 r I I- .4 - g o Q Q Q ~o N 0 CO 0 W W ,- I I Z - E 0 0 '�' IxaYiW � c0 co 0 J } N Ce H 0 Z I m Ce 06 CI '--.1 ❑ ❑ ❑ a � ❑ ❑ ❑ ❑ ❑ .. _ zzz = zzzzz U 2 W -- W w y = Z Z W g g w w w w 111 zQ U = O Z U z 0 0 Z Q c y co 2 Q` I Z fi IO N.rr 4t w j z Z Z a It 1- Z Z Z Z z iR 2 at ro ro cu W ti W z a I 4' a 0 Q= Q ¢ z c Q D Q a. z v m N (D 1-1-1 o ( W F J ¢ m Z Z w LT 1 ° ~ • a L tQ ao —i U ` a) ill W m al W : m g II O U V O o I 3 v 3a. z a cl 2 Q II t O d d i 6 Q m d di:t 2 2 2 O Q Il G T u i. a y = _ _ ° y Q y = 2 = Z a C aCi it j m a w Q w a> ? m w .� 4 z 4 a X h Z h6 m "• 460 6 I iiii .fiI I 3 ' APPROX.FORMER LOCATION E Of SHED (UNDERWATER) I a I Isi- �O k . ..J ,z HRPSI-T4Y3 METE 4.0/ug/L 5 ItO HRPS!-Twl NRPSI-TW2 ND ,., ND GATE 1 RAIN ROAD 1VCVC V ItL CANAL I IMAIN ROAD n LEGEND r 5 TEMPORARY MONITORING WELLS ND BELOW LABORATORY METHOD DETECTION UM!T5 `z HEARN/REX PROPERTIES U SCALE: j" jpp PROJECT RD.: Phase I/Phase II Environmental Assessment FICUREK 30-02!6,00 DRcADU DATE. 95 Collier County. Florida 110 P"`� CHECKED B?. DATE: PESTICIDE STAGING AREA *I C.Ham;iton 07/19/95 Groundwater Sampling Locations 5 -5 IIj � i ASSOCIATES BTI DATE: aJ a with Analytical Results 1 SK 1.000 ",ll IOW 3:60 I 111 FIELD 111' Z HRPS2-BW! ITOLUENE - 1.49 uq/L BURN AREA INORTH CANAL RO,I ict �dy.s\HRP52-7W1 I HRPS2-TW2 ��r TOLUENE - 1.07 u /L MARSH AREA ND • �r XYLENES - 1.26 ug/L y� wz J I J / wz Q Q 4-- <-> cr Q N kl YE 1L YE i YZYE I EQUIPMENT STORAGE AREA ""t W/ SMALL AREAS OF STRESSED VEGETATION AND STAINING a I yL/ Li i HRPS2-7W3 TOLUENE - 5.55 ug/L XYLENES - 3.66 ug/L I RO'I W a SOUTH CANAL STRESS VEG. & STAINED SOIL c r_ MAIN ROAD I a I LEGEND s TEMPORARY MONITORING N WELL LOCATIONS ND BELOW LABORATORY METHOD DETECTION LIMITS IHEARN/REX PROPERTIES SCALE: 1„ - I00' PROJECT 30-00..216.00 Phase ,I/Phase 11 Environmental Assessment FIGURE DRAWN B71 DATE: Collier County, Florida ,.-. CADD 07/19/95 MRE 5 CHECKED HDV amilton DATE, PESTICIDE STAGING AREA t2 r^ APPROVEDI on DATE,9/95 Groundwater Sampling Locations 6 II (�~Tti ASSOCIATESwith Analytical Results 4-'114 o • I r p petroleum hydrocarbons-TRPH). One sample from Oil Well Site No. 3 (HROW3-SB6) was analyzed only for pesticides and arsenic (EPA Methods 8080 and 7060, respectively). The analyses performed for this soil sample occurred as the result of a miscommunication with the laboratory. At Oil Well Site No. 1, elevated TRPH concentrations were identified in five samples. The concentrations ranged from 5.68 mg/kg to 3360 mg/kg. Three samples from Oil Well Site No. 2 were identified with TRPH concentrations ranging from 23 mg/kg to 3780 mg/kg, and two samples from Oil Well Site No. 3 were identified with TRPH concentrations ranging from 506 mg/kg to 13,700 mg/kg. Soil sample HROW3-SB6 (Oil Well Site No. 3) was found to have an arsenic concentration of 2.73 mg/kg. No pesticide constituents were detected in this sample. As noted above, sample HROW3- 111 was not analyzed for TRPH. A tabulated summary of the analytical results is presented in Table 5-5, and the sampling locations are presented in Figures 5-7, 5-8, and 5-9. The laboratory report is presented in Appendix C. 5.4.2 Groundwater Sampling ANALYTICAL RESULTS FOR GROUNDWATER SAMPLES ' Two groundwater samples were collected from each oil well site, in addition to one duplicate collected at Oil Well Site No. 2. All samples were analyzed by EPA Method 418.1 (TRPH). None of the samples were identified with TRPH concentrations above the laboratory's MDL. A tabulated summary of the analytical results is presented in Table 5-6, and the sampling locations are presented in Figures 5-10, 5-11, and 5-12. The laboratory report is presented-in Appendix C. 5.5 VOLUMETRIC EVALUATION OF SOLID WASTE The total weight of materials located in the cattle dipping vat, associated maintenance area, and the two hunting camp areas is estimated to be 662 tons. A summary of the materials evaluated for removal and their associated approximate weights is presented in the following sections. 5.5.1 Cattle Dipping Vat and Associated Maintenance Area CATTLE PEN AREA • There is approximately 8100 linear feet of 6-inch x 4-inch wooden fencing, including an estimated 100 wooden poles associated with the fencing. The weight of these items is estimated to be 24 tons. • The pole barn area within the corral is comprised of eight wooden poles, a steel squeeze-shoot, a tin roof, and wooden framing. The weight of these items is estimated to be four (4) tons. Ayres Associates 64 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 16116 I I I I a h h: a M I ti w 4 (� N m co o aozzzzcoNci a ) aaa ¢ aa « o 111 � _ � co � zzzzzzzz a w a E 2 N V <ct W r p, a cco o J v r_-_, ^ E m o N Q o ao (V co vt c17 M r- c.4 a d ❑ c:i z a, mm m mmm m w o c W k W � u3u� cnuOcn � Q 0) f4 4 0 } in LW H O J a. °' S 'S � � s o a) < ZZZZNZZ >- •4 •o C £ Zcsi i o �n W Q a) W J W d ° ° ° ° CC ° CC ti v p. W 3 N �? z z z z z 2 r Q 6 0 c!) E N ix F�- O w A I J JDNaZ 0 73 o y. _JJ V1ra Q7 Q re a) ijj ° 0 y F U Z Z x x o LL a pF- ❑ f1al a a c LC'Lo *0 o J W J 1- 0, o < N N O U , IL 9 Z O ti d c W a N. t up � o � � o a 0 z 000 � � ao � w a 00mzN10rc01� zv o 0Ezzz � ,� zz w ° U I x I 2 U o �' � w � m � ro oI U 2 G O F Cl.I 0 Q U 0 Q A U a I rt w w � o b co a `4', Ir 0 oO m to P o E c m y q - 0 n N M �' to (D r- 'L` 0 m N ch v K) fO h . N fY al Z ,�, f� [A 017 CD CD m CX1 m o It zLc, CO CO CD CO 03 m CO >0 0 w o� F . Cn fn (n In fn fn fn # m a L (n In (n U7 fn en (n cm» m •" - c W Q LL 7 0 m w a LL 7 m Q U m J O 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 O a o a tY IY cc Cr CY tY C3_' p = -y° 0 CIC CC CC CC CC IY C = y Z .c („ 11 -.� < C Tz X2222 a < 0 22 2221 = Lu y ¢ S I' O 2 O z «' WCC i u I- I I • ■ ' 0, ;I 0 I J \ / / / / / / / / / / / / / / / \ IL_.) - 1000 GAL.PROPANE TANK \ SHED \ I 0/1N SEPARATOR \ • u \ GRASS \ { TRASH I OIL WELL \ PUMP JACK TRANSFER N • PJPINGPP�_� I \ AOUlNOX \ TANKS • \ . • \ 4,--'--WELL \ HEAD \ \ \ \ I \ A HROWI BI CLEAN + CONTAMINATED VRPH NDi FILL STOCKPILED „Am 0 HROWI-S82 SOIL \ © -TRPH 2860 mg/kg 4X900 BBL O ASTs TRANSFER QOM GRASS I A 0 PUMP I HRONI 83 ♦HROW!-5B5 \ TARN 5.68 mg/kg 0 TRPH 3360 mg/kg{ \ TRANSFER \ A \ PIPE I • HRO►Y1-584 \ trRPH 1200 mg/kg I\ \ \ • O • \ o \ Xct \ N / / ' / / / / / / / / / / / 4 HRON'I-S85 HROWI-S87 ITRPH 13.8 mg/kg) TRPH ND LEGEND I / BERM A SOIL BORING LOCATIONS 6-0 ND BELOW LABORATORY METHOD DETECTION LIMITS 1 HEARN/REX PROPERTIES SCALE! 1" _ 50, PR 30? T 0216.00 Phase I/Phase It Environmental Assessment FIGURE: iilt DRAWN BY: DAFE, Collier County. Florida CADD 07/19/95 OIL WELL LOCATION •/ CHECKED BY, DATE, 5 C.Hom;lton 07/19/95 Soil Sampling Locations 5 - 7 /aSSOC1A TES APPROVED BY,DA'E, with TRPH Concentrations ; SK '.000 AI i w O i I / / / / / / „ / / / , I CONTAMINATED HROW2-SB4 \ STOCKPILED ROAD A tTRPH ND OAD Tho 5113 TRPH ND HRQN2 •82 ©� X400 BBL TRANSFER RPM----- P�H ND� A © \ ASTs PUMP '"--3 ` I GRASS HROW2-S85 0 HRpN2-SBI ` iTAPH 3740 mg kg VrRPH NDj 1 TRANSFER PIPE 4 CLEAN FILL t 01 t 6 i . 01L 75 I WELL PUMP OIL/WATER JACK � SEPA.R4 TOR 0 } AOUINO (' { TANKS I t WELL HEAD PROPANE i TANK I . 3 _. i HR0W2-S87 HRON2-586 ITRPR 37 mg/kgi TRPH 23 mg/kd z n ILEGEND I / / BERM A SOIL BORING LOCATIONS ND BELOW LABORATORY METHOD DETECTION LIMITS IHEARN/REX PROPERTIES SCALE: I" = 50' PR JEC30-02/6.00 Phase I/Phase .11 Environmental Assessment F 1 GORE: i DRAWN ins DATES Collier County. Florida _ CADD 07/19/95 CHECKED 8Y: DATE. OIL WELL LOCATION *2 AvRE 5 C. Homillon 07/19/95 Soil Sampling Location 5 — APPROVED BY:DATE, ASSOCIATES with TRPH Concentrations ISK 1 0 1 di IOrPROPANE TANK I 0/W SEPARATOR I0 CONTAMINATED STOCKPILED OIL WELL 1 SOIL PUMP JACK SDAQUlNOX TANKS TR. SFERPIPIWELL HEAD ii I H-• SBI CLEAN 4 X 4BBL O TR FILL 010 A5T5 A1 \ HPcOw3-S'B2 NDPHI TRANSFER HROW3-S; .�©� , v PUMP TRPH HRON -5E15 r • NO ` - TR M 06 HROW3-SB4 5R 7T 00 mg/kg . • ♦ 1Q OFF cr I , / I / / / / / J / / / / . / . 1 - . / ! / f f A HROW3-5135 A ARSENIC HROW3-587 I 2.73 mg/kg TRPH ND LEGEND moo. / / BERM I A SOIL BORING LOCATIONS 0 AREA OF SPILLED CRUDE OIL N ND BELOW LABORATORY METHOD DETECTION LIMITS IHEARN/REX PROPERTIES OJECSCALE: 1" = 50' .R 30-T 0216.00 Phase I/Phose IT Environmental Assessment FIGURE: L DRAWN BY: DAPS, Collier County, Florida CADD 07/19/95 OIL WELL LOCATION `3 1/ 5 I .CKED DATE, C C.HamiltItoo n 07/19/95 Soil Sampling Locations ASSOCIATES APPROVED AT DATE: I` with Analytical Results SK 1.000 I r TABLE 5-6 OIL WELL SITES ANALYTICAL SUMMARY - GROUNDWATER JUNE 21, 1995 ■ HEARN/REX PROPERTIES ■ COLLIER COUNTY, FLORIDA OIL WELL #1: TRACT 009-007 SAMPLE NO. EPA METHOD 418.1 (TRPH) (See Figure 5-10) mg/L HROW1-TW1 ND* HROW1-TW2 ND 'ND:below laboratory method detection limits OIL WELL #2: TRACT 001-018 SAMPLE NO. EPA METHOD 418.1 (TRPH) (See Figure 5-11) mg/L HROW2-TW1 ND HROW2-TW2 ND DU #3 ND (HROW2-TW2) OIL WELL #3 TRACT 001-018 SAMPLE NO. EPA METHOD 418.1 (TRPH) (See Figure 5-12) mg/L HRWO3-TW1 ND H ROW3-TW2 ND NO FURTHER ACTION CRITERIA.CHAPTER 62-770,FAC: TRPH = 5 mg/L r r r 1606 I 4 / / / / -/ / / / / / / / / / / \ C ) - 1000 GAL.PROPANE TANK SHED \ 01W SEPARATORI. , \ GRASS \ 7 TRASH OIL WELL \ PUMP JACK TRANSFER \ PIPINGI \ Pi\ AQUlNOX \ TANKS HROWJ-Rv2 •A 111 • \ ., s ITRPN ND) ' -WELD 11111 \ \ \ \,\ \ I \ \ CLEAN FILL CONTAMINATED \ STOCKPILED 0 \ SOiL iml \ 4 X 400 BBL \ ASTs © TRANSFER Q� GRASS \ FQ \ © '.1 PUMP 111 \ © \ \ TRANSFER \ \ PIPE / \ \ \ 1 \ \ \ a \ \� s/ / / \ / / / / / / / / / / / / 1 HROWI-TW J TRPH ND] LEGEND I / / BERM TEMPORARY MONITORING WELL LOCATION ND BELOW LABORATORY METHOD DETECTION LIMITS IHEARN/REX PROPERTIES SCALE: I° = 50' PR JEC 30T 0216.00 Phase I/Phase 1I Environmental Assessment FIGURE: 0 DRAWN 9Y- DALE. Collier County, Florida GADD 07/19/951 OIL WELL LOCATION *I 1//�E 5 CHECKED DATE. `./ -(0 r C. Hamilton 07/19/95 Groundwater Sampling Locations ASSOCIATES APPROVED DTI DATE: with TRPH Concentrations lmg/LJ ,_, SK 1.000 .1O 160 6 , .„, I CONTAMINATED I / , , / , / , , / ' STOCKPILED ROAD SOIL Q lis 4 X 400 BBL TRANSFER © ASTs PUMP 7 I GRAS'S 0 1 TRANSFER PIP / CLEAN FILL &HROM2-7W2I TRPH NO I OIL 1 I WELL PUMP OIL/WATER JACK SEPARATOR OUlNOX .--. TANKS \ WELL HEAD PROPANE I TANK ♦ I i , S I HROW2-TWI (TRPH ND] ILEGEND I '`- `- ` ` BERM TEMPORARY MONITORING WELL LOCATION ND BELOW LABORATORY METHOD DETECTION LIMNS IHEARN/REX PROPERTIES SCALE: /" = 50' PROJECT 0216. 00 Phase 1/Phase II Environmental Assessment FIGURE: DRAWN BYE DATE, Collier County, Florida CADD 07/19/95 ^ FRES CHECKED BY, DATE! OIL WELL LOCATION `2 5 -II C. Hamilton 07/19/95 Groundwater Sampling Locations A S S O C1A T E S APPROVED BY,DATE, IIIwith TRPH Concentrations SK Ee 14U6 I r/ 0,,_PROPANE TANK `0/W SEPARATOR • I . . , . . CONTAMINATED . s. . STOCKPILED OIL WELL s. SOIL PUMP JACK ` AQUINOX TANKS NROW3 TW2 I • 6.TRPN ND TRANSFER PIPING 4,-.-. -WELL HEAD CLEAN 4x400BBL FILL ASTs , .�© TRANSFER © PUMP J I . e / . . , , / , / „ 6• HROW3-TWI TRPR NO lit LEGEND / BERM STEMPORARY MONITORING WELL LOCATION I0 AREA OF SPILLED CRUDE OIL ND BELOW LABORATORY METHOD DETECTION LIMITS IHEARN/REX PROPERTIES " PROJECT ND.: SCALE: = 50 30-0216.00 Phase I/Phase .5 Environmental Assessment FIGURE: ORAriN DT: DATE: CARD 07/19/95 Collier County, Florida PBB DATE: OIL WELL LOCATION •3 �,12 AIRES Hamilton 07/19/95 Groundwater Sampling Locations .QSS�C�A TES APPROVED B .DATE: with TRPH Concentrations U 5K 1.000 `., I — - I TH-6] MAINTENANCE AREA • The maintenance shed closest to the vat consists of 10 wooden poles, a tin roof, siding, and wooden framing. The weight of these items is estimated to be three (3) tons. • The maintenance shed located farthest from the vat consists of 10 wooden poles, a tin roof, siding, and wooden framing. The weight of these items is estimated to be three (3) tons. • The outhouse is estimated to be 0.5 tons. • Miscellaneous debris located around the site includes two tractor tires, one freezer, one engine block, one 4x4 vehicle, one trailer-mounted storage tank, plastic tubs, scrap metal, scrap wood, and barbed wire. The weight of these items is estimated to be 14 tons. 5.5.2 Hunting Camp Areas HUNTING CAMP NO. 1 • Two house trailers- Price for removal and disposal is based on a lump sum cost. • A total of seven, separate debris piles consisting of car chassis, wheel wells, tires, household appliances, wood, household garbage, carpeting, and scrap metal are present in the area. The weight of these items is estimated to be 318 tons. • An abandoned wooden structure, located south of the debris piles, measures approximately 35 feet x 15 feet. The weight of this structure is estimated to be 60 tons. HUNTING CAMP NO. 2 • House Trailer- Price for removal and disposal is based on a lump sum cost. • Two pole-type barns are located in the main area of Hunting Camp No. 2. The weight of these structures is estimated to be four(4)tons. • The estimated weight of the recreational vehicles and camping trailer sheltered in the two onsite pole barns is 10 tons. • An outside kitchen, with appliances, and a sink is sheltered beneath two screened structures. The estimated weight of these items is 10 tons. • Two small storage tanks mounted on a flat bed trailer are estimated to weigh 1 ton. • A wood-frame house and roofing material (not including the contents) is estimated to weigh 100 tons. Ayres Associates 73 a:mswvrd\hearnrex.rpt JN:30-0216.00 August 1995 I il • Two animal sheds and a fenced area is estimated to weigh 20 tons. • An onsite debris pile includes scrap wood, wooden fence posts with barbed wire, waste vegetation, scrap metal and car parts. The pile covers an area of approximately 43 feet x 20 feet. The estimated weight of this debris pile is 90 tons. 1 5.6 LABORATORY DATA VALIDATION The laboratory data for this Phase I/Phase II Environmental Assessment have been reviewed for validation. The purpose of the validation process is to determine the validity and reliability of the reported laboratory data. l� Analytical results for soil sample HRCV-SB4 and its duplicate sample (CV-DUP) indicate a discrepancy in the range of toxaphene concentrations between the two samples. However, this should not necessarily be interpreted as a QA/QC problem within the laboratory. Due to the viscous and insoluble nature of toxaphene, the replication of results for duplicate soil samples generally is difficult, and the occurrence of discrepancies in duplicate samples is not uncommon. The arsenic concentrations between these two samples tends to support this, since there is little difference in the arsenic concentrations between sample HRCV-S64 and its duplicate (17.7 mg/kg and 17.5 mg/kg, respectively). A chloroform concentration of 5.11 pg/kg was identified in soil sample HRPS2-BW1. Although it is not uncommon to find chloroform concentrations as part of naturally occurring background conditions, the available data indicate that the presence of chloroform in this sample is likely representative of a laboratory artifact. The analytical results for groundwater sample HRPS2-TW1 does not indicate the presence of MTBE, while the results for its duplicate sample (DUP#6) identify a low concentration of MTBE. This suggests a discrepancy between the sample and its duplicate; however, upon noting that the duplicate concentrations for toluene and xylenes are only slightly elevated over those reported for sample HRPS2-TW1, it becomes apparent that the MTBE in the duplicate sample is only slightly elevated above its MDL of 1.0 µg/L. Based on the difference in the concentration ranges between sample HRPS2-TW1 and its duplicate, it is likely that MTBE is also present in sample HRPS2-TW-1, but slightly below the 1.0 µg/L. MDL. Therefore, MTBE appears as a "non-detect" for sample HRPS2-TW1. Overall, the duplicate analyses indicate conformance with laboratory QA/QC. Additionally, the analytical results for all equipment blanks did not identify the presence of contaminants above the laboratory's respective MDLs. The data quality presented in the laboratory report is good and useable for the intended ' purpose of this report. The analytical results were reviewed for compliance with QA/QC protocol, and the laboratory's internal quality control is summarized within their report presented in Appendix C. Ayres Associates 74 a:mswordlheamrex,rpt JN:30-0216.00 August 1995 I 0 1 6l 6 1 1 6.0 CONCLUSIONS AND RECOMMENDATIONS 6.1 CONCLUSIONS The SFWMD retained Ayres Associates to conduct a Phase I/Phase II Environmental Assessment for in an area of approximately 2,393 acres located in northwestern Collier County, Florida. The property, referred to as the Hearn/Rex properties is a proposed SFWMD land acquisition for the CREW project, which includes nearly 55,000 acres in Lee and Collier counties. The Hearn/Rex properties are comprised of seven tracts of land: 001-007, 001-008, 001-009, 001-018, 001-026, 001-027, and 001-029. The objective of the Phase I/Phase II Environmental Assessment was to identify areas that may potentially impact soil and/or groundwater quality within the proposed acquisition and to conduct soil and groundwater sampling within previously identified areas of environmental concern. The objective was met through a site reconnaissance, inquiries of persons knowledgeable of site activities, a review of current and historical aerial photographs, a review of environmental regulatory records, and the collection of soil and groundwater samples for the purpose of obtaining analytical data. A questionnaire summarizing our findings is presented in Appendix D. On June 19, 1995, Ayres Associates' representatives performed an extensive site reconnaissance to visually survey areas of environmental concern pervasively identified by the SFWMD. These areas included: • three active oil well sites within Tracts 001-007 and 001-018; • two hunting camp areas within Tracts 001-026 and 001-029; and • two former pesticide staging areas, a former cattle dipping vat, and its associated maintenance area in Tract 001-027. Based on a previous site reconnaissance conducted by the SFWMD on January 24, 1995, the SFWMD was satisfied that no readily identifiable areas of environmental concern were present within the remaining two tracts (Tracts 001-008 and 001-009). Therefore, these tracts were not evaluated during Ayres Associates' June 19, 1995 site reconnaissance and Phase II assessment activities; however, the two tracts were included in the Phase I assessment activities. The current, predominant land use is agricultural and cattle grazing. Three locations _along the acquisition area's western boundary are utilized for oil production. In the eastern portion of the proposed acquisition, two small areas are used for hunting/camping purposes. I A review of historical aerial photographs and information obtained from current leasees of the proposed acquisition area confirm that past land uses have included the following activities: • Prior to 1974, much of the acquisition area and surrounding areas were undeveloped freshwater marshes or wooded and scrub uplands. Ayres Associates 75 a:mswordlhearnrex.rpt JN-30-0216.00 August 1995 I �.a� 160 6 • Farming and cattle grazing have been the predominant activities through most of the 1/ area's land use history, particularly since 1974. These activities have included the use of pesticides. • Landfilling activities within Tract 001-029 were conducted; however, the period during which these activities took place is unknown. Presently, cleanup of the landfill is being conducted by the current leasee. • Oil production activities have been conducted within the acquisition area since 1985. Environmental concerns identified during the regulatory inquiry were limited to the oil well production sites. The noted items of concern included: • improper disposal of materials, • leaking drums containing the chemical Aquinox, • improper equipment maintenance resulting in petroleum-related leaks, • improper cleanup procedures after oil spills, and • the presence of contaminated soil stockpiled at each of the oil well sites. Additionally, the owners of Oil Well Site No. 3 have received several notices of violation since 1991 regarding the improper disposal of wastes, improper cleanup after spills, and failure to report the occurrence of spills. An evaluation of potential soil and groundwater contamination was conducted during the rweeks of June 19 and 26, 1995. These activities were performed at the former cattle dipping vat, the cattle dipping vat maintenance area, two former pesticide staging areas, ••. and the three oil well sites. Soil sampling activities included an organic vapor soil screening and the collection of soil samples for laboratory analyses. The groundwater sampling activities included the installation of temporary monitoring wells and subsequent collection of groundwater samples for laboratory analyses. The analytical results for the contamination assessment identified the following concerns: Cattle Dipping Vat • The organic vapor soil screening did not identify the presence of non-methane organic vapors in the tested soil samples. • Elevated concentrations of toxaphene (56.4 mg/kg to 4300 mg/kg) and arsenic (0.899 mg/kg to 112 mg/kg) are present in the soil located in close proximity to the former cattle dipping vat. • Elevated concentrations of toxaphene (157 p.g/L to 216 µg/L) are present in the groundwater sampled from the wells placed in the immediate area of the cattle dipping vat. The concentrations greatly exceed the 3 µg/L MCL established for primary drinking water standards. No toxaphene was identified in the existing potable well or in the upgradient and downgradient temporary monitoring wells. I . Elevated concentrations of arsenic (0.092 mg/L to 11 mg/L) were identified in all of the temporary monitoring wells and in the existing potable well. All arsenic concentrations exceed the 0.05 mg/L MCL established for primary drinking water standards. Ayres Associates 76 a:mswordlhearnrex.rpt JN:30-0216.00 August 1995 1 • U +- 1b I The presence of toxaphene and arsenic in this area are most likely attributable to the cattle dipping practices historically conducted at the site. The pesticide and arsenic contamination appears to be limited to the immediate vicinity of the cattle vat. Cattle Dipping Vat Maintenance Area The organic vapor soil screening identified very low concentrations of organic vapors, exclusive of methane, in the tested soil samples (3 ppm to 4 ppm). These concentrations are not indicative of excessively contaminated soil and do not present significant environmental concerns. Soil and groundwater sampling were not performed in this area, since the site reconnaissance and available historical land use information did not suggest the use or storage of pesticides in the immediate vicinity. Pesticide Staging Areas • The organic vapor soil screening did not identify the presence of organic vapors, exclusive of methane, in the tested soil samples. 1 • The analytical results did not identify the presence of pesticide-related constituents .in any of the soil or groundwater samples. • A low concentration of chloroform (5.11 pg/kg)was identified in one soil sample. • Low concentrations of toluene (1.07 pg/L to 5.55 pg/L), xylenes (1.26 pg1L to 3.66 pg/L), and MTBE (1.03 pg/L to 4.01 pg/L) were identified in several of the groundwater samples. The presence of chloroform in one soil sample is most probably representative of a laboratory artifact and does not present a significant concern. The gasoline constituents (toluene, xylenes, and MTBE) identified in the groundwater samples are likely related to minor gasoline spills that may have occurred during the fueling of agricultural maintenance equipment. The concentrations of these constituents are not significant and fall well below the No Further Action criteria established by the FDEP for petroleum- related cleanup. Oil Well Sites • The organic vapor soil screening identified non-methane organic vapors in two soil samples. One sample, from site no. 2, measured a concentration of 40 ppm. The other sample, from site no. 3, measured a concentration of 300 ppm. No organic vapors, exclusive of methane, were identified in the soil samples tested at site no. 1. • TRPH contamination of the soil is evident at all three oil well sites. TRPH concentrations are found to range from 5.68 mg/kg to 13,700 mg/kg between the three sites. • The presence of TRPH concentrations was not identified in any of the groundwater samples collected from the three oil well sites. • An arsenic concentration of 2.73 mg/kg was identified in a soil sample collected from Oil Well Site No. 3; however, no pesticide compounds were identified in this sample. 111 Excessively contaminated soil was not identified at Oil Well Sites No. 1 and No. 2; however, the one soil sample identified at Oil Well Site No. 3, with an OVA measurement of 300 ppm, indicates the presence of excessively contaminated soil. Ayres Associates 77 a:mswordlhearnrex.rpt JN'30-0216.00 August 1995 1 /r ` 1606 I........ , wil Because no pesticides were detected with the identified arsenic concentration in one of the soil samples collected from site no. 3, it is possible that the presence of arsenic in this sample is representative of natural background conditions. In support of this I interpretation, information obtained from the publication Chemical Equilibira in Soils (Willard L. Lindsay, 1979), indicates that the selected average for arsenic in soil is 5 mg/kg. Additionally, U.S. Geological Survey Professional Paper 1270(1984), reports I that the range of arsenic content in surficial soil in southwest Florida can range between less than 0.10 mg/kg to approximately 4.1 mg/kg. I The volumetric evaluation conducted at the two hunting camps, cattle dipping vat, and its associated maintenance area has determined the total weight of waste materials to be removed is approximately 662 tons. The estimated removal cost for the waste 1 materials is $31,970. 6.2 RECOMMENDATIONS IAyres Associates recommends that additional environmental activities be conducted at the proposed acquisition areas which have been identified as having contamination Iduring the Phase El assessment activities. These areas include: • The cattle dipping vat (Tract 001-027), and I • The three oil well sites (Tracts 001-007 and 001-018). The total estimated liability cost for remediating the cattle dipping vat and removing the yr referenced solid wastes from the proposed acquisition area is $454,000 to $510,000. While a unit cost estimate has been made for remediation of the oil well sites, the above cost estimate does not reflect this, since a $1,000,000 surety bond is in place for I cleanup costs associated with the oil well sites in the event that the owner(ENEX Resources) does not assume cleanup responsibilities. Details of these cost estimates are discussed in the following sections, 1 6.2.1 Cattle Vat Residual toxaphene and arsenic have been detected in the soil and groundwater around Ithe former cattle dipping vats. Although the State of Florida does not currently have regulatory standards for arsenic and toxaphene contamination in soils at cattle vats, FDEP issued an internal memorandum dated October 13, 1993, which defined an I "Interim Approach for Known Cattle Dipping Vat Site Locations". The memorandum listed a clean-up level of 0.7 mg/kg in soil assuming a Residential land use scenario. The memorandum also listed four conditions that may require "immediate action" at any Igiven cattle vat: 1. The site is located within 1000 feet of developed properties. I 2. The distance to a potable drinking water supply well is less than 1000 feet. 3. The present land use creates significant amounts of airborne dust. 4. Conditions are observed in which actual or probable exposure routes to Ihuman or environmental receptors are complete. It Ayres Associates 78 a:mswordThearnrex.rpt JN:30-0216.00 August 1995 1 0 I n 6 Condition 2 clearly applies to the cattle vat site. An argument could be made that Condition 4 is also present in that an exposure route to human receptors may exist via the close proximity of the vat to the adjacent cattle pen. In Ayres Associates'judgment, Conditions 1 and 3 are not present. Activities undertaken during the present Phase II assessment have satisfied most of the applicable "immediate actions" as defined in the FDEP memorandum. The FDEP contracted Woodward-Clyde Consultants to prepare a report entitled: Cattle Dip Vat Assessment Program, A Summary Report. The report is dated January 1995 and lists "acceptable soil concentrations"for various metals and compounds based on several land use scenarios. Using a Restricted I use scenario (agricultural with moderate site contact) for cattle vat sites, the Woodward-Clyde report lists acceptable levels for arsenic and toxaphene in soil at 5 mg/kg and 6 mg/kg, respectively. As of this writing, FDEP has not modified these levels. Therefore, according to the above criteria, soils in the vicinity of the former cattle dipping vat exceed acceptable concentrations with respect to arsenic and toxaphene. The SFWMD is advised that during the last congressional session, the Florida legislature did not vote on a funding bill for cleanup of the state's cattle vat sites. However, this bill remains on the state legislature's list of outstanding issues. Should the state legislature eventually approve a reimbursable funding program for cleanup of ' cattle vat sites, then the SFWMD's costs for remediation of the cattle vat site, as described under Options 2 and 3 below, could be nil. However, a minimum interim period of one year between state approval of the program and its implementation should be expected. Various options that the SFWMD should consider for additional environmental activities at the cattle vat site are as follows: Option 1. No Further Action As discussed above, arsenic concentrations in soil at the cattle vat exceed the cleanup goal of 5 mg/kg established by FDEP in the report prepared by Woodward-Clyde (1995). The designated soil clean-up goal of 6 mg/kg for toxaphene is also exceeded. In addition, the MCLs for both arsenic(0.050 mg/L) and toxaphene (3 pg/L) are exceeded in groundwater at the cattle vat site. Therefore, in Ayres Associates'judgment, an NFA decision for the cattle dipping vat is not advisable from a perspective of potential liability exposure to SFWMD. Regardless of the ultimate decision for subsequent action at the cattle vat, Ayres Associates recommends an NFA for soil and groundwater contamination at the adjacent maintenance area. This recommendation is based on the observation that contamination detected at the maintenance area is very low and localized. Option 2. Phase Ill Assessment and Source Removal In Ayres Associates'judgment, Option 2 is most likely the minimum action that should be taken at the cattle vat site. This judgment is made in consideration of the observation that Conditions 2 and possibly 4 requiring "immediate action" at cattle vat Ayres Associates 79 a:msword\hearnrex.rpt JN:30-0216.00 August 1995 160 6 - sites, as listed in the 1993 FDEP internal memorandum, apply to the cattle vat. In addition, data presented in this Phase II Assessment confirm soil and groundwater contamination at the cattle vat. The first step under Option 2 would be to conduct a Phase III Site Assessment. This assessment would involve collection and analysis of additional soil samples in order to fully delineate the extent of soil contamination a the cattle vat. Estimated cost for this Phase III Assessment is approximately$15,000. Remediation of the cattle vat site would involve removal and disposal of the vat and associated contaminated soil. The excavated soil would be sampled and analyzed for TCLP arsenic and toxaphene in order to determine proper disposition of the soil. Cleanup costs would range from $75 to$125 per ton if the soil is characterized as non-hazardous waste. If the soils were ' characterized as hazardous waste, removal and disposal costs for soil would be between $400 and $700 per ton. Therefore, if the soil in the immediate vicinity of the cattle dipping vat was excavated to top of water table (approximately 50 ft. X 15 ft. X 2.5 ft. or 97 tons) and disposed of as a non-hazardous waste, remediation cost would range from approximately $7,300 to $12,150. If the soil samples exceed the TCLP limits for arsenic and toxaphene, then the soil would require treatment and disposal as a hazardous waste. Soil remediation cost would then range from approximately$39,000 to $68,000. Therefore, total estimated costs for Option 2 assuming soils are non- hazardous range from $22,300 to $27,200 and from $54,000 to $83,000 assuming the soils are hazardous. The maximum regulatory concentration for arsenic and toxaphene in solid waste as �• determined by TCLP is 5.0 mg/L and 0.5 mg/L, respectively (40 CFR, Subpart C, 264.24). This means that any soils at the cattle vat that exceeds 5.0 mg/L of arsenic and/or 0.5 mg/L of toxaphene, respectively, using the TCLP analytical method would be ' classified as hazardous waste. The highest concentrations of arsenic detected in soil and groundwater from the vat area were 112 mg/kg and 4.86 mg/L, respectively. Therefore, it is unlikely that the TCLP limit for arsenic would be exceeded. However, the high concentrations of toxaphene detected in both soil and groundwater at the vat indicate that the TCLP limit for toxaphene would most likely be exceeded and, therefore, the soil would need to be managed as hazardous waste. 1 Option 3: Phase III and Health-Based Risk Assessment As stated above, the MCLs for arsenic and toxaphene were exceeded in groundwater samples from the cattle vat area. However, in Ayres Associates'judgment, a more comprehensive Phase III Site and Risk Assessment of arsenic and toxaphene contamination in both soil and groundwater should be performed before any firm plans for remediation are formulated. This Phase III assessment would include a general health-based risk assessment for arsenic and toxaphene exposure. The Phase III assessment would be used to support either a proposed cleanup method, including clean-up level(s) for arsenic and toxaphene, or a conclusion that source removal alone (Option 2) is adequate. Estimated costs for this Phase Ill assessment range from approximately $40,000 to $60,000. I I' Ayres Associates 80 a:mswordlhearnrex,rpt JN:30-0216.00 August 1995 111 0 160 -- 6- I ........, IOption 4. Phase ill Assessment, Source Removal, and Groundwater Remediation IShould either regulatory enforcement or the health-based risk assessment result in groundwater remediation in addition to source removal, the estimated costs discussed in Option 2 will increase substantially. IAssuming that Option 3 is exercised and groundwater remediation goals of 0.050 mg/L of arsenic and 3 pg/L of toxaphene are established,Ayres Associates would design an I on-site remedial system at the cattle vat. This system would likely involve either ionic exchange or precipitation for removal of the dissolved arsenic. Toxaphene would likely be removed using a multi-stage, activated, carbon adsorption filter system. Estimated I costs for design, installation, and operation of this system range from $275,000 to $350,000. Therefore, a total remediation cost involving Phase III/risk assessment, source removal, and groundwater remediation at the cattle vat site could be as high as I $478,000. Considering the rural location of the property, the system would require constant attendance by operating personnel throughout the groundwater remediation period, which is estimated to be approximately two to four weeks. IA cost matrix for the various options discussed above is presented in Table 6-1. ITABLE 6-1 REMEDIAL OPTION COST MATRIX, CATTLE VAT 1 _ ACTION TOTAL ESTIMATED MAXIMUM COSTS 1 Soils Classified Soils Classified State Reimbursement Non-Hazardous Hazardous Program Approved (2) IOption 1 $ 0 $ 0 $ 0 IOption 2 $ 27,200 $ 83,000 $ 0 I Option 3 $ 60,000 $ 60,000 $ 0 Option 4 $ 422,150(1) $478,000 (1) $ 0 I (1) Assumes that Option 3 will be exercised (2) Assumes that all project costs will be reimbursable I IAyres Associates 81 a:msword\hearnrex_rpt JN:30-0216.00 August 1995 I ( ) 160 6 I 6.2.2 Solid Waste Removal Cost Estimates An estimated unit and total cost for removal of solid waste at the cattle dipping vat, maintenance area, and hunting camps are presented in this section. The estimated total cost for removal of solid waste materials is approximately $32,000. ICattle Dipping Vat and Associated Maintenance Area CATTLE PEN AREA 28 tons x $35/ton = $ 980 Frontend Loader&Operator @ $65/hr. x 16 hrs. = $1,040 1 Rolloff @ $200 each = $ 200 IESTIMATED TOTAL = $2,220 MAINTENANCE AREA I20.5 tons x $35/ton = $ 718 Frontend Loader& Operator @$65/hr. x 16 hrs. _ $1,040 1 Rolloff @ $200 each = $ 200 ESTIMATED TOTAL = $1,958 11111. Hunting Camp Areas HUNTING CAMP NO. 1 378 tons x$35/ton = - $13,230 I Frontend Loader& Operator @$65/hr. x 16 hrs. = $ 1,040 13 Rolloffs @ $200 each = $ 2.600 ESTIMATED TOTAL = $16,870 111 HUNTING CAMP NO. 2 I 235 tons x $35/ton = $ 8,225 Frontend Loader& Operator @ $65/hr. x 16 hrs. = $ 1,040 8 Rolloffs @ $200 each = $ 1.600 ESTIMATED TOTAL= $10,865 6.2.3 Oil Well Sites TRPH concentrations were found to be excessively elevated at the three oil well sites (13.8 mg/kg- 13,700 mg/kg). The standard guidance criteria established for I determining the presence/absence of excessively contaminated soil (Chapter 62-770, FAC) does not include contamination by TRPH constituents. The guidance has been set forth solely to identify soil excessively contaminated by gasoline and diesel fuels Ayres Associates 82 a:mswordlhearnrex.rpt J N:30-0216.00 August 1995 _) 1 60 6 1 since these substances include volatile organic compounds detectable by an OVA. ' TRPH constituents are not volatile in nature and, therefore, are not detectable with an OVA. Instead, the clean soil criteria for treated soil, established in Chapter 62- 775.400(1), FAC, sets a 10 mg/kg guidance standard for TRPH concentrations in soil. Based on the sample locations identified with elevated TRPH concentrations, ' contamination is known to be present in proximity to the ASTs and transfer pumps. Additionally, visual observations indicate that the potential for petroleum-related contamination exists throughout each of the sites within their respective bermed areas. ' These observations included areas where clean fill had been spread about and subsequent rains washed away the fill exposing free-product lying directly on the ground. Therefore, remediation of TRPH-contaminated soil at each site would most ' likely require the removal of all soil within the bermed areas to the top of the water table. The estimated cost for removal and offsite transport of the contaminated soil at each site is as follows: I Oil Well Site No. 1 (approximately 7.756 tons of contaminated soil): ' 7,756 tons x $40/ton = $310,240 $55/hr for excavator x 40 hrs = $2,200 ' $65/hr for loader x 40 hrs = $2,600 TOTAL = $315,040 Oil Well Site No. 2 (approximately 7.844 tons of contaminated soil): ' 7,844 tons x $40/ton = $313,760 $55/hr for excavator x 40 hrs = $2,200 $65/hr for loader x 40 hrs = $2,600 ' TOTAL= $318,560 ' Oil Well Site No. 3 (approximately 7,560 tons of contaminated soil): 7,560 tons x $40/ton = $302,400 $55/hr for excavator x 40 hrs = $2,200 1 $65/hr for loader x 40 hrs = 1 Ayres Associates 83 a:mswordlhearnrex.rpt ..IN:30-0216.00 August 1995 I 1 1 1 ' APPENDIX A 1 Site Photographs 1 1 1 1 1 1 a 0 I6IL6 .• ......i. . .\ cam!' - f' ,y I 1 Ash s� vC?ta.* .: ' 4 ar,5 "' ..,10,r 'AI!b .y t + . a'' 4 -w a IPHOTO 1: Hunting Camp No. 1. Vacant house trailer and storage shed. iIt% i o- 1 t ice. w.;y, , _ .. k ..•_ t I r •. } I 4, _ J• j I 'Z t1a 9} 4 r.. i+ - • l rt `,/16:'''`t do .'yt °"' .► ,b 1 !_.,,* Y4d , Q re , fi i ' c. }. , I PHOTO 2: Hunting Camp No. 1. Dog pen area to the rear-side of the vacant house trailer. CO, _ ____ _ 16____ I ....-, , . , • . Y I N r A 0,r... . • ...A... rt' t Vi1 ill? i,: ; as R . ' � �� ]� 00A - rk)yI '.1e ; • { , t� - 1 art. . r: - '� Xis IN t A Y! , ' 4. � 34. ��,y,,i,,-�y �: ' .,a �i 3Y1! ;k r�e� M � e' 14.41 .R �;, S. r.,-......t",- aw ...,,,,..,--.-Nut i ",,. "iy.,0 : �44. °!'' I PHOTO 3: Hunting Camp No. 1. Aboveground storage tank located near camp entrance. , --..' - rkt . : . , .---:*"%,..::„..- Atwie-.,:- r .L/ . .1. i wpm . ...lit,. . -....„ .. .. 1„,til',.:::::„ '' ..II.„:",,, i x 1, 1.„44 ;•,IIL ii , ► , __ ,. ,p . _ - , r .•, PHOTO 4: Hunting Camp No. 1. Storage shed and debris located adjacent to vacant trailer. I 0 1 6 0 6 I - .: --, . -, , _...... I • , ,„ . „, • •1/4,, \-,_:. . i: „ t 1 , . qt.. .., ...,._ , . ... _......... , .4e, / t ' . --,-•''''''• , -it 1 - ,/,0' " \ .,.,.., , I * .. - - :., ..: 't 40t ei, \ ,',AI .44 / ',' i$ / ' 4 k '' 1 pi • ' . ' • r , . .„. " . .• ,„rir,,004.;;',,,,,1 vi, ' ,.. .,-,.. — .000.- , - • ..q .. .,.. "Ir 111 • " 3 10 . ., .' ' C'.',I.‘. ,*4 i !-2' •-• : 1 • . t b.. t''. -- -•• n. 0 p i , •..^: ,..41; - 4"7 s ..,,, * .' lir :27. ••••••t-' ...." ' , ir. •''' 1 ' . ..„, .r• It, if- • --i--- _ . 1 ";"• f-f-oi— ie.': ...." or Ilw"-- ' - 1--f 1 • I , "'"'4.- ,-4, '• ...„ 11 ' "` - , ' .,.. Iv - dr o " „ - .41 • • „‘., ,..-4, 0. • 1 ' "-. -. t • • r""" "-,,. %r,— .14 - • - i,.., - ... ,,, . ' . :•.7. ti‘s— " - -. , - , ,•••-• .• i,, 4-4 .- .4 • • ".••• I " .• • ,, IPHOTO 5: Hunting Camp No. 1. Potable water well associated with the campsite. I • .,.. f 1 , • . , • 4 I.... . ..1 - , ',-,' ,, it • • 4 • .... 1 . , . -.4‘,..."." '.4...i,, ' „1... .„ , -t-4. f, ir,:' 1 I .4,,,,.,.• . , .e,• • W. „_. k ; ' ,‘,.1 ,..1.-•., ,. '.-'''' .'• ." iliWk-, ''' *erti.c.‘ I 14 tk• . , I -, ' -'' -, ... - • -',1- '- :07,::.-i-',- . I ... - - • •'4*----0". ,- - - I '.` - -''' -....- . „v-• '..-1 -,:tf-et:•- 3.":* - I api..0.... .......60'10. "Z-.4111- .•Aii.-r '', ... I _zna . 7-/1"411r , - - ---...00 -- . . . . .. PHOTO 6: Hunting Camp No. 1. Landfill area where buried debris was removed. I ........,, I 1606 1 . . .... .„. ... . ..,..., _ ,, ,..... _,„ , 4 mm7' ---- 4. t( ir , 4-,4 .,' „..,„..__ . ..,._ , ,,,,, . , . _, ,...,,,. ..., ...,..„-- 40.. .tet y P. +w, �.� y' t. ., 4114, r•40100 % d ; n•? , `L ,\'��y, riF 'r' ; � ' ". 11._ 0 ' , -., '' " I""I''% •' I 4° „`te w sem^ _i .� - ... • '.1 'fir • ~. w .. rr IPHOTO 7: Hunting Camp No. 1. Landfill debris. Note battery in foreground. a 4`+t ' 4 i;i , j j I . F .. ,. I. ,: :, r ft 17-,t,..:14:..- 1'7' ni - + �_ � .y 1 ,ice .i - d '. •-i�'"'' "T S• 1 i-Ir '. 1 ^.14 .'3114„4450-• sit Jgp&9-'r -Y :.''gr ' Al; .. Mk PHOTO 8: Hunting Camp No. 1. One of several debris piles in landfill area. I 1 613_15- 1 ; , 7. 4 _ f 1 : • r .1 wp r 1 �, eo a,. ,..14t, 1.w,+ ,-tom: ,_ '' 'd _ tit ,r vo .:: .� , ,t ,....:11F ► '" % ; ,F * Alec 1 5. dIsmsemt . ., a� � _ _ I PHOTO 9: Hunting Camp No. 1. The abandoned and dilapidated house is in the background. More landfill debris is in the foreground. i . , . . ' ..`'''', • ''-'F'" '49 - V ,...#111 . • • - Illps. J•48 #'tit, .• a y Y4° • w I y fi •1 f, tit .. ... i��-t lFy'� ..r _ � • - r'a► •! • a 1 .01111111— 'g„,„„,,,_ , , ...._ ... 4... . .---, ,.. Igo PHOTO 10: Hunting Camp No. 1. An abandoned truck trailer is in the background. IMore landfill debris is in the foreground. I w a r r- . ,At ti i noel 14. . , 1 of r it*ft raj '4 • m r k Z 4 L .• � y t y4 I '„ 3•. 6 hl• s".•‘,...,/114,411:r.;:. .it. 6 h ,, t s ri 1 !< _7.4 fir A '�� .> $1 y �► cv. Sa"m7° "+ + ' •,`,14 �. ),.?''.4?-‘''',: r T r yl� 9► w s r :.i' f' iu. i.- R I PHOTO 11: Hunting Camp No. 2. Onsite housetrailer and two pole barns located to the right. ...""! V.. tf hi salty . ?Y i- '' ✓Nov: jot 1 - _ . y. i ., • .F:. '.' ,,, ' 6 "I 1•Pilait.:art, 6;t , • M I ` - • , i PHOTO 12: Hunting Camp No. 2. The screened building is housing an outdoor kitchen and outdoor sink. II 0 - 1 6 1 . 1 .. . , ,,,,.... -.. .., ,.,-, .,,,,„.... .,. -, . „,,, . . . ,--,. V-- • • ' ' - - --...., J Y` . .iFff •Aa •-s.' -1" v :1, . 4, ? 4 •, 4'" • i„. ,w• .. '1.,. I 111+ _•_ 1. i — ,144.7i4 rf " ' : gni:; • :r. - - -;', r a "4,ft--.' ':.i. 41 R IPHOTO 13: Hunting Camp No. 2. The series of outdoor refrigerated units. 7E '44, t ` t 4. 11/ � = ,. .$ ' J k N' p= x' aw 6 • • ga r • .4...:-....- r r.""` * ter S yb a #� R d: w '.. - a •II .7 ♦ k.'lk R 11 »., ,a ? *„ , ," i{ ' •} • ;,iy� , I PHOTO 14: Hunting Camp No. 2. A flatbed trailer holding two empty tanks. The `.. purpose of the tanks is unknown. 0 0 I w I•. A , Y •� tib`. ' •I III •Yvr o r ^r: is s � j • ,., i `1 s r - /_ -�a v� . mar,.--{.4. z .:w 1 I .• FES V .c,a„ 1 1 .s ,•fid ,+� ♦i{ > Cr r:. Y � e �_ v 9 ' tJt, �'.•..ya ' ,i �w11 1Sir" K� +.y]„s A, _":4;. 44 4.. 1 e Y �+'4,t A SIM '+ ` i _ +1:{:i. -47:77.,1*:-- Y ,°,11t4-1,-,',y ,47' •�•,.- I .... ,... 4► s2 sr7'._ xi..y r �'�•t�rX�.K'• 2t7''..., I , :�, -4.• }",y ,s. F,, 'Itts �`�.. �.3►.,.'A I PHOTO 15: Hunting Camp No. 2. Large debris pile located behind the occupied residential home within the campsite area. I I + r' °I i1 1 :� v rK.,''..tI ;� cam, v ; F .. ; .j+.:..1••... 1 as a PHOTO 16: Hunting Camp No. 2. A pesticide applicator located behind the occupied residential home within the campsite area. 1 .t6B . 6 . ! '• ` B • � X.!' r , '1. • i.' < 'r' ` _ `• I ` - 4 ,! it r • �1g44.a.',92..' „ 444#J . - 41t_ i • r *. ». '_ate ' _+ .r i t • ...t../..4 i :z • .:. : , .-4: t.- .-- IPHOTO 17: Cattle Dipping Vat. . 44 :1'''''.o V'.111: " -- - i it_ii . '44.•:. . ,. 44. IIInod ,. _.. , .,_ _ i, . .t. , 1..._ ,...,,,,..,.. , f, ......i 7, . , t .1Yr 111 PHOTO 18: Cattle Dipping Vat Maintenance Area. The shed located closest to the cattle pen. I 0 1606 I ,... ,t - , , .. ....—he4 ‘3,..k 4. ` l'ir I, • � . IN I X 7, 4.`i' �'4' � 3• ' � + •i..+.. ..+ '141i' - vtii I I I PHOTO 19: Cattle Dipping Vat Maintenance Area. The shed located furthest from the cattle pen. A Ii, , tr i 7.. ' :.3 ydµ ij.! T' ' Ai+ I y 9 `1bf� f1 j3'q y 1 V. :�. 1.44111k : w< . .•. a 3.1;4;(14. *ie, f AA 'r ` 4 • SSSy •, 1 } PHOTO 20: Cattle Dipping Vat Maintenance Area. Debris located around the shed in so- closest proximity to the cattle pen. 0 1 .. 1 6 11 — _6 I . ,„ . c. , s 0 1 4014, I •" \ - r a y a I. ice ,. �.. I • ,.+.- ! 4".A. 'w i I �`�t ,Lt��i / i' 't 1.4 Yui. d � t i , ""*.,-,,:,14., lit: i-.' ,7,.:::5'.4,:04 k . _ ., ,,,, .. . ?, ,,,,,, PHOTO 21: Cattle Dipping Vat Maintenance Area. Typical 55-gallon drums found lying I around the area. u. i , _ 1 I IPHOTO 22: Pesticide Staging Area No. 1. Area of stressed vegetation. I -1--6-ii- - 0 • • r ,. i . ; • � ( .t6v is4. 11 ' ". - , . Nr i 4 ai lR� . ,,,.... t'.* ' ' f'.'9'. .:e . .'• A:„.... ' , • ..,t ..., .., ....... .,4,. ., ) ,.,/,4,,t.. 4, ....,.. . ,.. , ,. .4, ,aar ..,,a . .M F - - r` ,. Y...J ..14;t:44:". , " < ,'R$ - S 0ye,�p^v ''i, I' a pfi . ,:.$r ��t!��LAS�''r �� {, 4,--..,_ .i_.: 1d:_� .""..N .y"'Y r a'1 •f ;-- ,. 3i".-<ri') 5":3- „—.4 .;41/4.: ''.1V4...." '.. it:.--„,. ..,,.7..f.:...,,...rf i;, i ...', .`. :, :,.• "4•-• )r F PHOTO 23: Pesticide Staging Area No, 1. Area of stressed vegetation containing an unknown crystalline substance. : t di •• ri . ,,.,,,E„ I „. - a - - . .'' '' ., ' ,, , , . , ... I , I I I 1 . ,:jq> tyF, 'E PHOTO 24: Pesticide Staging Area No. 2. Area of stressed vegetation. CO — —41. 641 6 1 . . ... , s • �iA 1 , I ,3' • I` fat v ( C C f .. TCd,: ° „ TTTTT l � A. � • er •a � a •r. Rr s $?• d r1..y jn j. T., ..03-'s •'t r: t L.' t,r I s d 2 � E �y.'�� 4 rx�d�P+ '41`�'r. a 7r'A `'. »I,,yM � °i a aI 1. C" '.*A}.,./...s? 'Y' 1 `�. ! ,' ' t"44-44,,,,r,74.-- F it T,#' ,t ..4 . , , j. 1, • .47 • i,`,..w ,, t;"'( ?= !.[.' t .T iF#: , a. • .Y• 'r •1.. 4 .5+, ,` .% i--,*-404,..r,,,,‘,..,a '? tit' y I PHOTO 25: Pesticide Staging Area No. 2. Area of stressed vegetation. • • y-4 !as 4c1.1' 'll' MP_":1 . ' IN i ' ',",... ' t, a + •u� t .6 tf d ri b, I ,,- V. . sy�"r t • a ' - N. K,r ? ''" a �' n9 .rs �: t w.e.-._ yh ,,fir4 � s� r Ott r'< `� . iiiir s, ,- ,,,... ---m6— 4'1.* .4.', ' ...--..-,t•k-. —.,..,,,,,, - :t ik 4- Clay: I * -, l �doe .i 1yti .410.. c.0.4.4 `.j am PHOTO 26: Pesticide Staging Area No. 2. Area where approximately 100, five-gallon Idrums previously had been stored. The contents of the drums is unknown. ^` I 0 1 6D 6 1 I .� i • 111 _i . i PHOTO 27: Oil well sites. Typical pump site. .o • 1 • • 1 PHOTO 28: Oil well sites. Clean fill material stockpiled at each of the three sites. 1 1606 I I .. I4 - "rte •fit�w 4 A D$kk t. --T. :..? ., Y.K.. ' 1... • ., • .04- ._ .. i.♦I . • IPHOTO 29: Oil well site. Petroleum contaminated soil typically stockpiled at each site. I • _ * •* ,, � I 'i 41146 4 I - .i ifigt "r«.. rstiar 17,-W" .-It'.-,"o- 0 _ • -Rv..•444-** ''' • .4: .°*:M,,. ,y PHOTO 30: Oil well sites. Typical view of leaking transfer lines at each site. The ' oil-water separator is located to the rear-right of the photograph and the storage tanks are to the left. 1 90 160 6 I .104 , -.0-OR 0 e*I t!, 1 r,. . ... • . tr. III I 7' F 'A. •F r.• .0' -. k ,. i ,� I ,.e. • . •; ttI•h fii pA 1 1 PHOTO 31: Oil well sites. Typical storage of 55-gallon drums at each of the three sites. imill 1 1111 Ar tA ■ } � „„. , . . 1 .� , ' t ,�. • . 4 _goo ,,, f� -a I VW r ,_I _�' j S. 1 9 w `-6 ." t, µ- I 1 ,,i'Ito:nit.' ' ._ . _:: :...., _::‘,... I PHOTO 32: Oil well sites. The 55-gallon ASTs and 55-gallon drums containing Aquinox typically located at each site's pump station. 1 160 I I I alirlIM f "� a +' y -lel ',...44,.. -:'-,,:,-- 4141101 . I1101 III •~ T • 1 I PHOTO 33: Oil well sites. Discarded tires, motor oil containers, and anti-freeze containers at Oil Well No. 1. I I . , I s>A . — 0' P I w .. I •4MN PHOTO 34: Oil well sites. Discarded tires and motor oil containers at Oil Well No. 3. I --r,:-.. 1 60 6 1 I I I 1_ I APPENDIX B Boring Logs and Temporary Monitoring Well Construction Details I 1 I t I I II 41) 6iLli .AVRE5 ASSOCIATES I WELL INSTALLATION / BORING LOG PAGE 1 of- 1 JOB NO : 30-021G.D0 — _:.._.------_-- - CLICN 1: SFWM) _ PROJECT ID: Hearn/Rex 2h I/11 _-~I LOCATION: Ccftler County, FL LOGGED BY: C. Ha tilton DRILLER: Ayes Associates START DATE: s/2;/95 START TIME: FINISH DA FE: 6/21/95 FINISH TIME: --___, BORING/WELL IDi. HRDW1-Td1 _ DRILLING METHOD: Stainless Steel Hund Auger - ISAMPL INC METHOD: Auger Cuttings/ DVA-FID Foxboro, Mode( 128GC BORING DIAMETER: a' BORING DEPTH (ft.): 5.0 SCREEN MATERIAL: Scheel. 40 Tri-Lok PVC, Ur' Slot IN NTATERIAL: NA —" - SCREEN INTERVAL: 0 - 5.0' DEPTH-TO-WATER (ft. TOO): 2' -a-I _ WELL DEPTH (ft. bqs): s.o' — F._.._ WATER ELEVATION (ft.): NA _'— TOC ELEVATION (ft.): STICK-UP (fiJ z..5' NOTES: -- . WELL DIAGRAM AEa TNi a 3 c Q I dD 1]ITH0.OGIG DESCRIPTION oQ(Ft.) Q,_ nN 0a ir 0 init.- in 0 az _o as, / m. LIMESTONE, with shell fill, It. grey, wet GM / -1- NS CLAY, dark gray, wet a_ -I d z _ SAND, fine—grained, brown, t sc.r a _ ........N3 i ! w _ I }�� L -G 0 — LIMESTONE, with shell c^c clay, It. gray, wet GC = -s- e- 1 1 . i i I 8 � II i • :ol I' I 1 • v) ND - NO ORGANIC VAPORS • i)IZOX MAIf IOP i -R T SA•,ti ( 1 . -I pig imr:•uxi h �G Ii ! 1,L.is A,f 0 WA iL l Afsk 7 I IND SAWN RI_cairwii ILN` N•^, .>AM 'i r�� Ii\N(7 n;D INI i `! '< l'nti It:f(UI'l) a:• €IANF Cor4:::4-NA;'ID'S ",q'.A'Fit Lit 'C:;i1•',%1, CA..'5ING IN 114214 ANANCF. `i II fLN(:IPi:i4ROLF.UA1 ODOR NO(l'.D 1 CI 1 .&B 6 , __,_____ _ 1 _ _ I YRES ....._ ASSOCIATES r WELL INSTALLATION / BORING LOG PAGE 1 oF JOB NO : :3o-0216.00 ___-.......-._.- I CLIENT: SFWMD PROJECT ID: Hearn/Rex Ph 1/1II LOCATION: Cattier County, FL LOGGED B'': C. Hamilton I DRILLER: Ayres Associates START DATE: 6/21./95 START TIME: FINISH DATE: 6/21/95 FINISH TIME: _ BORING/WELL ID: HatDV1-TV2 _ DRILLING METHOD: Stalnless Steel Hand Au.er ISAMPLING METHOD: Auger CuttInys/ DVA-F1D Foxboro, Model 1286C BORING DIAMETER: 4' BORING DEPTH (ft_): 6' SCREEN MATERIAL: Srhed. 40 Tri-Lok PVC, 0.01' Slot CASING MATERIAL: NA SCREEN INTERVAL: 0 - 6' _ DEPTH-TO-WATER (ft. TOO): 4' -6' IWELL DEPTH (ft. bqs): 6' WATER ELEVATION (ft.): NA TOC ELEVATION (ft.):_ . STICK-UP (ft.) 2.5' NOTES: • 111 WELL DIAGRAM DEPTH.a3 r >a LITHOLOGIC DESCRIPTION 0 p a - 111 N C7 D0 • . Ii -1_ NS LIMESTONE, with shell fill, It. gray GM 1 i . . II - ' .,III ,: CLAY, fine—grained, dk. gray, wet OL _il w rkN -3 w II - SAND, with silt fine—grained, yellow brown, wet su I -4- :1 Ii I ; 1 - -__, -5"_ i SAND. with silt, rine-grained, 1. SM. ::,. = - brown; with limestone last 2 inches, wet = I - _ it 1 -;- . • -13- � f Ii 1 1 I I i I ... _ Mn)s ruRai:I) S . N) NO ORGANIC VAI%C45 D=-.1-C IL.) y 1'PROXIC,+A P IOP or WA Ci:R TAHL - AMf' 1 ,YI I inUNI)Isn1RRE=D I Na SnM'':r. ItFcor4:.:) NS NO `;AMPI I. I (A'.FANDARD "'NI:IRA RCN 1:ii PR'l I - Mi i•.4Nf U7NC:I:Niitn:In>:ti CIY.'A'FR IIIA- ;Dr}::'-"' -aJS\;; Sii 4:i"A.:A.Nr'1. Si?n�';;•';14'ZDI.I:!M (N7w:vol.!) r'4 1. A i 160 6 a 1 I AIRE5 __-- AsspcTATE.S --_ WELLy g A lT \� r WELINSTALLAR)_V / BORING LOG PAGE 1 of 1_ JOB NO : 30-0P16.0:: CLIENT: NEW.-M1) PROJECT ID: Hearn/Rex Ph IDDI LOCATION: Collier Co•.a,ty, FI_ LOGGED BY: C. Han hton DRILLER: Ayres A,sat aces S1.ART DATE: 6/ t/95 S FAR I. TIME: FINISH DA FE: G/i:II/95 FINISH TIME: BORING/WELL ID: HRD V2-TVI _ DRILLING METHOD: Stainless Steel Hand Auger SAMPLING METHOD: Auger Cuttings/-5\7A-FID Fcxboro, Model 12BGC I BORING DIAMETER: 4' — BORING DEPTH (ft.): 55' -- SCREEN MATERIAL: Schell. 40 Tri-I-ok PVC, 0.0_1' Slot CASING MATERIAL: NA SCREEN INTERVAL: 0 - 5.5' — _ DEPTH-TO--WATER (ft. TOC: 1'-- 2' WELL DEPTH (ft. hqs : ;;' WATER ELEVATION (ft.):_NA _� TOO ELEVATION (ft� STICK---UP (ft-) 2.5' NOTES: - WELL DIAGRAM DEFTH,a s 3 s" >a LITHOLOGIC DESCRIPTION I u (5< cn tr CD •_p - LIMESTONE, with shell fill, lt_ gray, wet GM..j. : NS i I i SAND, with silt, fine-grained, dk. brown, wet 5.,1'. 1 i x — --__— • n i - r N o m - -3- SAND, with clay, fine-grained, gray, wet s w -4-- ; SAND, with silt, fine--grcined, gray, wet sI, I -S SAND, tine-grained, yellow brown, wet _ sM, I_.E - ' I SAND, with shell fragments, brown, wet SVi I -s • •I •18_I • I • I . - -- SAMI'E' 1Y1'L al,;N. ,..nxr,r,: NJ NC DNCANIC VAI',^,RS DI II CHI) ♦ •,•' 'RoXINAI'! ICY' DI WA l: . A'..I.E.i I Iia;,:,AY, . :i;cIW:0;:u P' NC `SAPJPL.l: i v, .; . . .K,v,i. 1.1`0.0N1(1 u.K,�..ii o.>c vn._ 11.IR,.ON IF'I (P'1' • CI b i\Nr co.zi:'ii pods Gk_A'=h r1 in ieee 1•iv -'• : : - r pi , •:i V I . :, 1,• 160 6 1 -- AlIRE5 r....., ASSOCIATES -- 4 WELL INSTALLATION / BORING LOG PAGE 1 of , JOB NO : 30-0216.00 i CLIENT: SFMMI) - IPROJECT ID: HeaePh f/II LOCATION: Collierty, i- LOGGED BY: C. Hanrn/Riltoxn DRILLER: Ayres A,sor_ates START DATE: 6/21/95 START TIME: FINISH DATE: 6/2tiy5CounFINISH TIME: BORNG/WELL ID: HROV2-TV2 DRILLING METHOD: Stainless Steel Hand Auger ISAMPLING METHOD: Auger Cuttings/ OVA-FID Foxboro, Model 12851 BORING DIAMETER: 4' BORING DEPTH (ft.): 6' SCREEN MATE IAL: shed. 40 Tri Lok PVC, 0.01' Slot _ CASING MATERIAL: NA SCREEN INTERVAL: 0 - b' _ DEPTH-TO-WATER (`t. TOC): 4• -6• IWELL DEPTH (ft. bqs): r,' WATER ELEVATION (ft.)` NA TOC ELEVATION (ft.): STICK-UP (ft.) 2.5 - NOTES: 1.1 v '-I WELL DIAGRAM • (DEPTH as i? t >a LITHOLOGIC DESCRIPTION 18 U Q 0^ SCD I�� r g. 7 It_ NS LIMESTONE, with she,I iil', IL gray .-.,, jrI I I I II i, I _ I LIII _ SAND, fine-grained, dK. brown, wet ;s�0I !J ' ni IE 11I W �11� -3 f11 '' ` 1 is SAND, { rwet .S.,IIii�1,i. lne-g: oi�ed, oro vn, I -4-1 j 1 IIliIl...,, I = -5- SAND, wi:h fines, fine-greinea, gr y, wet j;,P : c i:-.,m, i I IS 'I I iI i_ I`✓ i ' I I I I j i le I I ,, i -- — — - 69{>!%('Rr,{:u N') Ni) •C; .;ANIC VAP,i-iS !)i1. .... y _ ,?P OXIMA1I IC;' OF WA`: R -alai" AMi'I r IYI'f. .uNiNslumiu) ftN;' < ',,'Pi AN] i S! (SF - Mt ':::N OFN IItAl I,)\is .y=A 1112 ''.A. -"" .'-'V., ^-All!i,N:: IN`_= (.ITA\(;I.. S IRUNi:I"`R'i(ill t.1 ()1-a,i NT)o:is (�;:; {ARU PE NI PA . 0 I * } 1 6 0 6 • I .--.- All'tE5 I ASsacIATES —..__-- -- _ - WELL INSTALLATION / BORING_ LOG PAGE 1 of 1 JOB NO : 30-0216.00 ICUT: SFWMD - PROJFCT ID: Hearn/Rex Ph I/II LOCATION: Coiner County, I'1� —_ _.__ LOGGED BY: C. Hamilton DRILLER: Ayres Associates _ START DATE: 6/21/95 START TIME: FINISH DATE: 6/21/95 FNISH TIME: BORING/WELL ID: HRow3-iwl DRILLING METHOD: Stainless Steel Hand Auger I SAMPLING METHOD: Auger Cuttings/ OVA-FID Foxboro, Model I2BGC _ BORING DIAMETER: 4• BORING DEPTH (ft.): 5' I SCREEN MATE IAL: Sched. 40 1'ri-Lok PVC, 0.01' Slot "CASING MATERIAL: NA SCREEN INTERVAL: 0 - 5' DEPTH-TO-WATER (ft. TOC): r - 2' I WELL DEPTH (ft. bqs): 5' WATER WATER ELEVATION (ft.): NA TOG ELEVATION (ft.): STICK-UP (ft.) 2.5' —NOTES-: I t • 1i1 S WE_L DIAGRAM U �, DEPTHI E,-,:6_, i c, >a LITHOLOG!C DESGRIP?ION ""G _ _ iI 0 =I 7,7 -:: _ - v - SAND, with silt, fine–grained, It. brown, wet Ism I - NS _ i _ -1- IIII I - I .l - - SAND, with silt, fine–grained, 111• I 2 dk. brown, wet SM, Ill , � - 1 I SAND, with clay, dk. gray with Fe- bands, wet sGr� i _ -4- ///A i E 1 - SAND, with silt and lir-.es one fragments at 5', 11,'��' ; , 9 fine–grained, dark gray, wet sM111:1 -5 II ; I 6-'I Ii -77 -f's- � I • -10 i l 11I I •I I j • I Id: • • . i . •> - `iAMi'! "7 UNUIs:r7l en NI) Ni; [)it;;hi<1 'VAOC)!�'i ;I A:::: i I" ,! Of WAFER I? Ifn i...- I ---- f.f I r E TFC1E:) ♦ X .1l, 1 E(7' I I Nn'W.V.,. 'ri(::),A 1.7 f2`, NO �,A\':7�I LA Sr M'.:1Jtn�'I Ni lit.\!�M' II',I (`,'r) MI'uANi cr.NcL,,, -:;:\.GRI A f1 R >r. 1-sAl 1300",v, A \:: Nit;t' /.:<:. • ':1'2 ryM1r; 1'I"":“<.-01.1141:),;(7't 1';t.: 0 - 4. 4 16D 6 ARES T\ ASSLICIATES - ---- ---- _ /a WELL • INSTALLATION / BORING LOG PAGE 1 oF 1 L. ._ ,,)0i3 NO : ---30-D216.03 CLIENT: SF4IMP I PROJECT ID: Hearn/Rex Ph WI: LOGGED BY: r: Hamilton DLDRCILALEnf°2:N: ollier County, 1:1. Ayres Assocki . S rART DATE: 6/21/35 START TIME: FINISH riAfE: 6/ 1/9ffi f:NISH IIMF: BORING/WELL ID: HROS./3-T\2 * DRILLING METHOD: Stainless Steel Hand Auger I SAMPLING METHOD: Auger- BORING DIAMETER: 4' SCREEN IvTATERAL: Sched.Cuttings/ OVA-Flit Foxboro, Mode( 12000 40 Tri-Lok PVC, U.01' Scot BORING DEPTH (ft.): C-,' CASING MATERIAL: NA -. SCREEN INTERVAL: 0 - 6' DEPTH-TO-WATER (ft. TOC): r - 2' ____ WELL DEPTH (ft. bgs): 6' I WA TER ELEVATION (IL): NA I TOC ELEVATION (ft.): = STICK--UP (ft.) 2.5' ---- ----_ ____ NOTES: • I..J WE_L DIAGRAM DEPTH LITHOLOG. — C DESCRIPTION 0 Et <Ft.) 7,,, cc 0o *.. _ .....- 0 (15..4c u, (J1 ff- 0 -a i -0-- 1 = • - - _ •. I -2-_ NS LIMESTONE, with shell fill, t. brown GM • w — w = . -.-_,-- - • m''' i • 4 _ I -2 /_ o SAND, with cloy, fne—gr-ainSC < ed, - : •• = - ck. brown, wet . . _ 1 6,.., - SAND, with silt, fine—gra'ned, it. brown, wetsK : . : ::, I - - - 1 1 4 1 . --A_ •• SAND, with si't crc limestone fragments at 6', SM - . I IN fine—gra —brown, wet . . . - I 6 . ' I A; -1 I -7 Ili . • . i 11T- 0 I • I. ; • . • . •11 I I . I ! TII ._._ . _._ ..... L 1 I ._ 1 .!-3 ,,, , vi,„:„iIrli!i.U N,) ", No ORGANiC VA,-nR.c.' Dr HOU:D v . AP)'ROXIMA ft -i OP .`,-,i' WAii AMI I YI., IN waisitlio.wo I 1\: sm,..F ii,IC.,),i.!,: Wi \10 ';',/,MPI..i i iA s!AND/1.4)1'4 rlii ii.i:Ai IN .:-if'(Y'I • 411...A141 :Iihr.: NTRA:';V,".;•ti 49,,, Ilita 1:100;PI.& ;:4Z414(;NI11,21FARANCE. SUICIV.; i.!1141:0;i:Jtol ODOR IA.. D \I. I . CP I . • t ,.., ..,. _ ....6 0 6 __ 1 __... /'SIRES � _ _...-------- ______] -�_..— — — -- (1S S C T A TE S �� I _ WELL INSTALLATION BORING LOG -j PAGE t—oF_1 J NO 30-0216.00 _ CLIENT: SF WMI) _ — PROJECT ID: Hearn/Rex Ph I/1[ — _ _- - -- � —LOCA ZION: Cou Collier. Court . FI_ _ y LOGGEDI BY: C. Hamilton _ iDRll_LER: Ayre, Assoi.+ntes START DATE: 6/22/95 START IIME: FINISH DATE: 6/22/95 FINISH TIME: BORING/WELL ID: HRcv-TVl DRILLING METHOD: Sta:nloss steel Hand Auger_— ISAMPLING METHOD:-Auger Cutt,ngs/ ❑VA-FID Foxboro, Model 1296C = BORING DIAMETER: 4' L3ORING DEPTH (ft.): 6' SCREEN MATERIAL: Scheel. 40 Fr!-Lok PVC, 0.01 Slot CASING MATERIAL: NA — SCREEN INTERVAL: o - 6• i DEPTH-TO-WATER (ft. TOC): 1`5• �'—' IWELL DEPTH (ft. bgs)_6' _ _ WATER ELEVATION (ft.): NA TOC ELEVATION (ft.): STICK--UP (ft.) 2.5' NOTES: - — 111 • W „ w ¢5 a = WELL DACRAM DEPTH as >a LITHOLOGIC D SCRIPTION O J a fl D C7 • I ND SAND, with silt, fine gro.ned, cx. brown, sM moist - wet - I ,- 1, c U ,,. . I i ! :.! : c M I = -3- I -. { S N I -4- SAND, with silt, fine—grclned, yellow brown, wet SM! — - _ -5- i SANG, with sift, fine-gr.^.'nec, uc. brev)n, wet Simi:::! 61 ,,1:1 • 1 -7- I JI ii, _ c' • o j 1 i f I 1 1i 1I I l f. !-.... .. -- -.. — I I `¶AMI'I f"'i ixiiy::"tii,ft 11. N,i \f) ::'2 {!i: ;<S SFTi.C;ff ) 7 = A,I OXIMA!F 101' Of WATER ',A\' •;.^.\;:'VV I A'%7 ',IA- "(Ilia i'V%M, ;;AIISIVC IN'I WI A•7'INCI-. SNOW; I'1 I'kit!)11:!M OjIQI' N()I(I? i 0 • , , .. 16fl 6 I .. _ /"MIRES - — _ ASSOCIATES lid WELL INSTALLATION / BORING LOG PAGE 1 of 1 JOB NO - —3o•-o216.u0 'CLIENT: \EWMD - PROJECT ID: t7earn/f:ex Ph‘1/1I Collier County, FL LOGGED BY: C. Hama ton DRILLER: Ayre, Associates START DATE: 6/22/95 START TIME: FINISH DATE: 6/ee/95 FINISH TIME: BORING/WELL ID: I-IRCV-TLl2 DRILLING ME IHOD: Stainless Steel Hand Auer SAMPLING METHOD: Auger Cuttings/ OVA-FID Foxboro, Model 128GC I BORING DIAMETER: 4' I BORING DEPTH (ft.): 7' SCREEN MATERIAL' Sched. 40 Tri-Lok PVC, 0.01' Slot _1 CASING MATERIAL: NA SCREEN INTERVAL: 0 - 7' DEPTH-TO-WATER (ft. TOC): 1.5'I __ WELL. DEPTH (ft. bgs); 7' WATER ELEVATION (ft.): NA TOC ELEVATION (ft.): STICK-UP (ft.) 2.5' NOTES: — WI _ WELL DIAGRAM U ^ O DEPTFy a s j c Li Q 2 B! J crc> ,I> >a LITHOLOGIC DESCRIPTION c� o a — I a N,.. o �. v n� N 0 Q D ND :1 ii 1-I SAND, with silt, fine grained, dK. brown, moist—wet :'SM` r ,C I . a 0 — l z o _ SAND, with silt, fine—grained, gray, wet s i a 2 l.� 3 I' L.w • N - ;SAND, with cloy, yellow brown, wet sc • ' I -5- • i - SAND, with silt, fine—grcined, gray, wet std l j a 1 _6- — - -_ I SAND, with sill, fine—grained, greenish gray, i s . sMl, = , - I with c'cy and limestone, wet II -7 I ,I: i - i I 1 I j toy j j 1 -11 I I .-------- �.--- LL . X ITS TURIII I) ND NO ORGANIC VAPORS Df.'TEC FED y = Ai PROXVMA!I• .'OP OF' WA i'.72 TAR: r• SA1,41)1,1'. TYPE ■UND157Nltilr.DIi r-1 NO:AMI.1Cfl 1•i' C) `.�A \`. NO f Lit SIAN55151 I'.NI IRA I-:15 115' (SPI) 4'.Ii iA'i c;os:s'IRA I IONS c...•'`t ;HAI ".:`,Or '••4, CAUSING '',:I ER,;-4IY Aa:,. STRONG I.I fRItOI TAM 0551 n7 fi.1) I 01111 0 160 6 . . I I AVM 5 I SSOCIATES I - WELL INSTALLATION / BORING LOG PAGE 1 oF 1 _ JOB NO : 30-02L690 __ACLIENT: SFwmfl I PROJECT ID: Hearn/Rex Ph liJi LOGGED BY: c:. Hamilton START DATE: 6/22/95 STAR1 LIME: I LOCAPON: LI DRILLER: Ayres ower .:', -o ,..-ty, ',:. .1 ,,-- ..."5 !FINISH DATE: 6/2E,-,*-5 .... L'INISH TIME: BORING/WELL ID: HRCV-P,/3 DRILLING METHOD: s•-..o.iniess Sc Hand Auer I SAMPLING METHOD: Auger Cuttings/ OVA-FID Foxboro, Model /2813C - BORING DIAMETER: ,1" R EN MATERIAL: Sched. 40 Tri-Lok PVC, 0.01' Slot 'BORING DEPTH (f: CASING MATERIAL: Nt. SCREEN INTERVAL: 0 - 6' DEPTH—TO—WATU: :ft. -OC`.: 1.5' WELL DEPTH (ft. b9s): 6' WATER E:LEVATION .f!....): \A I TOC ELEVATION (ft.): - STICK—UP (ft.) 2 Lf.." ' - - _ _ NOTES: _ 111 , _ 1 I I L- WELL DIAGRAM La DEPTH t'-_''' , LI IN()LOGIC DESCRIPTION ---.< Ill -0 Lr! 0 --7: I : •'' - la -.E m. . i i 11 1 m . ---- . , • - . i I -1- ND i .- 1 ..g_ • -=- . SAND, wth silt, fine grained, dk. gray, sv , - - moist—wet I 'ff. • ; - m-- _., I _- - 'l- ir m IL La. ,LL L i - = -3- L Li: 1 - SAND, with silt, line—grained, It. brown, wet sv. !It: .1 4 1 .-= I - SAND, with r;ay, fine—grained, yellow brown, i 'I -....- -"a" ara SAND, with silt, fine—grained, gray, wet Sv I I . , .a. - = ....‘,/ • m. - SAND, wi:h c,'ay, line—grained, greenish gray, .ve: SH.,- joi • . v 6_ - _ , -8- I ' I ! -94.. ' I . II I : • 16 I I I E ! I I • .i 1 I I - ------ ----! m;;IS HORDED_I ' — ITT ------------ — - — 1 f Sr!K;t13 I TYI'I N I 3N:s:Distuiii3i:n 11 1 a SAVI! !!12r/V1.NED ill S',NOM) P!",!!'ri2 A PON !!!>!(Soil N:. : ND ORGANIC VAPOR'; DE I F CiLD \ ; , :i() ,;Ampi 1 v - /j:.z-zroximA II FOP 0' WM/ R 'NILO a . v. AN! CONC.!!N INA!!!')N!, C!!!Wit 91A I mot;,Pm. _ .Ns .. ,,.,, s'Paws-,k,m,.t RA i 0 1 1 6 06 I I - A — -- AVMS • ASSOCIATES Id WELL INSTALLATION / BORING LOG PAGE 1 oF 1 . JOB NO : 30-0216.00 CLIENT: SFV/MD IPROJECT ID: Hearn/Rex Ph 1/11 LOGGED BY: C. Hamilton DRILLER: Ayres AssoOates _ START DATE: 6/22/95 START TIME: LOCATION: Cower County:FL t FINISH DATE: 6/22/95 FINISH TIME: BORING/WELL ID: HCV-TV 4 !DRILLING METHOD: Stainless Steel Hand Auer ISAMPLING METHOD: Auger Cuttings/ OVA-FID Foxboro, Model 128GC BORING DIAMETER: 4' SCREEN KA• IAL: Sched. 40 Tri-Lok PVC, 001' Slot — BORING DEPTH (ft.): 7.5' _ CASING MATERIAL: NA SCREEN INTERVAL: 0 - 7.5' •DEPTH—TO—WATER (ft. TOC): 1.5' I WELL DEPTH (ft. bgs): 7.5' WATER ELEVATION (ft.): NA TOC ELEVATION (ft.): STICK—UP (ft.) 2.5' ..._ NOTES: IIII.4 • WELL DIAGRAM ..... -.. ci . cz, i DEPTH ,;_b_., !..;, u_r < 0 LI THOLOGIC DESCRIPTION o 5< /)0 0_ f I -0 ' ' N. ...) ( CC V) CD 7 M -... _ M . •: ::: = ND im • -1.1 SAND, with silt, fine grained, dk. brown, moist-wet sm. ': Hi:I v = ____ . •E -2- I x = ? i ..5 , -3- SAND, with silt, fine-grained, ;t. brown, wet 'sm :II • 'l " I' •I ff. SAND, with cicy, yellow arovvn, wet sc -4 1 ": = : :•. :;: :1 , _ I , -J SAND, with silt, fine—grained, brown, wet sm -1 - ' .I i -6- , I : SAND with silt, fne-grai-edcy , greenish cy,. , with clay end limesto-e, wet I ':I 1 i :1 i -1 V — • , . 1 -8- - -9- ill r . -11. I -11--- ' _ x oisi..li111:1) SAKTI L rypi., ::,...:.::::IN.vArio,: IF AT (si.1 N:) Ni) ONGANIC VA0ORS Di.',.7_II) )11\1 I-,No SAMP1 I Ii,(Xlviwp N`; NO s;AMI'I I • A0PROXIMATE FOP OF WA FR Tik,...?' .---.1 .. vi Its CON:3 A r.th 140N.;CRi A liji ' 4' .'r,:,•',V, .1'',,J$104;;IN IN/I A'2ANCL. STRONG IT IR;20!1..;,1 1:1(1015 N):''. i lel .,..., , ; , 160 6 _ /'ARES ASSOCIATES I WELL INSTALLATION / LOG JOB NO : 30-0216.00 / PAGE 1 of 1 CLIENT: SFwMv PROJECT ID: Hearn/Rex Ph 1/1I LOCATION: Colyer County, FL LOGGED BY: C. 2/95on START DATE: DRILLER: Ayres Associates 6/22/95 START TIME: FINISH DATE: 6/22/95 FINISH TIME: BORING/WELL ID: HRCv-rw5 DRILLING METHOD: Sta;nless Steel Hand Auer SAMPLING METHOD: Auger Cuttings/ OVA-FID Foxboro, Model I2E3GC I BORING DIAMETER: 4' ' BORING DEPTH (ft.): �.5 SCREEN MATERIAL: Schell. 40 Tr.-Lok PVC, 0.0:• Slot CASING MATERIAL: NA SCREEN INTERVAL: D - 7.5' DEPTH-TO-WATER (ft. TOC): 1.s' IWELL DEPTI-I (ft. bqs): 7.5' — WATER ELEVATION (ft.): NA TOC ELEVATION (ft.): I STICK-UP (ft.) 2.5' NOTES: • I �� o WELL DIAGRAM �fiTi =r o` r o a LITHOLOG!C DESCRIPTION D o as — _ 1 a� a W.—..-- 7 a w ND SAND, with slit, fire grained, dk. orown, mops,—wet ski :: :. _ — — i _, s • a o SAND, with silt, fine—grained, it. brown, wet SM :. , . : w — 3l • N, SAND, with clay, yellow brown, wet I - -4 ;SC/ SAND, with silt, fine—grained, grayw` __ g , et sM: s SAND, with silt, fine—grained, white, wet SM. : _ SAND, with clay, yellow brown, wet sc go __ -6 - j I J_ -7 ; SAND, with silt, fine—grained, greenish gray, • with clay and limestone, we`, shit' ' ! f . .:I I I. I .\V i a1 il • • -10 1 , -' ll I -- —._. mDiS1Uri(3F.,) ND - NO ORGANIC VAPORS DE TCC II.D y -= APPROXIMA1I IO:---Or WATT SAMI'I I INN, iSTURSm.erlfi 12rcr,,:a a NS NO ;AIJ,r'lI. LA 5f AN;ARU PENE 112A Lets ,[4 I"SP-j MI II.l,NI 1K C-OW:EN%12A r,D4S GH`A1E12 -11:,i �nnn V,r.,', .ni... A 1IARANO .--_.._......_--.--.__-_ .._.. ..-._ -.._ � -�• ' � I. . $il.p\LF.,2 nll IV ,1 ]R NDfIJ l+ C • ., 1606 , _. ___ AvREs ASSOCIATES 4 WELL INSTALLATION BORING LOG PAGE 1 of-1 JOB NO : 3o-0216.00 _ CLIENT: S1-1)/MD • PROJECT ID:I Hearn/Rex Ph I/II LOCATION. Coiner Lou ty, --' LOGGED BY: C. Iianitton DRI L•l_ER Ayes: Assoc.}te, START DATE: 6/27/95 START TIME: FINISH DATE: 6/27/ 5 _ F_NISH TIME: BORING/WELL ID: HRPSI-rw1 DRILLING METHOD: stan;ess 0 e t Hand Auger SAMPLING METHOD: Auger Cuttings/ DVA-FID Foxboro, Mode) 128GC BOR:NG DIAMETER: 4. I BORING DEPTH (ft.' 8.0' SCREEN MATERIAL: Schell. 40 Trt LV ok PC, 0.01 S;ot CASING MATERIAL: NA - SCREEN INTERVAL: 0 - 8.0• _ DEPTH-TO-WATER (`t, -OC): 4•-6•_-_--'I — WELL DEPTH (ft. bqs): B.C. .. WATER ELEVATION (t .): a __TOC ELEVATION (ft.): _i STICK—UP (tt.) 2.5' NOES: W v 0' 1- WELL DIAGRAM DEPTH -,,,-,.i. _ Li >a LITHOLOGIC DESCRIPTION ii (ft) � O ' e ti 4 J DO O l s i c7 SAND, with clay and shell, fine grained, brown, ' 5 _ - moist (fill) t NT) • Sr/� I I SAND, with silt, fine grained, block, wet SMI r IF . .Q . III 'I C Ir '.E, -- -31 SAND with silt, fine groIned, gray, we: .,5. • = • —q I,• i •. I I • r / = I -5= SAND wit- clay, fine grained, ye•low Crown, wet SC-- I _ - I = Y e I I = SAND, with some limesto^e, fire grainer:, e yellowbrown, ^"' wet E3 —_ i • i 0 I 1 • r � II . • • ;A.Mt +I YI I tuNIIINIIIIZIP:u NI) NO C:CANIr• :'Ai'r::.:S )F..I_t._...: V :.t7::::':`.XiMApr ".n OF WAIT :� TAG - ..- ; ;NI,';MAI.I uI CCM Ii!.) `:`• N ) `iAFll"• S1nNlynr} :•s Ni!RA 7+!:N II'' •.�;... C:NC[NIu -:--','•, +�,� ,./ , , �1.'�tnbl Ai':�::i -A••q Pln,' ;7.0>`. \'f- F t.:...... SptnXi: I„tell.alb' MOP NOIIU .. 1 Ofro �./ .. ioU 6 I _. ________ .. 1 WELL INSTALLATION / BORING LOG PAGE 1 oF—1-- JOB NO : 30-0216.00 1-GI.IEN.1: .3Fwmg I I,ROA CF ID: .1-4earn/Rex Ph t/H 1 OGGCD BY: C. Hosnat on s[AR I. DATE: 6/27/95 STARE TiME: LOCATION: cotuer county, FL DRILLER: Ayres Associates FINISH DATE: 6/27/95 F:NISH HM[: BORINCVWELL ID. HRPSI-T2 DRILLING METHOD: Stainless Steel Hand Auger I SAMPLING METHOD: Auger Cuttings/ OVA-Fla Foxboro, Model 1286C DOR NG DIAMETER: 4' SCREEN MATERIAL: Sched. 40 Tr, Lok PVC, 001' Slot BORING DEPTH (ft.): B.0' CASING MATERIAL: NA SCREEN INTERVAL: 0 - acr DEPTH-TO-WATER (ft. -1.0G). 4'-6` ---1 I MIL Dr_PTH (ft. bqs): 8.0' WATER ELEVATION (ft.): NA j TOC ELEVATION_(ft.): 1 STICK-UP (ft.) 2.5' .... ..._ ' ----- NOTES: I 111 i., 1 WELL DIAGRAM UJ < 0 1 _J 5: Tcpti ci-' ‘;,,,i >Q_ LITHOLOGIC DFSORIPT'ON o 1 a< 11 (rt.; I.?.- r? g...,!, , ....... • (..)1 :_,-,Cf r 5- = =• 4 SAND, with clay, fine grained, yellow brawn, sc/ ._. = moist (fill) 111 -1.-__ . Nil A , • . ... -...- , :. Er.-• I ia SAND, with slit, fire grained, dk. grayLi I , wet SM ' '1•. ' I• g 1 --- II 1 = I i -3- _i SAND, with silt, fine grained, gray, wet :Iii Sml[ i i.j1, i . I --..- . ...- = --... - 15- " = , - I ffl /,/ -.5.1 , - SAND with clay, fine gra:red, yeilow brewn, wet 4 = 1 _ -7- (e .., . . . . ! 81 ..--. : 1 , . . ,_ i - , 1 t : -10 ' I 1 : 1 . , ' • , . I I • , 1 -1? L. t ---„ i • G•C iwi 1 um o .;/*0..API!: Pli'I. IIII LEWIS:IMO.° NH; No c ;/•,N;C: vAPow-t ! ;,-r: . v AP .xiMAtr or or W/ 'IF -AHIF I . - I I NO ; M1't! ,i1:C.C.1,:'') V, NO ',AMP!' 4';IA N DAM)I,EN!FQA,',.. ...,' CS'I) • I.' "•4^4[ :.-;NZ•%:;CA 1';%', :::t!A ri.,. i•A- --.7'•'•',A. .,.".;:osi",Ai I,,,,`.,: StRGNI: 4:flt.Di!Al 01.K.N-45i-1, 10 N. !.. i 611 _6_ I -- --- AIR E S ---... ASSOCIATES 111 WELL INSTALLATION / BORING LOG PAGE 1 oF 1 JOB NO : 3D-0216.00 CI TEN I: SFWMI) _.. I PROJECT ID: Hearn/Rex Ph 1/If LOGGED BY: C. Hamilton START DATE: 6/27/95 START limi__::„___ _ t_LLER: Ayrec A,“.;orates- CATIONI Collier' County, FL. DRILLER: FINISH DATE: 6/27/95 FINISH TIME: _ _ BORING/WELL 1D: HRPS1-1-143 DRILLING METHOD: Stainless Steel Hund Auger- __ I SAMPLING METHOD: Auger Cuttings/ CIVA-FID Foxboro, Model 128GC BORING DIAMETER: 4' BORING DEPTH (ft.): 7.0' SCREEN MATERIAL: Sched. 40 Tri-Lok PVC, (LOP siot CASING MATERIAL: NA SCREEN INTERVAL: C - 70 DEPTH—TO—WAER (ft. TOC): 1--G' - WELL DEPTH (ft. bqs): 7.0' WATER ELEVATON (ft.): NA TOC ELEVATION (ft.): STICK—UP (ft.) 2.5' ___ ....._ NOTES: ....,_ _ WELL DIAGRAK4 ci c) x DEPTI1 0 LITHOLOGIO DESCRIPTION (--) I (Ft) Tr r: -0 7) HIHIl . — : . - SAND, with silt, fine grained, dk. brown, moist sm . :.i • 1 -1 NT) 1 : - - : ' - SAND, with silt, fine grained, gray, wet sm 1 i • — I 2 ,==--2 i i , -r•I . I ]ii.1 i` — i=, ..._ - •-, • - oi - --= _.„ .......\ -3- SAND, vvi'..n silt, fine grained, H.. gray, sm wet .. i .. I . . . •I - ...I . . _ ,, , i '• - - ... -5- .imestone, fine—grained, SC - SAND with clay, fine grained, yellow brown 111 wet SC :: :: I 6-- -I SAND, vvlth clay end /-71 yellow brown, wet .1 --1 - , I - B- _,_ I -10 I ' • 11 1 IIt! [ I I t>lps:MIA 0 iYPI ::,AMI'l Ni) NO -...:RCANIC .',..7-.il-?!.: DE FCTFE) V APPROXIMATF TOP Or WA L1 IA1311.; • NI:1N/n,S110413ED AN -• - NI:, N") I 1,:o,..WPi I li.C;r0...0:; 14 S,Ah,:,44!)PO,IRA InN ' SI 0,1) . m.',IAN '.:•:,.',',:'•''.".. ...4,'AI(R 'I if,' 000 'IA., CAUSING IN!Mil•ARANO. SIROM.;.2,-'rk.r).',JAI :In'0,i Na I 1.1 : I 0 • 0 160 6 I ._ •_ _____ ____________ - -- -... ,„ AyRE5 AsSDoiATi-s— - — ----'--- 1 I_-- WELL INSTALLATION_] BORING LOG 13AGE 1 or- i JOB Nd : — 1 so 0216:00 - ._____ _—__ CLIENT: Sr wM1) IPROJECT ID: Hearn/Rex Ph I:/[1 LOCATION: Colyer 1.'oar.ty', .r. — LOGGED BY: C. HamiltonDRlLl_ER: Ayres Ass,ar a tes _ START DATE: 6/26/95 STAR] TIME: FINISH DATE: 6/2G/_s ��FINIS'r' TIME: BORING/WELL 1D: HRPS2•-Tw1 DRILLING METI IOD: Stainless S tee[ Hand Auger I SAMPLING METHOD: Auger Cuttings/ OVA-Fin Foxboro, Model 128GC -- - BORING DIAMETER: 4• BORING DEPTH (ft.): 6.5' SCREEN MATERIAL: Sched. 40 Tr;-Lok PVC, 001' Slot CASING MATERIAL: NA SCREEN INTERVALS o - 6.5 DEPTH-TO-WATER (ft- --OC): 4•-6' IWELL DEPTH (ft. b s): r,.5' (WATER ELEVATION (it.): NA IOC ELEVATION (ft.): —Y — --1 STICK–UP (ft.) 2.5' � NOTES: I V iW ; r , I WELL DIAGRAM iDEPTv a s > w j LI HOLOGIC DESCRIPTION I[j J a 1 in 0 l M a I - _ SAND, with bun material, black, moist Sul I !; I ; I I V NS J I lj r 1 -1 ; Il !j _ a i i ` Ili -' Ei - SAND, with silt, fire grained, It. brown, wet ism' ` s 1 FI 4 C -4-4. .4 ilii( - j :j, � I -5- o SAND, with sat, ine—grained, uu. brow", wet ,�M :. ; II F I i�.`. j — — i ii 1 I .. _ , I8I , F j .,1 i I , 1 , , , • � � I1 ,,, , , I, , , , i , , , , : I•I I 1 IT I'; t ._._.- . ._p. _1. , )Q::::-.1,1“::31, r\.' NO ;:i;GANir :i:i:3 OF P(:'11) ..... _.....-,------- - ------ ,•,F1I 1. "' MI„V:til;rii, ♦ AP";.;0Y.:MA-ir ICI, DI WA€r-TZ TA.F III -1 ,",-..;‘A.:., l i••4; ,I; Vi "AN: :\ q:A 14A1 inn Pp4.1.:;ra, _ ''''''''N\ • 4 fir IP ■ • ---... ASSOCIATES al WELL INSTALLATION / BORING LOG PAGE 1 of .- JOB NO : 30-0216.00 CLIENT: . SFWMD I PROJECT ID: Hearn/Rex Ph 1/II LOCATION: Colt er County_ L Y: C. HarllCon FL DRILLER_Ayres Associates START DATE: 6/26/95 START TIME: FINISH DATE: 6/26/95 FINISH TIME: BORING/WELL ID: 1-IRPS2-Tw2 DRILLING METHOD: Sta•^less Steel Hand Auger- ' SAMPLING METHOD: Auger Cuttings/ ❑VA-FID Foxboro, Model 128LIC ` BORING DIAMETER: 4' ]'BORIN'G DEPTH (ft.): 6.5' SCREEN MATERIAL: Sahed. 40 Tri-Lok PVC, 0.01' Slot — 1CASING MATERIAL: NA SCREEN INTERVAL: 0 - 6.5' _ DEPTH-TO-WATER (ft. TOC): V-6" 1 WELL DEPTH (ft. bgs): 6.5' WATER ELEVATION (ft.): NA _— �- TOC ELEVATION (ft.): STICK-UP (ft.) 2.5' NOTES: 1 _ 4 WELL DIAGRAM b DEPTH �o_a 3" fy IJ j d LITHOLOGIC DESCRIPTION ov i `'a 4a,- 55,,, 0 a. ': Ind ID I I 11 _ SAND, fine grained, dk. gray, moist SM LI( il: r s : i I: : Y , lily . a z I z SAND, with slit, fine cra'red, brown, wet sly • • ): w -3- - PINE _ u _ • - - ' - SANS, fi^e—gra ned, dk. brown, wet Svl. ; 1 LIMESTONE, with shell and clay, It. gray, wet GCT I -7- 1 g_ i 1 --10 1 ' -11I 4j- -- ......_ L--'•--- -- ..- ----_ .. T -- x isrRi.m; NO = NU ORGANIC ''A,3G<S Df Ti CTED y - APPROXIMATE. IC OF WA-ER 1A131 F SAM. I f 1YI_,- ■uNnISWINCH I-1 Nn SANI'II: IECC(Wrk1_1) NS NO SAMP'+ V SIANDARI)PM:IPAilON !I;S-(Sc.-) • • NETHANE(.ONCE:NTRA;'ONS C4-A II. MAT 'OO;)I'i'N, CA'JSIN; INf_F«EAR ANCI. STRONG PI-IIIIROI_IIFl ODOR NOMI) 1 0 6 161J6 _ ___. _ II - /AIRES -- - -_ _ ASSOC1nTEs /"."'N I WELL INSTALLATION / BORING LOG -- PAGE 1 0(- 1 — JOB NO 30-021.6.00 CUENT: SD:n.6 PROJECT ID: Hearn/ x Ph_I/ri _.....__ LOCAT;ON: Coul'r• Cour{y,'FL — -- 1_dGGED BY: C. Ha Witton _ DRILLER: -Ayrrs Assorin tes START DATE: 6/26/95 START TIME: FINISH DATE: 6/26/95 FINISH 1(ME: BORING/WELL ID: HRPS2-T1./3 DRILLING METHOD: S talnless,S Leel Hand Auger I SAMPLING METHOD: Auger Cuttings/ OVA-FID Foxboro, Model 128GC — — BORING DIAMETER: 4' BORING DEPTH (ft.): /.0' SCREEN MATERIAL: Sched. 40 Tri-Lok PVC, C.01' Stat CASING MATERIAL: NA SCREEN INTERVAL: 0 - 7.0' !DEPTH-TO-WATER (ft. TOC): 4•-6' _ WELL DEPTH (ft. bqs): 7.o' WATER ELEVATION (ft.): NA ITOC ELEVATION (ft.): STICK-UP (ft.) 2.5' NOTES: o T WELL DIAGRAM DEPTH o t rr LITHOLOGIC DESCR PTiON ' a ' CC N m n V)0 V ( I I I . SAND, with sand, fine grained, dk. brown, moist ±SMI 1 ^D `. i -2_ 111 1 - I I� :I a. F . SAND, with silt, fine grained, It. brown, wet sFlaji , i _ ` —3-' Ili. 1 h i. ...- ' —5--- 5 SAND with cicy, fine grained, yellow brown, wet SC I 5 1- • I -j SAND, with siit, fine—grained, dk. brown, wet SMI' SAND, with clay cnd limestone, fine—grained, 5C I - yellow brown, wet % • • -8- I • -9- 1 - 10 : . • I pQ;n,Iuei;r:n — -- - -- YA.M ' i €YPC 11UNIHSIIMF 1:!) NI) NO ORGANIC VADORS DFTG:CTED y APPR•OXCk4A-7 I,., OF W'A1rR TAR = I .. .I INo !MI rf-CI`V f�.l'... _ 1.\!i n:i ;P,.,, ' I _ --- --.-.... ._._ \ [4sIAhDAR) II,,NI IRA HON If it (SP x; MITI IAV (nA.::,NIRA(IONS(.RI AIfrR MAI 1.^nn PPM, CA.;iINC.IN II1,.,ARA•;(,. .I i0A, a't71:uY nn,.l+ N,:;•:0 1 6 160 6 I -------- - AS..SrICIA- TES ........ WELL INSTALLATION / BORING LOG PAGE 1 oF, 1 JOH NO : 30-0216.00 IS:LiENT: SI: /MD PROJECT ID: Hearn/Rex Ph 1/1[ LOCATION: cower county, F' I ..: _ LOGGED E3Y: C. Hamilton DRILLER: Ayres Associates STAR1 DATE: 6/26./95 Si AR I- TIME: __ PNISH DATE: 6/26/95 FINISH TIME: . . BORING/WELL ID: HRPs2-Bwi I DRILLING METHOD: Stainless Steel }land Auge, SAMPLING METHOD: Auger Cuttings/ DVA-FID Foxboro, Model 12 BCC IBORING DIAMETER: 4' BORING DEPTH (ft): 7.0' SCREEN MATERIAL: Schell 90 Tri-Lok PVC, 001' stot CASING MATERIAL: NA SCREEN INTERVAL: 0 - 7.0' DEPTH-TO-WATER (ft. TOC): WELL DEPTH (ft. loos): 7.o' WATER ELEVATION (ft.): NA ITOC ELEVATION (ft.): STICK—UP (ft.) 2.5' NOTES: • 1 . !,_-. • • WELL D[AGR AM (..) I 0.• I ' _1 c_ DEPTH'F2 P'." 32 u.i ce >Q_ LITHO._OGIC DESCRIPTION 0i,u < I (Pt) &:,- 0- (Da :m -0_ 1.7' 1 !:1 1 -m.-- v SAND, with silt, fine g-cined, -..ilack, moist 1 1 NS I f i i , _ - I — _ .... -.. ..-!-- H11: , -2: SAND, with silt, fine grained, gray, wet smiTI i! I I 1 . - - li!ILH:1 .1 9 • pit.N13, i: !h . !I , I,, •,- _ :I 1 i I - -4- 1:i 11, _ SAND, with silt, fine—grained, dk. brown, wet Sm1:: -'!!. --.- l'il' 1 -' Il ! 1 . • M I - ,II 5- ii:Hiii '2 ; i 0 • I 6 SAND, with cloy, yelloy browni, wet sc , sz I -7 ./ • , _ . . . . , - . -e- ll • , • • lc i I -11 i I -- 4 - -------- - - --- _....... - -- - - ---- __. _- ,_ . . . _i . C71 DIS TURBED SAM''1 !Yr?f 1\:: NO r.:: ::.A.N I C VA!'016; DETECTED v - ".;•:',,,OXIA.IATI TOP OF .•,:AT,', I Ai 31 !r: • L , iN uND,5 IDR017.0 I illit% 1_1ND SAmPLI.:1(1CCIA NED W S1ANPEW :)AND :IRA 110N ITS! ISI,1; I\ . NO SiVI'l.': • vf II IA , ::: c:N I'MIMS CAI A1112 ,I IA i 'MD PPM, CA.I.';'.:.; IN, ..I•A,2.,.-:',1. S DiCNI.:IN rI-All r.u.- 11.--:-,-; \oil II 0 16136 I ............ II Page 1 TOXIKON CORP. REPORT York Order 1 95-06-098 Received: 06/26/95 07/07/95 13:52:13 REPORT AYRES ASSOCIATES PREPARED TOXIKON WEST PALM BEACH TO 3901 COCONUT PALM DRIVE #100 BY 1860 OLD OKEECHOBEE RD. #401t"' / TAMPA, FL 33619 WEST PALM BEACH, FL 33409 - 813-628-0742 FAX:813-628-0939 HRS #E86278 QA# 910150G CERTIF-'D BY 11 ATTEN SHARON LAT2 ATTEN JOHN YAREMCHUK PHONE (407) 478-4803 FAX 478-0214 i CONTACT JOHN CLIENT AYRES SAMPLES 14 II COMPANY AYRES ASSOCIATES FACILITY 3901-COCONUT PALM DRIVE #100 TAMPA, FL 33619 I II WORK ID HEARN/REX TAKEN 06/23/95 TRANS GREYHOUND II TYPE LIQUID P.O. # 30-0216.00 INVOICE under separate cover I SAMPLE IDENTIFICATION TEST CODES and NAMES used an this workorder 01 HRCV-S87 8080 PESTICIDES/PCB 02 HRCV-S88 AS ARSENIC 1 03 HRCV-SB9 04 HRCV TW1 MEX TS METALS, TOTAL EXT., SOIL MEX TW METALS, TOTAL EXT., WATER 05 HRCV-TW2 II 06 HRCV-TW3 07 HRCV-TW4 08 HRCV-TW5 09 HRCV-EBW i 10 HRCV-EBS 11 HRCV-POT W 11 DUP #4 II 12 METHOD BLANK(LIQUID) 12 METHOD BLANK(SOIL) 13 MEAN X RECOVERY-LCS(LIQUI) 13 MEAN % RECOVERY-LCS(SOIL) II 14 RPD-LCS(LIQUID) 14 RPD-LCS(SOIL) II . I i I 1 II . 0 1 613 6 t Page 2 TOXIKOM CORP. REPORT York Order $ 95-06-098 Received: 06/26/95 Results by Sample WM SAMPLE ID HRCV-SB7 SAMPLE # 01 FRACTIONS: A Date & Time Collected 06/23/95 09:10:00 Category SOIL AS MD mg/Kg DL=0.500 SAMPLE ID HRCV-SB8 SAMPLE # 02 FRACTIONS: A Date & Time Collected 06/23/95 09:40:00 Category SOIL AS ND mg/Kg DL=0.500 ' SAMPLE ID HRCV-S89 SAMPLE # 03 FRACTIONS: A Date & Time Collected 06/23/95 10:10:00 Category SOIL AS ND 11 mg/Kg DL=0.500 SAMPLE ID HRCV-TW1 SAMPLE # 04 FRACTIONS: A Date & Time Collected 06/23/95 12:35:00 Category LIQUID Mme. AS 0.680 mg/L DL=0.100 I i 1 I L 0 . , 1 6 D 6 I I Page 3 TOXIKOII CORP. REPORT Work Order ! 95-06-098 ~ Received: 06/26/95 Results by Sample SAMPLE ID NRCV-TW1 FRACTION 04A TEST CODE 8084 NAME PESTICIDES/PCB IDate & Time Collected 06/23/95 12:35:00 Category LIQUID IRESULT LIMIT RESULT LIMIT II Alpha-BHC ND 0.010 Aroctor 1016 ND 0.25 Gamna BHC (Lindane) ND 0.010 Aroctor 1221 ND 0.25 • Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 I Heptachlor ND 0.010 Aroctor 1242 ND 0.25 Delta BHC ND 0.010 Aroclor 1248 ND 0.25 _ Aldrin ND 0.010 Aroctor 1254 ND 0.25 I Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 Endosulfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4'-DDD ND 0.010 Endosutfan II ND 0.010 I 4,4'-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosutfan Sulfate ND 0.010 I Chlordane ND 0.25 Toxaphene ND 0.50 Methoxychlor ND 0.010 INotes and Definitions for this Report: EXTRACTED: 06/28/95 II DATE RUN: 06/29/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit II t I II I ........ x. 6 n Page 4 TOXIKON CORP. REPORT York Order # 95-06-098 80 Received: 06/26/95 Results by Sample SAMPLE ID HRCY-TY2 SAMPLE # 05 FRACTIONS: A Date & Time Collected 06/23/95 11:15:00 Category LIQUID AS 0.239 mg/L DL=0.025 i I I I I Jr. i I I I I I L. I 1 6 0 6 4 , . Page 5 TOXIKOM CORP. REPORT Work Order if 95-06-098 IReceived: 06/26/95 Results by Sample SAMPLE ID NRCV-TY2 FRACTION 05A TEST CODE 8080 NAME PESTICIDES/PCB IDate & Time Collected 06/23/95 11:15:00 Category LIQUID RESULT LIMIT RESULT LIMIT 1 Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamma BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 I Heptachlor ND 0.010 Aroclor 1242 ND 0.25 Delta BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 I Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 Endosutfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4' DDD ND 0.010 Endosutfan II ND 0.010 I 4,4'-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosutfan Sulfate ND 0.010 I Chlordane ND 0.25 Toxaphene ND 0.50 Methoxychlor ND 0.010 INotes and Definitions for this Report: EXTRACTED: 06/28/95 II DATE RUN: 06/29/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: ND = not detected at detection Limit I I I I y- I all 1 6 D 6 I Page 6 TOXIKON CORP. REPORT York Order # 95-06-098 Received: 06/26/95 Results by Sample SAMPLE ID HRCY-TY3 SAMPLE # 06 FRACTIONS: A Date & Time Collected 06/23/95 12:45:00 Category LIQUID AS 11.0 mg/L OL=2.00 r 111, OVD f I I I 1 I I I I r , , , 160 6 I Page 7 TOXIKON CORP_ REPORT Work Order #95-06-098 Received: 06/26/95 Results by Sample I SAMPLE ID HRCV-T13 FRACTION 06A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/23/95 12:45:00 Category LIQUID IRESULT LIMIT RESULT LIMIT IAlpha BHC ND 1.00 Aroclor 1016 ND 15.0 Gamma-BHC (Lindane) ND 1.00 Aroclor 1221 ND 15.0 • Beta-BHC ND 1.00 Aroclor 1232 ND 15.0 I Heptachlor ND 1.00 Aroctor 1242 MD 15.0 Delta-BHC ND 1.00 Aroclor 1248 ND 15.0 Aldrin ND 1.00 Aroclor 1254 ND 15.0 I Heptachlor Epoxide ND 1.00 Aroclor 1260 NO 15.0 Endosulfan I ND 1.00 4,4'-DDE ND 1.00 Dieldrin ND 1.00 I Endrin ND 1.00 4,4' DDD ND 1.00 Endosulfan II ND 1.00 I 4,4'-DDT MD 1.00 Endrin Aldehyde MD 1.00 Endosulfan Sulfate ND 1.00 I Chlordane 1{p 15.0 ,_. Toxa ene 161 50:0 Methoxychlor ND 1.00 INotes and Definitions for this Report: EXTRACTED: 06/28/95 I DATE RUN: 06/29/95 ANALYST: MO INSTRUMENT: HP-2 I DIL. FACTOR: 100 UNITS: UG/L ND = not detected at detection limit I I II I Ion 160 6 I Page 8 TOXIKOI CORP. REPORT Work Order @ 95-06-098 Received: 06/26/95 Results by Sample MO SAMPLE ID HRCV-TW4 SAMPLE # 07 FRACTIONS: A Date 8 Time Collected 06/23/95 12:50:00 Category LIQUID 1 AS 2_16 mg/L DL=0.250 1 JIMILI I I I I I I I I I Off, 16I .._6_,..._I Page 9 TOXIKON CORP. REPORT Work Order # 95-06-098 I Received: 06/26/95 Results by Sample SAMPLE ID NRCV-T114 FRACTION 07A TEST CODE 8080 NAME PESTICIDES/PCB IIIDate & Time Collected 06/23/95 12:50:00 Category LIQUID IRESULT LIMIT RESULT LIMIT I Alpha-BHC ND 1.00 Aroclor 1016 ND 15.0 Gamna-BHC (Lindane) ND 1.00 Aroclor 1221 ND 15.0 Beta-BHC ND 1.00 Aroclor 1232 ND 15.0 II Heptachlor ND 1.00 Aroclor 1242 ND 15.0 Delta BHC ND 1.09 Aroclor 1248 ND 15.0 Aldrin ND 1.00 Aroclor 1254 ND 15.0 Heptachlor Epoxide ND 1.00 Aroclor 1260 ND 15.0 I Endosulfan I ND 1.00 4,4'-ODE ND 1.00 Dieldrin ND 1.00 I Endrin ND 1.00 4,4' DDD ND 1.00 Endosulfan II ND 1.00 I 4,4'-DDT ND 1.00 Endrin Aldehyde ND 1.00 Endosulfan Sulfate ND 1.00 Chlordane ND 15.0 I Toxaphene 216 50.0 Methoxychlor ND 1.00 INotes and Definitions for this Report: . EXTRACTED: 06/28/95 DATE RUN: 06/29/95 I ANALYST: MO INSTRUMENT: HP-2 OIL. FACTOR: 100 UNITS: UG/L ND = not detected at detection limit 1 I I I I .. . 160 6 I Page 10 TOXIKOM CORP. REPORT Work Order # 95-06-098 Received; 06/26/95 Results by Sample O SAMPLE ID HRCV-TW5 SAMPLE # 08 FRACTIONS: A IDate 8 Time Collected 06/23/95 12:30:00 Category LIQUID AS 2.92 Img/L DL=0.500 I I I I I ■r. I I I I I I 1 AILI 0 ,. 16_,[1__ 6 , __ . _______ I Page 11 TOXIKOM CORP. REPORT Work Ordler 8 95-06-098 IReceived: 06/26/95 Results by Sample SAMPLE ID HRCV-TW5 FRACTION 08A TEST CODE 8080 NAME PESTICIDES/PCB 111 Date 8 Time Collected 06/23/95 12:30:00 Category LIQUID RESULT LIMIT RESULT LIMIT I I Alpha-BHC ND 1.00 Aroclor 1016 ND 15.0 Gamma-BHC (Lindane) ND 1.00 Aroclor 1221 ND 15.0 Beta-8HC ND 1.00 Aroclor 1232 ND 15.0 Heptachlor ND 1.00 Aroclor 1242 ND 15.0 IF Delta-BHC ND 1.00 Aroclor 1248 ND 15.0 Aldrin ND 1.00 Aroclor 1254 ND 15.0 Heptachlor Epoxide ND 1.00 Aroclor 1260 ND 15.0 I Endosulfan I ND 1.OQ 4,4'-DDE ND 1.00 Dieldrin ND 1.00 I Endrin ND 1.00 4,4'-DDD ND 1.00 Endosulfan 11 ND 1.00 4,4'-DDT ND 1.00 I Endrin Aldehyde MD 1.00 Endosulfan Sulfate ND 1.00 Chlordane ND 15.0 II Il Toxaphene 157 50.0 Methoxychlor ND 1.00 Notes and Definitions for this Report: I EXTRACTED: 06/28/95 DATE RUN: 06/29/95 I ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 100 IUNITS: UG/L ND = not detected at detection limit I I I I 161.16 I Page 12 TOXIKON CORP. REPORT Work Order # 95-06-098 Received: 06/26/95 Results by Sample 1111 SAMPLE ID HRCY-EBW SAMPLE B 09 FRACTIONS: A Date & Time Collected 06/23/95 13:0D:00 Category LIQUID AS ND mg/L DL-0.005 III I I I I I I I 1 I I I . n 1 r . . , 1 6 El 6 I Page 13 TOXIKON CORP. REPORT Work Order # 95-06-098 I\ IReceived: 06/26/95 Results by Sample SAMPLE ID HRCY-ERW FRACTION 09A TEST CODE 8080 NAME PESTICIDES/PCS Date & Time Collected 06/23/95 13:00:00 Category LIQUID RESULT LIMIT RESULT LIMIT I 1 Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamna-BHC (Lindane) ND 0.010 Aroclor 1221 ND 0 25 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 Heptachlor ND 0.010 Aroclor 1242 ND 0.25 Delta-BHC ND 0.010 Aroclor 1248 NO 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 I Endosulfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4'-DDD ND 0.010 Endosulfan 11 ND 0.010 4,4'-DDT ND 0.Q10 IEndrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 IToxaphene ND 0.50 ----.Methoxychlor ND 0.010 Notes and Definitions for this Report: i EXTRACTED: 06/28/95 DATE RUN: 06/29/95 II ANALYST: MO INSTRUMENT. HP-2 . DIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit I I I I I i 0 1606 , s Page 14 TOXIKAN CORP. REPORT work Order # 95-06-098 Received: 06/26/95 Results by Sample MO SAMPLE ID NRCY-EBS SAMPLE # 10 FRACTIONS: A Date & Time Collected 06/23/95 13:10:00 Category LIQUID AS RD mg/L DL=0.005 I I 1 I 1 /NW. I 1 1 I I i 1 1, 61) (5) II Page 15 TOXIKON CORP. REPORT Work Order 1 95-06-098 IReceived: 06/26/95 Results by Sample SAMPLE ID 11401-EBS FRACTION 10A TEST CODE 8080 NAME PESTICIDES/PC8 IDate & Time Collected 06/23/95 13:10:00 Category LIQUID RESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.010 Aroclor 1016 HD 0.25 Gamna-BHC (Lindane) ND 0.010 Aroctor 1221 ND 0.25 Beta-BHC ND 0.010 Aroctor 1232 ND 0.25 I Heptachlor belts-BHC ND 0.010 Aroclar 1242 ND 0.25 ND 0.010 Aroctor 1248 ND 0.25 Aldrin ND 0.010 Aroctor 1254 ND 0.25 Heptachlor Epoxide ND 0.010 Aroctor 1260 ND 0.25 11 Endosulfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I EndrinND 0.010 4,4' DDD ND 0.010 Endosulfan II ND 0.010 II Endrin ND 0.010 Endrin Aldehyde ND 0.010 Endosutfan Sulfate ND .0.010 Chlordane ND 0.25 -�I -.......- I Toxaphene ND 0.50 Methoxychlor ND 0.010 INotes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 II ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit I I I I I . I 0 160 6 i Page 16 TOXIKON CORP. REPORT York Order N 95-06-098 Received: 06/26/95 Results by Sample MO SAMPLE ID IIRCY-POT U . SAMPLE # 11 FRACTIONS: A Date & Time Collected 06/23/95 12:20:00 Category LIQUID AS 0.092 mg/L DL=0.025 1 1 I I 1 I I I 1 6 , _ , -- _____ ______________ 16 0 1 Page 17 TOXIKOI[ CORP. REPORT Work Order 195-06-098 I Received: 06/26/95 Results by Sample SAMPLE ID HRCY-POT W FRACTION 11A TEST CODE 8080 NAME PESTICIDES/PC8 Date & Time Collected 06/23/95 12:20:00 Category LIQUID RESULT LIMIT RESULT LIMIT 1 I Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamma-BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BHC MD 0.010 Aroclor 1232 ND 0.25 Heptachlor ND 0.010 Aroclor 1242 ND 0.25 I Delta-BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 I Endosulfan I ND 0.010 4,4'-DDE ND 0.010 ' Dieldrin ND 0.010 I Endrin NO 0.010 4,4'-DDD ND 0.010 Endosulfan II ND 0.010 4,4'-DDT ND 0.010 1 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 I Toxaphene NQ 0.50 "' Methoxychlor ND 0.010 IINotes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 IIANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit 1 . I I 1 1 __, I ( •,, 1 60 6 1 Page 18 TOXIKON CORP. REPORT Work Order S 95-06-098 Received: 06/26/95 Results by Sample WN SAMPLE ID PUP #4 SAMPLE U 11 FRACTIONS: B Date & Time Collected 06/23/95 12:20:00 Category LIQUID AS 4.86 nig/L DL-1.00 1 1 1 i 1 1 1 1 1 1 1 1 1 61L — 6_ II Page 19 0 TOXIKON CORP. REPORT Work Order 1 95-06-098 r-. IReceived: 06/26/95 Results by Sample SAMPLE ID DUP #4 FRACTION 111 TEST CODE 8080 NAME PESTICIDES/PCB I Date & Time Collected 06/23/95 12:20:00 Category LIQUID RESULT LIMIT RESULT LIMIT II U Alpha-BHC ND 1.00 Aroclor 1016 ND 15.0 Gamma BHC (Lindane) ND 1.00 Aroclor 1221 ND 15.0 Beta-BHC ND 1.00 Aroclor 1232 ND 15.0 I Heptachlor ND 1.00 Aroclor 1242 ND 15.0 Delta-BHC ND 1.00 Aroclor 1248 ND 15.0 Aldrin ND 1.00 Aroclor 1254 ND 15.0 Heptachlor Epoxide ND 1.00 Aroclor 1260 ND 15.0 II Endosutfan I ND 1.00 4,4,-DDE ND 1.00 Dieldrin ND 1.00 II Endrin ND 1.00 4,4'-DDD ND 1.00 • Endosutfan II ND 1.00 4,4'-DDT ND 1.00 IIEndrin Aldehyde ND 1.00 Endosulfan Sulfate ND 1.00 Chlordane ND 15.0 I Toxaphene 229 50.0 Methoxychlor ND 1.00 INotes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 I ANALYST: M0 INSTRUMENT: HP-2 DIL. FACTOR: 100 II UNITS: UG/L ND = not detected at detection limit II II II I , I '.9 1606 1 Page 20 TOXIKON CORP. REPORT Work Order 1 95-06-098 Received: 06/26/95 Results by Sample Si SAMPLE ID METHOD BLANK(LICIIID) SAMPLE # 12 FRACTIONS: A I Date & Time Collected not specified Category QC MD mg/L DL=.0.005 I I I I I II i •I 1 II 1 I II I . 1 cA 1 ! 6 1:1 6 ,.._ II Page 21 TOXIKON CORP. REPORT York Order #95-06-098 I Received: 06/26/95 Results by Sample SAMPLE ID METHOD BLANK(LIQUID) FRACTION 12A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected not specified Category QC II RESULT LIMIT RESULT LIMIT II I Alpha-8HC ND 0.410 Aroclor 1016 ND 0.25 Gamma-BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 Heptachlor ND 0.010 Aroclor 1242 ND 0.25 II- Delta-BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin NO 0.010 Aroclor 1254 ND 0.25 Heptachlor Epoxide ND 0.010 Aroctor 1260 MD 0.25 II II Endosulfan I ND 0.010 4,4i-DDE ND 0.010 Dieldrin ND 0.010 II Endrin ND 0.010 4,4'-DDD ND 0.010 Endosulfan II ND 0.010 4,41-DDT ND 0.010 II Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 II Toxaphene ND 0.50 Methoxychlor ND 0.010 1 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 II ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 II UNITS: UG/L ND = not detected at detection limit I I I II I/ I 0 161J6 I Page 22 TOXIKON CORP. REPORT Work Order if 95-06-098 Received; 06/26/95 Results by Sade 1011 SAMPLE ID METHOD BLANK(SOIL) SAMPLE # 1 FRACTIONS: B Date & Time Collected not specified Category OC AS ND mg/Kg DL=0.500 SAMPLE ID MEAN X RECOYERT-LCS(LIWI) SAMPLE # 13 FRACTIONS: A Date & Time Collected not specified Category OC AS 99 I 0141 I I I I I I I I I B8 r 160 6 I Page 23 T07l1KON CORP. REPORT Work Order 8 95-06-098 Received; 06/26/95 Results by Sample I SAMPLE ID MEAN X RECOVERY-LCS(LIQUI) FRACTION 13A TEST CODE 8080 , NAME PESTICIDES/PCB Date & Time Collected not specified Category QC I RESULT LIMIT RESULT LIMIT I 1 I Alpha-BHC 82 % Aroclor 1016 * % Gamma-BHC (Lindane) 81 % Aroctor 1221 * % • Beta-BHC 76 % Aroclor 1232 * % Heptachlor 91 % Aroclor 1242 * % 1` Delta-BRC 84 % Aroctor 1248 * % Aldrin 82 X Aroclor 1254 * X Heptachlor Epoxide 85 % Aroclor 1260 * % I Endosulfan I 74 % 4,4' DDE • 72 X Dieldrin 74 % Endrin 77 % I4,4'-DDD 81 X Endosulfan 11 77 X 4,4'-DDT 88 % I Endrin Aldehyde 79 % Endosulfan Sulfate 83 % Chlordane * % II Toxaphene * % Methoxychlor 86 % INotes and Definitions for this Report: EXTRACTED: 06/09/95 DATE RUN: 06/09/95 I ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: *1 IUNITS: % ND = not detected at detection limit I I I I I I 1606 t Page 24 TOXIK( i CORP. REPORT York Order # 95-06-098 Received: 06/26/95 Results by Sample SAMPLE ID !TEAM % RECOVERY-LCS(SOIL) SAMPLE # 13 FRACTIONS: B Date & Time Collected not specified Category QC AS 98 j X i SAMPLE ID RPD-LCS(LIQUID) SAMPLE # 14 FRACTIONS: A Date & Time Collected not specified Category CC AS 11. X I I I I I I 1 I I ---- 1 Page 25 TOXIKON CORP. REPORT {fork Order S 95-06-098 ^ I Received: 06/26/95 Results by Sample SAMPLE ID RPD-LCS(LtQIITD) FRACTION 14A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected not specified Category QC I RESULT LIMIT RESULT LIMIT I Alpha-BHC 6.0 X Aroclor 1016 * % Gamna-BHC (Lindane) 6.2 X Aroctor 1221 * % Beta-BHC 5.3 X Aroctor 1232 * % Heptachlor 9.9 X Aroctor 1242 * % Delta-BHC 6.0 % Aroctor 1248 * % Aldrin 6.0 % Aroclor 1254 * % Heptachlor Epoxide 8.2 % Aroclor 1260 * % I Endosulfan I 8.1 X 4,4'-DDE 5.6 X Dieldrin 2.7 % Endrin 9.0 % 111 4,4'-DDD 3.7 X Endosutfan II 3.9 % 4,4'-DDT 9.0 % I Endrin Aldehyde 2.5 % Endosulfan Sulfate 3.6 5 Chlordane * 5 I Toxaphene * % Methoxychlor 4.7 X Notes and Definitions for this Report: EXTRACTED: 06/09/95 DATE RUN: 06/09/95 II ANALYST: NO INSTRUMENT: HP-2 DIL. FACTOR: *1 IUNITS: % ND = not detected at detection limit I IliI 1 I 1 0 1 I Pege 26 TOSIKON CORP. REPORT Work Order # 95-06-098 Received: 06/26/95 Results by Sample 10 SAMPLE ID RPD-LCS(SOIL) SAMPLE # 14 FRACTIONS: B Date & Time Collected not specified Category QC AS 6.9 I 1 I I t ..r I I f 1 I I I 160 6 I Page 27 TOXIKON CORP. REPORT Work Order # 95-06-098 Received: 06/26/95 Test Methodology TEST CODE 8080 NAME PESTICIDES/PCB EPA Method: 8080, Oganochlorine Pesticides and PCB's Reference: Test Methods for Evaulating Solid Waste: Physiccal/Chemical Methods. EPA SW-846 (Third Edition) November 1990. Office of Solid Waste, USEPA. TEST CODE HEX TS NAME METALS. TOTAL EXT., SOIL REFERENCE: EPA METHOD 3050: Acid Digestion of Sediments, Sludges and Soils. Test Methods for Evaluating Solid Waste Physical/Chemical Methods. SW 846, 3rd Edition. TEST CODE MEX TW NAME METALS, TOTAL EXT., WATER REFERENCE: EPA METHOD 3005. Acid Digestion of Waters for Total Recoverable or Dissolved Metals for Analysis by Flame Atomic Absorption Spectroscopy or Inductively Coupled Plasma Spectroscopy. Test Methods for Evaluating Physical/Chemical Methods. SW 846, 3rd Edition. I I I I I I I I I I i � t 160 6 - ,... 06/27/1995 10:20 8136260939 AYRES ASSOCIATES PAGE 02 "...N....N.N....N...%%‘%%%%.‘..%!--- Q II , i.... L . su TI :in ii o t 14i4bi a E6143 k I ` 1 ` F a8 , . ... . . , , . , . . gig rs. -0, 'K- ▪n 7N.N.N."-----,NN.N.: , �,- X X --,e. , k X .>:...--..‹ rW- iii I" "*. 0 i , . < Zg 211 Fl xr, ‹ . ... .. 13 7 .. '7. -' -- Z ;. el' w 1 \\. -\\-\\\.. f.. 0 i 53 3 0 a w iz olt 0 ^ - -U c o- , . CX IX CZ 0 t v 1 y, `7 i . Liu y.., w C` '1 .1 Ali � `.....i Z � � \" \,, ` F`'• <+1 1�^' 1-^ �+. .:‘,..N ' � ' IrYi r 4 v `C ! < N �+ J ,9 .) J J , .,.. e� iil � t Z O s= 6 r F Q Q F O �, 1 p ‘-,ei '&,.2 ,t> g e 6 \n cq . t.''; 4 1,.. tt NI ;2 ;),-- ft '".3- 4 ..., ,,, _J., i ,. . , . . i7 .; . , • , , ALill A il.0 UJ UJ .. u i u j -..... ---. - -- -- --- s-. ...i, _ :L.„, - Ji }-- f— w II<V et,, L+ .; '- s— , , C '--,4. ,-., x 1606 I Page 1 TOKIICON CORP. REPORT Work Order # 95-06-084 Received: 06/23/95 07/05/95 09:43:06 I REPORT AYRES ASSOCIATES PREPARED TOXIKON WEST PALM BEACH _ TO 3901-COCONUT PALM DRIVE #100 BY 1860 OLD OKEECHOBEE RD. #401 j IITAMPA, FL 33619 e../e.WEST PALM BEACH; FL 334041 813-628-0742 FAX:813-628-0939 HRS #E86278 QA# 910150G 9 RTIFIED :Y ATTER SHARON LATZ ATTEN JOHN YAREMCHUK 111 CLIENT AYRES SAMPLES 45 PHONE (407) 478-4803 FAX 478-0214 CONTACT JOHN COMPANY AYRES ASSOCIATES FACILITY 3901-COCONUT PALM DRIVE #100 ITAMPA, FL 33619 WORK ID HEARN/REX I TAKEN 06/21/95 TRANS GREYHOUND TYPE LIQUID/SOIL IP.O. # 30-0216.00 INVOICE under separate ppver SAMPLE IDENTIFICATION TEST CODES and NAMES used on this workorder I 01 HROW2-TW2 8080 PESTICIDES/PCB 02 DUP # 3 AS ARSENIC 03 HROW2-TW1 REX TS METALS, TOTAL EXT., SOIL I 04 HROW3-TW1 TPH IR TPH BY IR EPA 418.1/9073 05 HROW3-TW2 Ob HROW1-TW2 I 07 HROW1-TW1 08 EQ. BLANK WATER # 1 09 EQ. BLANK SOIL # 1 10 HROW1-SB 1 I 11 HROWI-SB 2 12 HROW1-SB 3 13 HROW1-S8 4 14 HROW1-SB 6 I 15 HROW1-SB 5 16 HROW2-SB 1 17 HROW2 - S8 2 I 18 HROW2-SB 3 19 HROW2-SB 4 20 HROW2-SB 5 I 21 HROW2-SB 6 22 HROW3-SB 1 23 HROW3-SB 2 I 24 HROW3-SB 3 25 HROW3-S8 4 26 HROW3-SB 5 i ill II I I : . # . I Page 2 TOXIKOM CORP. REPORT York Order # 95-06-084 Received: 06/23/95 07/05/95 09:43:06 SAMPLE IDENTIFICATION 27 HROW3-SB 6 28 HRCV-SB 1 29 HRCV-SB 2 30 NRCV-SB 3 31 HRCV-SB 4 32 HRCV-SB 5 33 DUP # 2 34 DUP # 1 35 HROW1-SB 7 36 HROW3-SB 7 37 HRDW2-S3 7 111" 38 HRCV-S86 39 CV-DUP 40 METHOD BLANK - LIQUID 11 41 MEAN X REC. LCS - LIQUID 42 RPD LCS - LIQUID 43 METHOD BLANK - SOIL 44 MEAN % REC. LCS - SOIL 45 RPD LCS - SOIL I 11 I I I I I I ert Page 3 TOXIKON CORP. REPORT Work Order 0 95-06-084 Received: 06/23/95 Results by Sample SAMPLE ID HROW2-TW2 SAMPLE # 01 FRACTIONS: A Date & Time Collected 06/21/95 14:30:00 Category LIQUID TPH IR ND mg/L DL=1.0 SAMPLE ID DUP # 3 SAMPLE # 02 FRACTIONS: A Date & Time Collected 06/21/95 Category LIQUID TPN_IR ND mg/L DL=1.0 1 . SAMPLE ID HRO42-TW1 SAMPLE # 03 FRACTIONS: A Date & Time Collected 06/21/95 14:50:00 Category LIQUID TPN_IR MD mg/L DL=1.0 SAMPLE ID HROW3-TW1 SAMPLE # 04 FRACTIONS: A Date & Time Collected 06/21/95 13:20:00 Category LIQUID TPH IR ND mg/L DL=1.0 SAMPLE ID HROW3-TW2 SAMPLE # 05 FRACTIONS: A Date & Time Collected 06/21/95 13:35:00 Category LIQUID TPH_IR ND mg/L DL=1.0 SAMPLE ID HROW1-TW2 SAMPLE # 06 FRACTIONS: A Date & Time Collected 06/21/95 17:40:00 Category LIQUID TPH IR ND mg/L DL=1.0 SAMPLE ID HROW1-Till SAMPLE II 07 FRACTIONS: A Date & Time Collected 06/21/95 17:45:00 Category LIQUID TPNIR ND mg/L DL=1.0 SAMPLE ID EQ. BLANK WATER # 1 SAMPLE # 08 FRACTIONS: A Date & Time Collected 06/22/95 08:15:00 Category LIQUID TPH_IR ND — mg/L DL=1.0 1600 - Page 4 TOXIKON CORP. REPORT York Order # 95-06-084 Received: 06/23/95 Results by Sample SAMPLE ID EQ. BLANK SOIL # 1 SAMPLE # 09 FRACTIONS: A Date & Time Collected 06/22/95 08:20:00 Category LIQUID TPH_IR ND mg/L DL=1.0 SAMPLE ID IROW1-SB 1 SAMPLE # 10 FRACTIONS: A Date & Time Collected 06/19/95 15:37:00 Category SOIL TPH IR ND mg/Kg DL=5.0 I SAMPLE ID HROW1-SB 2 SAMPLE # 11 FRACTIONS: A •I Date & Time Collected 06/19/95 15:56:00 Category SOIL TPR IR 2860 mg/Kg DL=5.0 I SAMPLE ID HROW1-SB 3 SAMPLE # 12 FRACTIONS: A Date & Time Collected 06/19/95 16:20:00 Category SOIL TPN_IR 5.68 mg/Kg DL=5.0 SAMPLE ID HROW1-SB 4 SAMPLE # 13 FRACTIONS: A Date & Time Collected 06/19/95 16:45:00 Category SOIL TPH_IR 1200 mg/Kg DL=5.0 SAMPLE ID HROW1-SB 6 SAMPLE # 14 FRACTIONS: A Date & Time Collected 06/21/95 16:30:00 Category SOIL TIM IR 13.8 mg/Kg DL=5.0 SAMPLE ID HROW1-S8 5 SAMPLE #15 FRACTIONS: A Date & Time Collected 06/19/95 17:15:00 Category SOIL TPH IR 3360 mg/Kg DL=5.0 SAMPLE ID HROW2-SB 1 SAMPLE # 16 FRACTIONS: A Date &Time Collected 06/20/95 09:15.00 Category SOIL TPH IR ND mg/Kg DL=5.0 Page 5 TOXIKON CORP. REPORT York Order #95-06-084 Received: 06/23/95 Results by Sample SAMPLE ID HROY2 - SB 2 SAMPLE # 17FRACTI ONS: A Date & Time Collected 06/20/95 09:55:00 Category SOIL TPHIR ND mg/Kg DL=5.0 SAMPLE ID HROY2-SB 3 SAMPLE # 18 FRACTIONS: A Date & Time Collected 06/20/95 10:45:00 Category SOIL TPH_IR ND mg/Kg DL=5.0 I SAMPLE ID HR01/2-SB 4 - SAMPLE # 19 FRACTIONS: A IDate & Time Collected 06/20/95 11:15:00 Category SOIL TPH IR ND mg/Kg DL=5.0 SAMPLE ID HROY2-SB 5 SAMPLE # 20 FRACTIONS: A Date & Time Collected 06/20/95 11:45:00 Category SOIL TPH IR 3780 mg/Kg DL=5.0 SAMPLE ID HROY2-SB 6 SAMPLE # 21 FRACTIONS: A Date & Time Collected 06/10/95 12:30:00 Category SOIL TPH_IR 23.0 mg/kg DL=5.0 SAMPLE ID HROY3-SB 1 SAMPLE # T? FRACTIONS: A Date & Time Collected 06/20/95 14:10:00 Category SOIL TPH IR ND mg/kg DL=5.0 SAMPLE ID HROIC3-SB 2 SAMPLE # 23 FRACTIONS: A Date & Time Collected 06/20/95 14:45:00 Category SOIL TPHIR ND mg/kg DL=5.0 SAMPLE ID HROY3-SB 3 SAMPLE # 24 FRACTIONS; A Date & Time Collected 06/20/95 15:30:00 Category SOIL TPH_IR ND mg/kg DL=5.0 1606 I Page 6 TOXIKON CORP. REPORT York Order # 95-06-084 Received: 06/23/95 Results by Sample Ili SAMPLE ID HROY3-SB 4 SAMPLE # 25 FRACTIONS: A Date & Time Collected 06/20/95 17:10:00 Category SOIL ITPHIR 13700 mg/kg DL=5.0 I SAMPLE ID HROY3-SB 5 SAMPLE # 26 FRACTIONS: Date & Time Collected 06/21/95 08:42:00 Category SOIL I TPH_IR 506 mg/kg DL=5.0 III SAMPLE ID HRW3-SB 6 SAMPLE # 27 _FRACTIONS: A Date & Time Collected 06/20/95 16:45:00 Category SOIL AS 2.73 mg/Kg DL=1.00 I . I I I I I I I • i000_ Page 7 TOXICOM CORP. REPORT Work Order 95-06-084 Received: 06/23/95 Results by Sample SAMPLE ID 11ROY3-SB 6 FRACTION 27A TEST CODE 8080 WANE PESTICIDES /PCB Date & Time Collected 06/20/95 16:45:00 Category SOIL 1 RESULT LIMIT RESULT LIMIT I Alpha-BHC ND .0Q13 Aroctor 1016 ND 0.019 Gamma-BHC (Lindane) ND .0013 Aroclor 1221 ND 0.019 Beta-BHC ND .0013 Aroclor 1232 ND 0.019 Heptachlor ND .0013 Aroclor 1242 ND 0.019 Delta-BHC ND .0013 Aroclor 1248 ND 0.019 Aldrin ND .0013 Aroclor 1254 ND 0.019 Heptachlor Epoxide ND .0013 Aroclor 1260 ND 0.019 Endosulfan I ND .0013 4,4'-DDE ND 0013 Dieldrin ND .0013 Endrin ND .0013 4,4'-DDD ND 0013 Endasulfan II ND .0013 4,4'-DDT ND .0013 I Endrin Aldehyde - ND .0013 Endosuifan Sulfate MD .0013 Chlordane ND 0.019 Toxaphene ND 0.065 Methoxychlor ND .0013 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ANALYST: MO INSTRUMENT: HP-2 OIL. FACTOR: 4 UNITS: MG/KG, ND = not detected at detection limit I I I I 1606 I Page 8 TOXIKON CORP. REPORT York Order t 95-06-084 Received; 06/23/95 Results by Sample ti SAMPLE ID NRCV-S8 1 SAMPLE # 28 FRACTIONS: A Date & Time Cotlected 06/22/95 11:00:00 Category SOIL AS 0.899 mg/Kg DL=0.500 I I I 1 I I lR I i I I 1 1 I 414I 1606 I Page 9 TOXIKON CORP. REPORT Work Order 0 95-06-084 ,.... IReceived: 06/23/95 Results by Sample SAMPLE ID IIRCV-SB 1 FRACTION 28A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/22/95 11:00:00 Category SOIL 111 RESULT LIMIT RESULT LIMIT 1 I Alpha-BHC ND .0013 Aroclor 1016 ND 0.020 Gamna-BHC (Lindane) ND .0013 Aroclor 1221 ND 0.020 Beta-BHC ND .0013 Aroclor 1232 Heptachlor ND 0.020 ND .0013 Aroclor 1242 ND 0.020 III Delta-BHC ND .0013 Aroclor 1248 ND 0.020 Aldrin ND .0013 Aroclor 1254 ND 0.020 Heptachlor Epoxide ND .0013 Aroclor 1260 ND 0.020 I Endosulfan I ND .0013 4,4, DDE ND .0013 Dieldrin ND .0013 Endrin ND .0013 I 4,4'-DDD HD .0013 Endosulfan 11 ND .0013 4,4,-DDT ND .0013 1 Endrin Aldehyde ND .0013 Endosulfan Sulfate ND .0013 Chlordane ND 0.020 I Toxaphene 643 0.070 Methoxychlor ND .0013 Notes and Definitions for this Report: 11 EXTRACTED: 06/27/95 DATE RUN: 06/27/95, I ANALYST: MO INSTRUMENT. NP-2 DIL. FACTOR: 4 IUNITS: MG/KG ND = not detected at detection limit I I 1 1 . s 160 6 I Page 10 TOXLKOM CORP. REPORT Bork Order #95-06-084 Received: 06/23/95 Results by Sanpie BO SAMPLE ID HRCV-SB 2 SAMPLE # 29 FRACTIONS: A Date & Time Collected 06/22/95 12:20:00 Category SOIL I AS ND mg/Kg DL=0.500 I I I I I I I I I I I I I 1 a 6 6 I Page 11 TOXIKON CORP. REPORT York Order $ 95-06-084 ' Received: 06/23/95 Results by Sample SAMPLE ID HRCV-SB 2 FRACTION 29A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/22/95 12:20:00 Category SOIL ' RESULT LIMIT RESULT LIMIT Alpha-BHC ND .0013 Aroclor 1016 HD 0.020 Gamma-BHC (Lindane) ND .0013 Aroctor 1221 ND 0.020 Beta-BHC ND .0013 Aroclor 1232 ND 0.020 Heptachlor ND .0013 Aroclor 1242 ND 0.020 Detta-BHC ND .0013 Aroclor 1248 ND 0.Q20 Aldrin ND .0013 Aroclor 1254 ND 0.020 Heptachlor Epoxide ND .0013 Aroclor 1260 ND 0.020 Endosulfan I ND .0013 4,4'-DDE ND .0013 Dieldrin ND .0013 Endrin ND .0013 4,4'-DDD ND ,.0013 Endosulfan it ND .0013 ' 4,40-DDT ND .0013 Endrin Aldehyde ND .0013 Endosulfan Sulfate ND .0013 Chlordane ND 0.020 Toxaphene 655 0.070 Methoxychlor ND .0013 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 11 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 4 UNITS: MG/KG ND = not detected at detection limit 1 I I 1 -� 1606 I I Page 12 TOXIKON CORP. REPORT Work Order # 95-06-084 Received: 06/23/95 Results by Savile SAMPLE ID HRCV-S8 3 SAMPLE # 30 FRACTIONS: A Date & Time Collected 06/22/95 13:30:00 Category SOIL AS 112 mg/Kg DL=20.0 r r w 1 1 1 1 1 I 0 1606 1 Page 13 TOXIKOM CORP. REPORT Work Order # 95-06-084 �^ Received: 06/23/95 Results by Sample SAMPLE ID HRCV-S8 3 FRACTION 30A TEST CODE 8080 NAME PESTICIDES/PCB Date 8 Time Collected 06/22/95 13:30:00 Category SOIL RESULT LIMIT RESULT LIMIT 1 ' Alpha-BHC ND 1.90 Aroclor 1016 ND 28.0 Gemma-BHC (Lindane) MD 1.90 Aroclor 1221 ND 28.0 Beta-BHC ND 1.90 Aroclor 1232 ND 28.0 Heptachlor ND 1.90 Aroclor 1242 ND 28.0 Delta-BHC Aldrin ND 28.0 ND 1.90 Aroclor 1248 ND '1.90 Aroclor 1254 ND 28.0 Heptachlor Epoxide ND 1.90 Aroclor 1260 ND 28.0 Endosulfan I ND 1.90 4,4'-DDE ND 1.90 Dieldrin ND 1.90 Endrin ND 1.90 ' 4,4'-DOD ND 1.90 Endosulfan II ND 1.90 4,4'-DDT ND 1.90 Endrin Aldehyde ND 1.90 Endosulfan Sulfate ND 1.90 Chlordane ND 28.0 ' Toxaphene 4300 92.0 Methoxychlor ND 1.90 ' Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 5E+3 UNITS: MG/KG ND = not detected at detection limit •i 1 1 1 i -� 1606 I Page 14 TOXIKON CORP. REPORT Work Order # 95-06-084 Received: 06/23/95 Results by Sample WO SAMPLE ID HRCV-SB 4 SAMPLE # 31 FRACTIONS: A ' Date & Time Collected 06/22/95 14:45:00 Category SOIL AS 17.7 mg/Kg OL=2.50 1 AWL1 1 I 1 1 1 I 1 1 16C 1 Page 15 TOXIKOM CORP. REPORT York Order B 95-06-084 ...--� IReceived: 06/23/95 Results by Saaple SAMPLE ID HRCV-SB 4 FRACTION 31A TEST CODE $080 NAME PESTICIDES/PCB IIDate & Time Collected 06/22/95 14:45:00 Category SOIL RESULT LIMIT RESULT LIMIT I I Alpha-BHC ND 0.004 Aroclor 1016 NO 0.060 Gamna-BHC (Lindane) ND 0.004 Aroclor 1221 ND 0.060 Beta-BHC ND 0.004 Aroclor 1232 ND 0.060 Heptachlor ND 0.004 Aroclor 1242 ND 0.060 I . Delta-BHC ND 0.004 Aroclor 1248 MD 0.060 Aldrin ND 0.004 Aroclor 1254 ND 0.060 Heptachlor Epoxide ND 0.004 Aroctor 1260 ND 0.060 1 Endosulfan I ND 0.004 4,4'-DDE ND 0.004 Dietdrin ND 0.004 Endrin ND 0.004 I 4,4'-DDD ND 0.004 Endosulfan I1 ND 0.004 4,4'-DDT ND 0.004 1 Endrin Aldehyde ND 0.004 Endosulfan Sulfate ND 0.004 Chlordane ND 0.060 1 Toxaphene 56.4 0.160 Methoxychlor ND 0.004 Notes and Definitions for this Report: I EXTRACTED: 06/27/95 DATE RUN: 06/27/95 I ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 10 U UNITS: MG/KG ND = not detected at detection limit I I 1 1 I 1 611 6 Page 16 TOXIKON CORP. REPORT Work Order # 95-06-084 Received: 06/23/95 Results by Sample WO SAMPLE ID HRCV-SB 5 SAMPLE # 32 FRACTIONS: A Date & Time Collected 06/22/45 15:30:00 Category SOIL IAS 20.8 mg/Kg DL=2,50 1 I I 1 i E.) i I 1 i 1 I 1 6][11 —6— Page 17 TOXIKON CORP. REPORT York Order # 95-06-084 Received: 06/23/95 Results by Sample ' SAMPLE ID HRCV-SB 5 FRACTION 32A TEST CODE 8080 NAME PESTICIDES/PCB ' Date & Time Collected 06/22/95 15:30:00 Category SOIL RESULT LIMIT RESULT LIMIT 1 Alpha-BHC ND 0.185 Aroclor 1016 ND 2.80 Gamma-BHC (Lindane) ND 0.185 Aroclor 1221 ND 2.80 Beta-BHC ND 0.185 Aroclor 1232 ND 2.80 Heptachlor ND 0.185 Aroclor 1242 ND 2.80 Delta-BHC' ND 0.185 Aroclor 1248 ND 2.80 Aldrin ND 0.185 Aroclor 1254 ND 2.80 Heptachlor Epoxide ND 0.185 Aroclor 1260 Endosulfan I ND 2.80 ND 0.185 4,4'-DDE ND 0.185 Dieldrin ND 0.185 ' Endrin ND 0.185 4,4'-DDD ND 0.185 Endosulfan [I ND 0.185 4,4'-DDT ND 0.185 I Endrin Aldehyde ND 0.185 Endosulfan Sulfate ND 0.185 Chlordane ND 2.80 ' Toxaphene 224 8.00 -r Methoxychlor ND 0.185 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ' ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 500 UNITS: MG/KG ND = not detected at detection limit 1 1 i 1 I 1 1 611 6 I Page 18 TOXIKON CORP. REPORT Work Order f 95-06-084 Received: 06/23/95 Results by Sample 0 SAMPLE ID DUP # 2 SAMPLE # 33 FRACTIONS: A Date & Time Collected not specified Category SOIL TPH_IR 464 mg/kg DL=5.0 1 SAMPLE ID DUP # i SAMPLE # 34 FRACTIONS: A Date & Time Collected not specified Category SOIL TPN_IR 4270 mg/kg DL=5.0 I SAMPLE ID HROY1-S8 7 SAMPLE # 35 FRACTIONS: A Date & Time Collected 06/22/95 09:15:00 Category SOIL TPH_IR ND mg/kg DL=5.0 SAMPLE ID HROU3-S8 7 SAMPLE # 36 FRACTIONS: A Date & Time Collected 06/20/95 16:15:00 Category SOIL TPH IR ND mg/kg DL=5.0 ' SAMPLE ID HROL2-S8 7 SAMPLE # 37 FRACTIONS: A Date & Time Collected 06/20/95 13:10:00 Category SOIL TPH IR 37.0 mg/kg DL=5.0 ' SAMPLE ID HRCV-S86 SAMPLE #38 FRACTIONS: A Date & Time Collected 06/22/95 16:40:00 Category SOIL AS ND mg/Kg DL=0.500 SAMPLE ID CV-DUP SAMPLE # 39 FRACTIONS: A Date & Time Collected not specified Category SOIL I AS 17.5 mg/Kg DL=2.50 Jb'J . , . _ 1 6 D b Page 19 TOXIKON CORP. REPORT Work Order # 95-06-084 IIReceived: 06/23/95 Results by SampleSAMPLE ID CV-DUP FRACTION 39A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected not specified Category SOIL I RESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.800 Aroclor 1016 RD 11.3 II Gamma-8HC (Lindane) ND 0.800 Aroclor 1221 ND 11.3 Beta-BHC ND 0.800 Aroclor 1232 ND 11.3 Heptachlor ND 0.800 Aroclor 1242 ND 11.3 I Delta-BHC Aldrin ND 0.800 Aroclor 1248 ND 11.3 ND 0.800 Aroclor 1254 ND 11.3 Heptachlor Epoxide ND 0.800 Aroclor 1260 ND 11.3 I Endosulfan I ND 0.800 4,4'-ODE ND 0.800 Dieldrin ND 0.800 Endrin ND 0.800 I 4,4'-DDD ND 0.800 Endosulfan II ND 0.800 4,4'-DDT ND 0.800 II Endrin Aldehyde ND 0.800 Endosulfan Sulfate ND 0.800 Chlordane ND 11.3 r Toxaphene 161 38.0 .-.l� Methoxychlor ND 0.800 Notes and Definitions for this Report: I EXTRACTED: 06/27/95 DATE RUN: 06/27/95 r ANALYST: MO INSTRUMENT: 'HP-2 DIL. FACTOR: 2E+3 II UNITS: MG/KG ND = not detected at detection limit r I I II r 61 • 1606 Page 20 TOXIKON CORP. REPORT Work Order # 95-06-084 Received: 06/23/95 Results by Saaple SAMPLE ID METHOD BLANK •- LIQUID SAMPLE # 40 FRACTIONS: A Date & Time Collected not specified Category QC TPH_IR ND mg/L OL=1.0 SAMPLE ID MEAN X REC. LCS - LIQUID SAMPLE # 41 FRACTIONS: A Date & Time Collected not specified Category QC TPA IR 107 I SAMPLE ID RPD LCS - LIQUID SAMPLE # 42 FRACTIONS: A Date & Time Collected not specified Category QC TPH IR 6.8 1 SAMPLE ID METHOD BLANK - SOIL SAMPLE # 43 FRACTIONS: A Date & Time Collected not specified Category QC AS ND TPH_IR ND mg/Kg DL=0.500 mg/kg DL=5.0 I 1 I 1 I 1 1 0 I . _toll 6 1 Page 21 TOXIKON CORP. REPORT York Order 1 95-06-084 Received: 06/23/95 Results by Saeple ^ I SAMPLE ID METHOD BLANK - SOIL FRACTION 43A TEST CODE $OBO NAME PESTICIDES/PCB Date & Time Collected not specified Category QC II RESULT LIMIT RESULT LIMIT I ii Alpha-BHC ND .0005 Aroclor 1016 HD 0.020 Gamma-BHC (Lindane) ND .0005 Aroclor 1221 ND 0.020 Beta-BHC ND .0005 Aroclor 1232 NO 0.020 Heptachlor ND .0005 Aroclor 1242 ND 0.020 I Delta-BHC Aldrin ND .0005 Aroclor 1248 ND .0005 Aroclor 1254 ND 0.020ND 0.020 Heptachlor Epoxide ND .0005 Aroclor 1260 II Endosulfan I NO .0005 ND 0.020 4,4'-DOE ND .0005 Dieldrin ND .0005 Endrin ND .0005 I 4,4'-ODD ND .0005 Endosulfan II ND .0005 4,4'-DDT ND .0005 I Endrin Aldehyde ND .0005 Endosulfan Sulfate ND .0005 Chlordane ND 0.005 I Toxaphene ND 0.020 --� Methoxychlor ND .0005 Notes and Definitions for this Report: II EXTRACTED: 06/27/95 DATE RUN: 06/27/95 IANALYST: MD INSTRUMENT: HP-2 OIL. FACTOR: 1 IUNITS: MG/KG ND = not detected at detection limit I 1 I I 16 D 6 Page 22 TOXIKON CORP. REPORT York Order I 95-06-084 Received: 06/23/95 Results by Sample SAMPLE ID MEAN X REC. LCS - SOIL SAMPLE # 44 FRACTIONS: A Date & Time Collected not specified Category QC ! AS 90 TPN_IR 100 X X • • I I I kiND ! I Page 23 TOXIKON CORP. REPORT Work Order 1 95-06-084 Received: 06/23/95 Results by Sample I SAMPLE ID MEAN % REC. LCS - SOIL FRACTION 44A TEST CODE 8080 NAME PESTICIDES/PC8 Date & Time Collected not specified Category QC I/ RESULT LIMIT RESULT LIMIT I Alpha-BHC 106 % Aroclor 1016 *, Gamna-BHC (lindane) X 88 %% Aroclor 1221 * % Beta-BHC 84 % Aroclor 12322 * Heptachlor % 106 % Aroclor 1242 * % I Delta-BHC Aldrin 91 % Aroclor 1248 * % 87 % Aroclor 1254 * % Heptachlor Epoxide 83 % Aroclor 1260 *IIEndosulfan I X 76 % 4,4'-DDE • 76 % Dieldrin 78 .% Endrin 85 % I 4,41-000 80 X Endosulfan It 82 % 4,4'-DDT 105 % I Endrin Aldehyde 89 % Endosulfan Sulfate 92 % Chlordane * % Toxaphene 96 % I Methoxychlor 105 % Notes and Definitions for this Report: I EXTRACTED: 06/08/95 DATE RUN: 06/09/95 I ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 UNITS: % I ND = not detected at detection limit I I I I 16EJ6 I Page 24 TOXIKON CORP. REPORT Work Order S 95-06-084 Received: 06/23/95 Results by Sample SAMPLE ID RPD LCS - SOIL SAMPLE 0 45 FRACTIONS: A Date & Time Collected not specified Category QC AS 1.7 TPR IR 1.0 % X 1 1 I I 1 1 t 1 I I I 1 t • I 1 6 6 f Page 25 TOXIKON CORP. REPORT York Order 1 95-06-084 IReceived: 06/23/95 Results by Sample SAMPLE ID RPD LCS -SOIL FRACTION 45A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected not specified Category UC RESULT LIMIT RESULT LIMIT I I Alpha-BHC 6.6 X Aroclor 1016 * % Gamma-BHC (Lindane) 8.0 % Aroclor 1221 * % Beta-BHC 0 % Aroclor 1232 * % Heptachlor 10 % Aroctor 1242 • % I Delta-BNC 5.4 % Aroclor 1248 * % Aldrin 6.9 % Aroclor 1254 * % Heptachlor Epoxide 1.2 % Aroctor 1260 * % I Endosulfan 1 6.6 X 4,4'-DDE • 7.9 % Dieldrin 9.0 % Endrin 5.9 % I 4,4'-DDD 3.8 % Endosulfan II 4.9 % 4,4'-DDT 10 % I Endrin Aldehyde 4.5 % Endosulfan Sulfate 4.3 % Chlordane * % I Toxaphene 0 X Methoxychlor 6.7 % Notes and Definitions for this Report: I EXTRACTED: 06/08/95 DATE RUN: . 06/09/95 IANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: X ND = not detected at detection limit I I I I I 16136 Page 26 TOXIKON CORP. REPORT Work Order it 95-06-084 Received: 06/23/95 Test Methodology 1110 TEST CODE 8080 NAME PESTICIDES/PCB EPA Method: 8080, Oganochtorine Pesticides and PCB's Reference: Test Methods for Evautating Solid Waste: Physiccat/Chemical Methods. EPA SW-846 (Third Edition) November 1990. Office of Solid Waste, USEPA. TEST CODE MEX TS NAME METALS, TOTAL EXT., SOIL REFERENCE: EPA METHOD 3050: Acid Digestion of Sediments, Sludges and Soils. Test Methods for Evaluating Solid Waste Physical/Chemical Methods. SW 846, 3rd Edition. TEST CODE TPM IR NAME TPH BY IR EPA 418.1/9073 EPA METHOD: 418.1 for water sample. Reference: Methods for Chemical Analysis of Water and Wastes. EPA 600/4-79-020 (Revised, March 1983). EPA/EMSL, Cincinnati, OH. EPA METHOD: 9073 for soil sample. Reference: Test Methods for Evaluating solid Waste: Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA. I 111 4110 I I I I I 16136 .1 ,,, .. . .5.;/- .. . 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REPORT Work Order 195-06-128 Received: 06/30/95 07/19/95 15:57:24 r REPORT AYRES ASSOCIATES PREPARED TOXIKON WEST PALM BEACH 111 TO 3901-COCONUT PALM DRIVE #100 BY 1860 OLD OKEECHOBEE RD. #401 �� TAMPA. FL 33619 WEST PALM BEACH, FL 33409 / 813-628-0742 FAX:813-628-0939 HRS #E86278 QA# 910150G fRTIFIED :Y ATTER SHARON LATZ ATM JOHN YAREMCHUK PHONE (407) 478-4803 FAX 478-0214// CONTACT JOHN CLIENT AYRES SAMPLES 24 COMPANY AYRES ASSOCIATES FACILITY 3901-COCONUT PALM DRIVE #100 TAMPA. FL 33619 WORK ID 30-0216.00 HEARN REX TAKEN 06/27/95 TRANS GREYHOUND TYPE LIQUID/SOIL P.O. # 30-0216.00 INV. # 1494 • SAMPLE IDENTIFICATION TEST CODES and NAMES used on this workorder 01 HRPS1-SB1 601602 PURG. HALOCARBONS & AROMAT 02 HRPS1-5B2 801020 PURGEABLE HAL. & ARO. SOIL 03 HRPS1-SB3 8080 PESTICIDES/PCB 04 HRPS2-SB1 8100 PAH 05 HRPS2-SB2 81405 ORG. PHOS. PEST.-SOIL 06 HRPS2-SB3 8140W ORG. PHOS. PEST.-DATER 07 DUP #5 8150S CHLORINATED HERB.-SOIL 08 HRPS2-BW1 8150W CHLORINATED HERB. - WATER 09 HRPS1-TW1 10 HRPS1-TW2 11 HRPS1-TW3 12 HRPS2-TW1 - 13 HRPS2-TW2 14 HRPS2-TW3 15 HRPS2-BW1 16 HRPS2-EQS 17 HRPS2-EBW 18 DUP#6 19 METHOD BLANK - LIQUID 20 MEAN % REC. LCS - LIQUID 21 RPD LCS - LIQUID 22 METHOD BLANK - SOIL 23 MEAN % REC. LCS - SOIL 24 RPD LCS - SOIL 1 1 t r 0 1, 6 1:1 _6__ I Page 2 TOXIKON CORP. REPORT Work Order # 95-06-128 --� Received: 06/30/95 Results by Sample SAMPLE ID NRPS1-SBI FRACTION 01A TEST CODE 801020 NAME PURGEABLE HAL. & ARO. SOIL IDate S. Time Collected 06/27/95 11:40:00 Category SOIL IEPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT Benzene ND 2.00 I Chloromethane ND 2.00 Toluene ND 2.00 Bromomethane ND 2.00 Ethylbenzene ND 2.00 Vinyl Chloride ND 2.00 Xytenes (Total) ND 2.00 III Dichlorodifluoromethane ND 2.00 MTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 I Trichlorofluoromethane ND 2.00 1,3-Oichlorcethene ND 2.00 1,1-Dichloroethane ND 2.00 trans-1,2-Dichloroethene ND 2.00 I Chloroform ND 2.00 1,2 Dichloroethane ND 2.00 1,1,1-Trichloroethane ND 2.00 I Carbon tetrachloride ND 2.00 Bromodichloromethane ND 2.00 1,2-Dichloropropane ND 2.00 I Trans-1,3-Dichloropropane ND 2.00 Trichloroethene ND 2.00 cis-1,3-Dichloropropene NO 2.00 1,1,2-Trichloroethane ND 2.00 I Dibromochloromethane ND 2.00 2-Chloroethylvinyt ether ND 2.00 Bromoform ND 2.00 I 1,1,2,2-Tetrachloroethane ND 2.00 Tetrachloroethene ND 2.00 Chlorobenzene ND 2.00 1,4-Dichlorobenzene ND 2.00 I 1,3-Dichtorobenzene ND 2.00 1,2 Dichlorobenzene ND 2.00 INotes and Definitions for this Report: I DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-1 DIL. FACTOR: 1 UNITS ug/Kg ND = not detected at detection limit I I '..„ I , , 1606 6 1 a Page 3 TOXIKON CORP. REPORT York Order 1 95-06-128 Received: 06/30/95 Results by Sample lid II SAMPLE ID HRPS1-SB1 FRACTION 01A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/27/95 11:40:00 Category SOIL 1 RESULT LIMIT RESULT LIMIT 1 Alpha-BHC ND 0.30 Aroclor 1016 ND 5.00 Gamma-BHC (Lindane) ND 0.30 Aroclor 1221 ND 5.00 Beta-BHC ND 0.30 Aroclor 1232 ND 5.00 I Heptachlor ND 0.30 Aroclor 1242 ND 5.00 Delta BHC ND 0.30 Aroclor 1248 ND 5.00 - Aldrin ND 0.30 Aroclor 1254 ND 5.00 I Heptachlor Epoxide ND 0.30 Aroclor 1260 ND 5.00 Endosulfan I ND 0.30 4,4'-DDE ND 0.30 Dieldrin ND 0.30 I Endrin ND 0.30 4,4' DDD ND 0.30 EndosuLfan II NO 0.30 I 4,4'-DDT ND 0.30 Endrin Aldehyde ND 0.30 Endosulfan Sulfate ND 0.30 n! Chlordane ND 5.00 Toxaphene ND 20.0 Methoxychlor ND 0.30 INotes and Definitions for this Report: EXTRACTED: 07/07/95 I DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/KG ND = not detected at detection limit I I I I P. • 0 16O6 1 ' Page 4 TO)(ICON CORP- REPORT York Order #95-06-128 �. Received: 06/30/95 Results by Sanple SAMPLE ID NRPS1-S81 FRACTION 01A TEST CODE 8100 NAME PAN IIDate & Time Collected 06/27/95 11:40:00 Category SOIL IPOLYNUCLEAR AROMATIC HYDROCARBONS I DETECT CAS RESULT LIMIT NUMBER Naphthalene ND 200 91-20-3 1-Methylnaphthalene ND 200 I 2-Methylnaphthalene ND 200 Acenaphthylene ND 200 208-96-8 •- Acenaphthene ND 200 83-32-9 1 Fluorene Phenanthrene ND 200 86-73-7 ND 200 85-01-8 Anthracene ND 200 120-12-7 Fluoranthene ND 200 206-44-0 Pyrene ND 200 129-00-0 Benzo(a)anthracene ND 200 56-55-3 Chrysene ND 200 218-01-9 I I Benzo(b)fluoranthene ND 200 205-99-2 8enzo(k)fluoranthene ND 200 207-08-9 Benzo(a)pyrene ND 200 50-32-8 I Indeno(1,2,3-cd)pyrene ND 200 193-39-5 Dibenz(a,h)anthracene ND 200 53-70-3 -"., Benzo(g,h,i)peryiene ND 200 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 07/03/95 DATE RUN 07/03/95 ANALYST BF INSTRUMENT PE I UNITS u K DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I I e 16EJ 6 1 ....... Page 5 TODCIKON CORP. REPORT Work Order If 95-06-128 Received: 06/30/95 Results by Sample OW SAMPLE ID NRPS1-5B1 FRACTION O1A TEST CODE 8140S NAME ORG. PHDS. PEST.-SOIL I Date & Time Collected 06/27/95 11:40:00 Category SOIL IRESIJLT UNITS = mg/Kg II Azinphos Methyl NO 1.00 Demeton ND 0.500 Diazinon ND 0.500 Disulfoton ND 0.500 1 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 0.100 I Parathion Methyl ND 0.100 INotes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: RP-4 to DIL. FACTOR: 1 ND = not detected at detection limit I I I I 5 I I 160 6 1 Page 6 TOXIKON CORP. REPORT York Order 95-06-128 Received: 06/30/95 Results by Saople SAMPLE ID HRPS1-S81 FRACTION 01A TEST CODE 8150S NAME CHLORINATED HERB.-SOIL Date & Time Collected 06/27/95 11:40:00 Category SOIL RESULT LIMIT UNITS = ug/Kg ' 2,4-D8 ND 750 2,4-0 ND 750 2,4,5-T NO 750 Sitvex (2,4,5-TP) ND 750 Dinoseb (DNBP) ND 750 Datapon MD 750 Dicamba ND 750 1 Dichlorprop ND 750 MCPA ND 7500 1 MCPP ND 7500 --� Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/17/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 ND = not detected at detection Limit I 11 i 1 i 1 6 13 6 I Page 7 TOXIKON CORP. REPORT Work Order / 95-06-128 r Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-S62 FRACTION 02A TEST CODE 801020 NAME PORBEAGLE HAL. & ARD. SOIL I Date & Time Collected 06/27/95 12:25:00 Category SOIL II EPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT I Benzene ND 2.00 Chloromethane NO 2.00 Toluene ND 2.00 Bromomethane ND 2.00 Ethylbenzene ND 2.00 Vinyl Chloride ND 2.00 Xylenes (Total) ND 2.00 I Dichlorodifluoromethane ND 2.00 MTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 I Trichlorofluoromethane ND 2.00 1,1-Dichloroethene ND 2.00 1,1-Dichloroethane ND 2.00 trans-1,2-Dichloroethene ND 2.00 I Chloroform ND 2.0Q 1,2 Dichloroethane ND 2.00 1,1,1-Trichtoroethane ND 2.00 I Carbon tetrachloride ND 2.00 eromodichloromethane ND 2.00 1,2-Dichtoropropane ND 2.00 = Trans-1,3-Dichloropropane ND 2.00 Trichloroethene ND 2.00 cis-1,3-Dichloropropene ND 2.00 1,1,2-Trichloroethane ND 2.00 I Dibromochloromethane ND 2.00 2 Chloroethylviny! ether ND 2.00 Bromoform ND 2.00 I 1,1,2,2-Tetrachloroethane ND 2.00 Tetrachloroethene ND 2.00 Chlorobenzene ND 2.00 1,4-Dichlorobenzene ND 2.00 I 1,3-Dichlorobenzene ND 2.00 1,2-Dichlorobenzene ND 2.00 1 Notes and Definitions for this Report: DATE RUN: 07/03/95 I ANALYST: MAP INSTRUMENT: HP-1 OIL. FACTOR: 1 1 UNITS ug/Kg ND = not detected at detection limit I St I 0 . I —6 11 Page S TOXIKON CORP. REPORT Results by Saaple York Order 1 95-06-128 0. 1 Received: 06/30/95 SAMPLE ID HRPS1-S82 FRACTION 02A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/27/95 12:25:00 Category SOIL IRESULT LIMIT RESULT LIMIT IIAlpha-BHC ND 0.30 Aroclor 1016 ND 5.00 Gamma BHC (Lindane) ND 0.30 Aroclor 1221 ND 5.00 Beta-BHC ND 0.30 Aroclor 1232 ND 5.00 I Heptachlor • ND 0.30 Aroclor 1242 ND 5.00 Delta BHC ND 0.30 Aroclor 1248 ND 5.00 - Aldrin ND 0.30 Aroclor 1254 ND 5.00 II Heptachlor Epoxide ND 0.30 Aroclor 1260 ND 5.00 Endosulfan I ND 0.30 4,4'-DDE ND 0.30 Dieldrin ND 0.30 I Endrin ND 0.30 4,4' DDD ND 0.30 Endosulfan II ND 0.30 I 4,41-DDT ND 0.30 Endrin Aldehyde ND 0.30 Endosulfan Sulfate ND 0.30 1 Chlordane ND 5.00 Toxaphene ND 20.0 Methoxychlor ND 0.30 I Notes and Definitions for this Report: EXTRACTED: 07/07/95 II DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IIUNITS: UG/KG ND = not detected at detection limit I I II I I ,-- ' 160 6 I ....._' Page 9 TOXIKON CORP. REPORT Work Order # 95-06-128 Received: 06/30/95 Results by Sample if SAMPLE ID HRPS1-S112 FRACTION 02A TEST CODE 8100 NAME PAH II Date & Time Collected 06/27/95 12:25:00 Category SOIL IIPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS II RESULT LIMIT NUMBER Naphthalene ND 200 91-20-3 1-Methylnaphthatene ND 200 I 2-Methylnaphthalene ND 200 Acenaphthylene ND 200 208-96-8 Acenaphthene ND 200 83-32-9 II Fluorene ND 200 86-73-7 Phenanthrene ND 200 85-01-8 Anthracene ND 200 120-12-7 Fluoranthene ND 200 206-44-0 1 Pyrene ND 200 129-00-0 Benzo(a)anthracene NO 200 56-55-3 Chrysene ND 200 218-01-9 1 Benzo(b)fluoranthene ND 200 205-99-2 Benzo(k)ftuoranthene ND 200 207-08-9 Benzo(a)pyrene ND 200 50-32-8 -AI Indeno(1,2,3-cd)pyrene ND 200 193-39-5 Dibenz(a,h)anthracene ND 200 53-70-3 Benzo(g,h,i)perylene ND 200 191-24-2 1 NOTES AND DEFINITIONS FOR THIS REPORT:I EXTRACTED 07/03/95 DATE RUM 07/03/95 ANALYST BF INSTRUMENT PE 1 UNITS uq/Kg DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT II I 1 I fil II 411) , 1 6 0 15 . , il IPage 10 TOIIIKON CORP. REPORT Work Order 1 95-06-128 .� Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-SB2 FRACTION 02A TEST CODE 8140S NAME ORG. P1105. PEST.-SOIL iDate & Time Collected 06/27195 12:25:00 Category SOIL 11 RESULT UNITS = mg/Kg Azinphos Methyl ND 1.00 II Demeton ND 0.500 DiazinonND 0.500 • Disulfoton ND 0.500 I Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 0.100 11 Parathion Methyl ND 0.100 II IINotes and Definitions for this Report: EXTRACTED: 07/03/95 1 DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: HP-4 DIL. FACTOR: 1 I ND = not detected at detection limit II 1 11 1 II 11 II 1 0 il _ , 1606 1 Page 11 TOXIKON CORP. REPORT York Order 195-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-SB2 FRACTION 02A TEST CODE 81505 NAME CHLORINATED HERB.-SOIL Date & Time Collected 06/27/95 12:25:00 Category SOIL RESULT LIMIT UNITS = ug/Kg 2,4-DB ND 250 1 2,4-D ND 250 r2,4,5-T ND 250 Silvex (2,4,5-TP) ND 250 11 Dinoseb (DNBP) ND 250 Dalapon ND 250 Dicamba ND 250 rDichlorprop ND 250 MCPA ND 2500 MCPP ND 2500 Notes and Definitions for this Report: ' EXTRACTED: 07/03/95 DATE RUN: 07/11/95 ANALYST: SR INSTRUMENT: GC OIL. FACTOR: 1 11 ND = not detected at detection limit 1 • 1 r 1 S - - 1 6 II 6 1 II Page 12 TOX[KON CORP. REPORT %fork Order it 95-06-128 Received: 06/30/95 Results by Sanple SAMPLE ID NRPS1-S83 FRACTION 03A TEST CODE 801020 NAME PURGEABLE HAL. & ARO. SOIL IDate & Time Collected 06/27/95 13:10:00 Category SOIL 1 EPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT Benzene ND 2.00 I Chloromethane NO 2.00 Toluene ND 2.00 Bromomethane ND 2.00 Ethyl benzene ND 2.00 Vinyl Chloride ND 2.00 Xylenes (Total) ND 2.00 I Dichlorodifluoromethane NO 2.00 MTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 Trichlorofluoromethane ND 2.00 II1,1-Dichloroethene ND 2.00 1,1 Dichloroethane ND 2.00 trans-1,2-Dichloroethene ND 2.00 1 Chloroform ND 2.00 1,2-Dichloroethane ND 2.00 1,1,1-Trichloroethane ND 2.00 1 Carbon tetrachloride ND 2.00 Oromodichloromethane NO 2.00 1,2-Dichloropropane ND 2.00 Trans-1,3-Dichloropropane ND 2.00 Trichloroethene ND 2.00 cis-1,3-Dichloropropene ND 2.00 1,1,2-Trichloroethane ND 2.00 II Dibromochloromethane MD 2.00 2 Chloroethylvinyl ether ND 2.00 Bromoform ND 2.00 II 1,1,2,2-Tetrachloroethane ND 2.00 Tetrachloroethene ND 2.00 Chlorobenzene ND 2.00 1,4-Dichlorobenzene ND 2.00 1 1,3-Dichlorobenzene ND 2.00 1,2-Dichlorobenzene ND 2.00 IINotes and Definitions for this Report: DATE RUN: 07/03/95 1 ANALYST: MAP INSTRUMENT: HP-1 OIL. FACTOR: 1 UNITS ug/Kg ND = not detected at detection limit I 1 . Ir _. 1 Page 13 TOXIKON CORP. REPORT York Order 4 95-06-128 Received: 06/30/95 Results by Sample il SAMPLE ID HRPS1-SR3 FRACTION 03A TEST CODE 8080 NAME PESTICIDES/PCB II Date & Time Collected 06/27/95 13:10:00 Category SOIL IRESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.30 Aroclor 1016 ND 5.00 Gamna BHC (lindane) ND 0.30 Aroclor 1221 ND 5.00 Beta-BHC ND 0.30 Aroclor 1232 ND 5.00 Heptachlor ND 0.30 Aroclor 1242 ND 5.00 I . Delta BHC ND 0.30 Aroclor 1248 ND 5.00 , , Aldrin ND 0.30 Aroclor 1254 ND 5.00 Heptachlor Epoxide NO 0.30 Aroclor 1260 ND 5.00 iEndosulfan I ND 0.30 4,4'-DDE ND 0.30 Dieldrin ND 0.30 I Endrin ND 0.30 4,4' DDD ND 0.30 Endosulfan II ND 0.30 I 4,4'-0DT ND 0.30 Endrin Aldehyde ND 0.30 Endosulfan Sulfate ND 0.30 tr., Chlordane ND 5.00 Toxaphene ND 20.0 Methoxychlor ND 0.30 INotes and Definitions for this Report: EXTRACTED: 07/07/95 II DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 • • DIL. FACTOR: 1 IUNITS: UG/KG ND = not detected at detection limit I I f 1 uThI1 I Page 14 TOXIKON CORP. REPORT Work Order 1 95-06-128 �" IIReceived: 06/30/95 Results by Sample SAMPLE ID HRPS1-SB3 FRACTION 03A TEST CODE 8100 NAME PAH IDate & Time Collected 06/27/95 13:10:00 Category SOIL IPOLYNUCLEAR AROMATIC HYDROCARBONS DE I RESULT LIMITTECT NUCASMBER Naphthalene ND 200 91-20-3 1-Methylnaphthalene NO 200 I 2-Methylnaphthalene ND 200 Acenaphthylene ND 200 208-96-8 Acenaphthene ND 200 83-32-9 11 Fluorene ND 200 86-73-7 Phenanthrene ND 200 85-01-8 Anthracene ND 200 120-12-7 Fluoranthene ND 200 206-44-0 I Pyrene ND 200 129-00-0 Benzo(a)anthracene ND 200 56-55-3 Chrysene ND 200 218-01-9 I 8enzo(b)fluoranthene ND 200 205-99 2 Benzo(k)fluaranthene ND 200 207-08-9 Benzo(a)pyrene ND 200 50-32-8 Indeno(1,2,3-cd)pyrene ND 200 193-39-5 IDibenz(a,h)anthracene NO 200 53-70-3 Benzo(g,h,i)perylene ND 200 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: 1 EXTRACTED 07/03/95 DATE RUN 07/05/95 ANALYST BF INSTRUMENT PE I UNITS uy(K� DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I I 1 16B 6 I Page 15 TOXIKON CORP. REPORT York Order it 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID KRPS1-SB3 FRACTION 03A TEST CODE 8140S NAME ORG. PROS. PEST.-SOIL Date & Time Collected 06/27/95 13:10:00 Category SOIL • RESULT UNITS = mg/Kg ' Azinphos Methyl ND 1.00 Demeton ND 0.500 Diazinon ND 0.500 Disulfoton ND 0.500 I. Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 0.100 Parathion Methyl ND 0.100 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: RP-4 +off DIL. FACTOR: 1 ND = not detected at detection limit I • I 1 I I I t 1 611 1:)__ ' I Page 16 TOI(IKON CORP. REPORT Work Order it 95-06-128 k Received: 06/30/95 Results by Soule SAMPLE ID HRPS1-SB3 FRACTION 03A TEST CODE 81505 NAME CHLORINATED HERB_-SOIL IDate & Time Collected 06/27/95 13:10:00 Category SOIL IRESULT LIMIT UNITS = ug/Kg I2,4-DB ND 250 2,4-D ND 250 1 2,4,5-T ND 250 Silvex (2,4,5-TP) ND 250 Dinoseb (DNBP) ND 250 Dalapon ND 250 I Dicamba ND 250 Dichtorprop ND 250 I MCPA ND 2500 IMCPP ND 2500 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/11/95 I ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 IND = not detected at detection limit I I I I 10 1 6 D 6 I Page 17 TOXIKON CORP. REPORT Work Order 1 95-06-128 Ili Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-S81 FRACTION 04A TEST CODE 801020 NAME PURGEABLE NAL. & ARO. SOIL IDate & Time Collected 06/27/95 18:40:00 Category SOIL 1 EPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT I Chloromethane Benzene ND 2.00 ND 2.00 Toluene ND 2.00 Bromomethane ND 2.00 Ethylbenzene ND 2.00 Vinyl Chloride ND 2.00 Xylenes (Total) ND 2.00 Dichlorodifluoromethane ND 2.00 NTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 I Trichlorofluoromethane ND 2.00 1,1 Dichloroethene ND 2.00 1,1-Dichloroethane ND 2.00 trans-1,2-Dichloroethene ND 2.00 I Chloroform ND 2.00 1,2 Dichloroethene ND 2.00 1,1,1-Trichloroethane ND 2.00 I Carbon tetrachloride ND 2.00 Bramodichloromethane ND 2.00 1,2-Dichloropropane ND 2.00 _Alt Trans-1,3-Dichloropropane ND 2.00 Trichloroethene ND 2.00 cis-1,3-Dichloropropene ND 2.00 1,1,2-Trichloroethane ND 2.00 I Dibromochloromethane ND 2.00 2 ChEoroethylvinyl ether. ND 2.00 Bromoform ND 2.00 1 1,1,2,2-Tetrachloroethane ND 2.00 7etrachloroethene ND 2.00 Chlorobenzene MD 2.00 1,4-Dichlorobenzene ND 2.00 I 1,3-Dichlorobenzene ND 2.00 1,2-DtchLarobenzene ND 2.00 INotes and Definitions for this Report: I DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-1 DIL. FACTOR: 1 IUNITS uq/Kg ND = not detected at detection Limit I Al CQ�,; 1 1606 1 ......_ I Page 18 TOXIKON CORP. REPORT Work Order # 95 06-178 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-581 FRACTION 04A TEST CODE 8080 NAME PESTICIDES/PCB IDate & Time Collected 06/27/95 18:40:00 Category SOIL IRESULT LIMIT RESULT LIMIT IAlpha-BHC ND 0.30 Aroclor 1016 ND 5.00 Gamma-BHC (Lindane) ND 0.30 Aroclor 1221 ND 5.00 Beta-BHC ND 0.30 Aroclor 1232 ND 5.00 It Heptachlor ND 0.30 Aroclor 1242 ND 5.00 Delta BHC ND 0.30 Aroclor 1248 ND 5.00 Aldrin NO 0.30 Aroclor 1254 ND 5.00 1 Heptachlor Epoxide ND 0.30 Aroclor 1260 NO 5.00 Endosulfan I ND 0.30 4,4'-DDE ND 0.30 Dieldrin ND 0.30 I Endrin ND 0.30 4,4' DDD ND 0.30 Endosulfan 11 ND 0.30 I 4,4'-DDT ND 0.30 Endrin Aldehyde ND 0.30 Endosulfan Sulfate ND 0.30 1 Chlordane ND 5.00 ` Toxaphene ND 20.0 Methoxychlor ND 0.30 INotes and Definitions for this Report: EXTRACTED: 07/07/95 I DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/KG ND = not detected at detection limit I 11 I 1 1 10 1 60 6 I ( Page 19 TO1(IKON CORP_ REPORT Work Order # 95-06-128 11111 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-SB1 FRACTION 04A TEST CODE 8100 NAME PAH Date & Time Collected 06/27(95 18:40:00 Category SOIL POLYNUCLEAR AROMATIC HYDROCARBONS I DETECT CAS RESULT LIMIT NUMBER Naphthalene ND 200 91-20-3 1-Methylnaphthalene ND 200 2-Methyinaphthatene ND 200 Acenaphthylene MD 200 208-96-8 Acenaphthene ND 200 83-32-9 Fiuorene ND 200 86-73-7 Phenanthrene ND 200 85-01-8 Anthracene ND 200 120-12-7 Fluoranthene ND 200 206-44-0 Pyrene ND 200 129-00-0 Benzo(a)anthracene ND 200 56-55-3 Chrysene ND 200 218-01-9 Benzo(b)fluoranthene ND 200 205-99-2 8enzo(k)fiuoranthene ND 200 207-08-9 Benzo(a)pyrene ND 200 50-32-8 -me Indeno(1,2,3-cd)pyrene - ND 200 193-39-5 Dibenz(a,h)anthracene ND 200 53-70-3 Benzo(g,h,i)perylene ND 200 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: ' EXTRACTED 07/06/95 DATE RUN 07/06/95 ANALYST BF INSTRUMENT PE UNITS uq(Kcl DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I 110 I I 1 I Page 20 TOXIKON CORP. REPORT Work Order ft95 06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-SR1 FRACTION 04A TEST CODE 8140S NAME ORG. PROS. PEST.-SOIL Date & Time Collected 06/27/95 18:40:00 Category SOIL RESULT UNITS = mg/Kg Azinphos Methyl ND 1.00 Demeton ND 0.500 Diazinon ND 0.500 Disulfoton ND 0.500 1 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 0.100 Parathion Methyl ND 0.100 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: HP-4 DIL. FACTOR: 1 ND = not detected at detection limit 1 i I t 1 1 I 160 6 I Page 21 TOXIKON CORP. REPORT York Order 1 95-06-128 Received: 06/30/95 Results by Sample lig SAMPLE ID HRPS2-SBI FRACTION 04A TEST CODE 81505 NAME CHLORINATED HERB.-SOIL IDate & Time Collected 06/27/95 18:40:00 Category SOIL IRESULT LIMIT UNITS = ug/Kg 1 2,4-DB ND 750 2,4 D ND 750 I2,4,5-7 ND 750 Sitvex (2,4,5-TP) ND 750 ' iDinoseb (DNBP) ND 750 Dalapon ND 750 1 Dicamba ND 750 1 Dichlorprop ND 750 MCPA ND 7500 MCPP ND 7500 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/11/95 I ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 IND = not detected at detection limit I I I PK, 0 _ _ ,... _ _t_6. _0 6 I II Page 22 TOX KON CORP_ REPORT Work Order # 95-06-128 �' Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-SB2 FRACTION OSA TEST CODE 801020 NAME PURGEABLE HAL. & ARO. SOIL IIDate & Time Collected 06/28/95 10:00:00 Category SOIL IEPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT I Benzene ND 2.00 Chloromethane ND 2.00 Toluene ND 2.00 Bromomethane ND 2.00 Ethylbenzene ND 2.00 Vinyl Chloride ND 2.00 Xylenes (Total) ND 2.00 II Dichlorodifluoromethane ND 2.03 MTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 I Trichlorofluoromethane ND 2.00 1,1 Dick loroethene ND 2.00 1,1-Dichloroethane ND 2.00 trans-1,2-Dichloroethene ND 2.00 I Chloroform ND 2.00 1,2-Dichloroethane ND 2.00 1,1,1-Trichloroethane ND 2.00 I Carbon tetrachloride ND 2.00 Bromodichloromethane ND 2.00 1,2-Dichloropropane ND 2.00 II Trans-1,3-Dichloropropane ND 2.00 r` Trichloroethene ND 2.00 cis-1,3-Dichtoropropene ND 2.00 1,1,2-Trichloroethane ND 2.00 I Dibromochloromethane ND 2.00 2 ChloroethylvinyE ether ND 2.00 Bromoform ND 2.00 I 1,1,2,2-Tetrachtoroethane ND 2.00 Tetrachloroethene ND 2.00 Chlorobenzene ND 2.00 1,4-Dichlorobenzene ND 2.00 I 1,3-Dichlorobenzene MD 2.00 1,2 Dichlorobenzene ND 2.00 ' Notes and Definitions for this Report: i DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-1 DIL. FACTOR: 1 IUNITS ug/Kg ND = not detected at detection limit I I �' IC ) 1606 1 ii Page 23 TOXIKON CORP. REPORT Work Order S 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-562 FRACTION OSA TEST CODE 8080 NAME PESTICIDES/PCB IDate & Time Collected 06/28/95 10:00:00 Category SOIL 1 RESULT LIMIT RESULT LIMIT IAlpha-BNC ND 0.30 Aroclor 1016 ND 5.00 Gamma-BHC (Lindane) ND 0.30 Aroclor 1221 ND 5.00 Beta-BHC ND 0.30 Aroclor 1232 ND 5.00 I Heptachlor ND 0.30 Aroclor 1242 ND 5.00 Delta BHC ND 0.30 Aroclor 1248 ND 5.00 Aldrin ND 0.30 Aroclor 1254 ND 5.00 I Heptachlor Epoxide ND 0.30 Aroclor 1260 ND 5.00 Endosulfan I ND 0.30 4,4'-DDE ND 0.30 Dieldrin ND 0.30 I Endrin ND 0.30 4,4'-DDD ND 0.30 Endosulfan II ND 0.30 I 4,4'-DDT ND 0.30 Endrin Aldehyde ND 0.30 Endosulfan Sulfate ND 0.30 ..ea Chlordane ND 5.00 Toxaphene ND 20.0 Methoxychlor ND 0.30 11 Notes and Definitions for this Report: EXTRACTED: 07/07/95 I DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 1 UNITS: UG/KG HO = not detected at detection limit I 1 1 1 11 1_ 6 I ......„ II Page 24 TOXI(DN CORP. REPORT Work Order 1 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-SB2 FRACTION 05A TEST CODE 8100 NAME PAH IDate & Time Collected 06/28/95 10:00:00 Category SOIL 1 POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS IIRESULT LIMIT NUMBER Naphthalene ND 200 91-20-3 1-Methylnaphthalene ND 200 I 2-Methylnaphthalene ND 200 Acenaphthylene ND 200 208-96-8 Acenaphthene ND 200 83-32-9 II Fluorene Phenanthrene ND 200 86-73-7 ND 200 85-01-8 Anthracene ND 200 120-12-7 fluoranthene ND 200 206-44-0 I Pyrene ND 200 129-00-0 Benzo(a)anthracene ND 200 56-55-3 Chrysene ND 200 218-01-9 1 Benzo(b)fluoranthene ND 200 205-99-2 Benzo(k)fluoranthene ND 200 207-08-9 Benzo(a)pyrene ND 200 50-32-8 I indeno(1,2,3-cd)pyrene ND 200 193-39-5 �` Dibenz(a,h)anthracene ND 200 53-70-3 Benzo(g,h,i)perylene ND 200 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 07/06/95 DATE RUN 07/07/95 ANALYST SF I INSTRUMENT PE UNITS uq((g DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I 1 ......_, 1 01 1 6 0 6 I I Page 25 TOXIKON CORP. REPORT Work Order 8 95-06-128 i 1 di Received: 06/30/95 Results by Sample 1 • SAMPLE ID HRPS2-S82 FRACTION 05A TEST CODE 8140S NAME ORG. PHDS. PEST.-SOIL IDate & Time Collected 06/28/95 10:00:00 Category SOIL IRESULT UNITS = mg/Kg Azinphos Methyl ND 1.00 I Demeton ND 0.500 Diazinon ND 0.500 Disulfoton ND 0.500 II Ethion NO 1.00 Malathion ND 1.00 Parathion Ethyl ND 0.100 IIParathion Methyl ND 0.100 1 Notes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: HP-4 DIL. FACTOR: 1 ND = not detected at detection limit I II II I I I I A IIID . _ 1606 I _0_, II Page 26 TOA(IKON CORP. REPORT York Order 1 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-582 FRACTION 05A TEST CODE 8150S NAME CHLORINATED HERB.-SOIL - IIDate & Time Collected 06/28/95 10:00:00 Category SOIL 1 RESULT LIMIT UNITS = ug/Kg II 2,4-DS ND 750 2,4 D ND 750 II2,4,5-T ND 750 Sitvex (2,4,5-TP) ND 750 II Dinoseb (DNBP) ND 750 Dalapon ND 750 I Dicamba ND 750 II Dichtorprop ND 750 MCPA ND 7500 I MCPP ND 7500 --, Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/11/95 II ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 1 ND = not detected at detection limit I I I 1 I 1606 I Page 27 TOXIKON CORP. REPORT Work Order R 95-06-128 Received: 06/30/95 Results by Sample kW SAMPLE ID HRPS2-583 FRACTION 06A TEST CODE 801020 NAME PURGEABLE HAL. & ARO. SOIL IIDate & Time Collected 06/28/95 08:30:00 Category SOIL 11 EPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT I Chloromethane Benzene ND 2.00 ND 2.00 Toluene ND 2.00 Bromomethane ND 2.00 Ethylbenzene ND 2.00 Vinyl Chloride ND 2.00 Xylenes (Total) ND 2.00 Dichlorodifluoromethane ND 2.00 MTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 I/ Trichlorofluoromethane ND 2.00 1,1-Dichloroethene ND 2.00 1,1-Dichtoroethane ND 2.00 trans-1,2-Dichtoroethene ND 2.00 II Chloroform ND 2.00 1,2 Dichloroethane ND 2.00 1,1,1-Trichloroethane ND 2.00 I Carbon tetrachloride ND 2.00 Bromodichloramethane ND 2.00 1,2-Dichloropropane ND 2.00 yti Trans-1,3-Dichloropropane ND 2.00 Trichloroethene ND 2.00 cis-1,3-Dichloropropene ND 2.00 1,1,2-Trichloroethane ND 2.00 II Dibromochloromethane ND 2.00 2 Chioroethy[viny! ether ND 2.00 Bromoform MD 2.00 I 1,1,2,2-Tetrachloroethane ND 2.00 7etrachloraethene ND 2.00 Chlorobenzene ND 2.00 II 1,4-Dichlorobenzene ND 2.00 1,3 Dichlorobenzene ND 2.00 1,2-Dichlorobenzene ND 2.00 IINotes and Definitions for this Report: I DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-1 OIL. FACTOR: 1 I . UNITS u4/Kg ND = not detected at detection limit II A. ID - - 1 6 0 6 1 II Page 28 TOX[KON CORP- REPORT York Order S 95-06-128 'r Received: 06/30/95 Results by Sample SAMPLE IO HRPS2-5B3 FRACTION 06A TEST CODE 8080 NAME PESTICIDES/PCB IIDate & Time Collected 06/28/95 08:30:00 Category SOIL IIRESULT LIMIT RESULT LIMIT II Alpha-BHC ND 0.30 Aroctor 1016 ND 5.00 Ganma-BHC (Lindane) ND 0.30 Aroclor 1221 ND 5.00 Beta-BHC ND 0.30 Aroclor 1232 _ ND 5.00 II Heptachlor ND 0.30 Aroclor 1242 ND 5.00 Delta BHC ND 0.30 Aroclor 1248 ND 5.00 Aldrin ND 0.30 Aroclor 1254 ND 5.00 I Heptachlor Epoxide ND 0.30 Aroclor 1260 ND 5.00 Endosulfan I ND 0.30 4,4'-DDE ND 0.30 Dieldrin ND 0.30 II- Endrin ND 0.30 4,4'-DDD ND 0.30 Endosulfan II ND 0.30 1 4,4'-DDT ND 0.30 Endrin Aldehyde ND 0.30 Endosulfan Sulfate ND 0.30 II Chlordane ND 5.00 Toxaphene ND 20.0 Methoxychlor ND 0.30 INotes and Definitions for this Report: EXTRACTED: 07/07/95 II DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IIUNITS: UG/KG ND = not detected at detection limit I II 1 II 11 160 6 I Page 29 TOXIKON CORP. REPORT Uork Order it 95-06-128 il Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-S83 FRACTION O6A TEST CODE 8100 NAME PAH IDate & Time Collected 06/28/95 08:30:00 Category SOIL IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS RESULT LIMIT NUMBER Naphthatene ND 200 91-20-3 1-Methylnaphthalene ND 20Q I 2-Methytnaphthalene ND 200 Acenaphthylene ND 200 208-96-8 Acenaphthene ND 200 83-32-9 I Fluorene ND 200 86-73-7 Phenanthrene ND 200 85-01-8 Anthracene ND 200 120-12-7 Fluoranthene ND 200 206-44-0 IPyrene ND 200 129-00-0 Benzo(a)anthracene ND 200 56-55-3 Chrysene ND 200 218-01-9 I Benzo(b)fluoranthene ND 200 205-99-2 Benzo(k)fluoranthene ND 200 207-08-9 Benzo(a)pyrene ND 200 50-32-8 Indeno(1,2,3-cd)pyrene ND 200 193-39-5 Dibenz(a,h)anthracene ND 200 53-70-3 -- Benzo(g,h,i)perylene ND 200 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: II EXTRACTED 07/06/95 DATE RUN 07/07/95 ANALYST BF INSTRUMENT - PE I UNITS ug/Kg DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT II II II I 0 I 160_6_ I Page 30 TOXIKON CORP_ REPORT York Order 0 95-06-128 Received: 06/30/95 Results by Sanple SAMPLE ID HRPS2-583 FRACTION 06A TEST CODE 8140S NAME ORG. PHOS. PEST.-SOIL Date & Time Collected 06/28/95 08:30:00 Category SOIL RESULT UNITS = mg/Kg Azinphos Methyl ND 1.00 Demeton ND 0.500 Diazinon ND 0.500 Disulfoton ND 0.500 1 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 0.100 Parathion Methyl ND 0.100 Notes and Definitions for this Report: EXTRACTED: 07/03/95 11 DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: HP-4 DIL. FACTOR: 1 ND = not detected at detection limit I I I • I I I I 1606 1 Page 31 TOXIKON CORP. REPORT Work Order #95-06-128 ii Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-S133 FRACTION 06A TEST CODE 8150S NAME CHLORINATED HERB.-SOIL IIDate & Time Collected 06/28/95 08:30:00 Category SOIL IRESULT LIMIT UNITS = ug/Kg 2,4-DB ND 750 2.4-D ND 750 III 2,4,5-T ND 750 Si{vex (2,4,5-TP) ND 750 IIDinoseb (DNBP) ND 750 Dalapon ND 750 II Dicamba ND 750 IIDichlorprop ND 750 !CPA ND 7500 MCPP ND 7500 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/11/95 ANALYST: SR I INSTRUMENT: GC DIL. FACTOR: 1 11 ND = not detected at detection limit I I I I 1 • 115 I) ly___ I I Page 32 TIDfIKOM CORP. REPORT Work Order #95-06-128 /1 Received: 06/30/95 Results by Sample . SAMPLE ID DUP #5 FRACTION 07A TEST CODE 801020 NAME PURGEABLE HAL. &ARO. SOIL IOate & Time Collected 06/27/95 Category SOIL IEPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT Benzene ND 2.00 I Chloromethane ND 2.00 Toluene NO 2.00 Bromomethane ND 2.00 Ethylbenzene ND 2.00 Vinyl Chloride ND 2.00 Xylenes (Total) ND 2.00 11 Dichlorodifluoromethane ND 2.00 MTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 I Trichlorofluoromethane ND 2.00 1,1 Dichloroethene ND 2.00 1,1-Dichloroethane ND 2.00 trans-1,2-Dichloroethene ND 2.00 I Chloroform ND 2.00 1,2 Dichloroethane ND 2.00 1,1,1-Trichloroethane ND 2.00 I Carbon tetrachloride ND 2.00 Bromodichloromethane ND 2.00 1,2-Dichloropropane ND 2.00 I Trans-1,3-Dichloropropane ND 2.00 Trichloroethene ND 2.00 �., cis-1,3-Dichtoropropene ND 2.00 - 1,1,2-Trichloroethane ND 2.00 I Dibromochloromethane ND 2.00 2 Chloroethylvinyl ether ND 2.00 Bromoform ND 2.00 11 1,1,2,2-Tetrachloroethane, ND 2.00 Tetrachtoroethene ND 2.00 Chtorobenzene ND 2.00 1,4-Dichlorobenzene ND 2.00 I 1,3-Dichlorobenzene ND 2.00 1,2 Dichlorobenzene ND 2.00 INotes and Definitions for this Report: I DATE RUN: 07/03/95 ANALYST: NAP INSTRUMENT: HP-1 DIL. FACTOR: 1 IUNITS uq/Kg ND = not detected at detection limit I I I3 1606 I Page 33 TOXIKON CORP. REPORT Work Order X 95-06-128 Received: 06/30/95 Results by Sample 1110, SAMPLE ID OUP X5 FRACTION 07A TEST CODE 8080 NAME PESTICIDES/PCB I - Date & Time Collected 06/27/95 Category SOIL IIRESULT LIMIT RESULT LIMIT IAlpha-BHC ND 0.30 Aroclor 1016 ND 5.00 Gamna-BHC (Lindane) ND 0.30 Aroclor 1221 NO 5.00 Beta-BHC ND 0.30 Aroclor 1232 ND 5.00 I Heptachlor ND 0.30 Aroclor 1242 ND 5.00 Delta-BHC ND 0.30 Aroclor 1248 ND 5.00 Aldrin ND 0.30 Aroclor 1254 ND 5.00 I Heptachlor Epoxide ND 0.30 Aroclor 1260 ND 5.00 Endosulfan I ND 0.30 4,4'-DDE ND 0.30 Dieldrin NO 0.30 I Endrin ND 0.30 4,4'-DDD ND 0.30 Endosulfan II ND 0.30 I 4,4'-DDT Na 0.30 Endrin Aldehyde ND 0.30 EndosuLfan Sulfate ND 0.30 » Chlordane NO 5.00 Toxaphene NO 20.0 Methoxychlor ND 0.30 INotes and Definitions for this Report: EXTRACTED: 07/07/95 I DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 D1L. FACTOR: 1 III UNITS: UG/KG ND = not detected at detection Limit I I I I v .1 6 6 16C I ,....... III Page 34 TOXIKON CORP_ REPORT Work Order A 95-06-128 Received: 06/30/95 Results by sample 1 SAMPLE 10 OLTP d5 FRACTION 07A TEST CODE 8100 NAME PAN IDate & Time Collected 06/27/95 Category SOIL IPOLYNUCLEAR AROMATIC HYDROCARBONS OETECT CAS RESULT LIMIT NUMBER Naphthalene ND 200 91-20-3 1-Methylnaphthalene ND 200 I 2-Methylnaphthalene ND 200 Acenaphthylene ND 200 208-96-8 Acenaphthene ND 200 83-32-9 Fluorene ND 200 86-73-7 IIPhenanthrene - ND 200 85-01-8 Anthracene ND 200 120-12-7 Fluoranthene ND 200 206-44-0 IIPyrene ND 200 129-00-0 Benzo(a)anthracene ND 200 56-55-3 Chrysene ND 200 218-01-9 Benzo(b)fluoranthene ND 200 205-99-2 I Benzo(k)ftuoranthene ND 200 207-08-9 Benzo(a)pyrene ND 200 50-32-8 I Indeno(1,2,3-cd)pyrene ND 200 193-39-5 Dibenz(a,h)anthracene ND 200 53-70-3 Benzo(g,h,i)perytene ND 2Q0 191-24-2 III NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 07/03/95 DATE RUN 07/03/95 ANALYST BF INSTRUMENT. PE I UNITS ug/Kg DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I I I Is 1606 Page 35 TOXIKON CORP. REPORT York Order #:95-06 128 Received: 06!30/95 Results by Sample SAMPLE ID DUP $55 FRACTION 07A TEST CODE 8140S NAME ORG. PHOS. PEST.-SOIL Date & Time Collected 06/27/95 Category SOIL RESULT UNITS = mg/Kg Azinphos Methyl ND 1.00 Demeton ND 0.500 Diazinon ND 0.500 Oisulfoton ND 0.500 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl NO 0,100 Parathion Methyl ND 0.100 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: HP-4 DIL. FACTOR: 1 ND = not detected at detection limit I 1 I i I I I I 160(5 I:) (5 I I Page 36 TOXI ON CORP. REPORT stork Order 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID DUP #5 FRACTION 07A TEST CODE 81505 NAME CHLORINATED HERR.-SOIL IDate & Time Collected 06/27/95 Category SOIL IRESULT LIMIT UNITS = ug/Kg 2,4-DB ND 750 I 2,4-D ND 750 I2,4,5-7 ND 750 Silvex (2,4,5-TP) ND 750 IDinoseb (DNBP) ND 750 Dalapon ND 750 IDicamba NO 750 IDichlorprop ND 750 MCPA ND 7500 IMCPP ND 7500 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/11/95 I ANALYST: SR INSTRUMENT: GC DIL_ FACTOR: 1 1 ND = not detected at detection limit I I I I 1 Io 1606 fr • Page 37 TOXIKON CORP. REPORT Park Order it95-06-128 Received: 06/30/95 Results by Sa Le I SAMPLE ID HRPS2-BW1 FRACTION 08A TEST CODE 801020 NAME PURGEABLE HAL. i ARO. SOIL Date & Time Collected 06127/95 16:55:00 Category SOIL 1 EPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT I Benzene ND 2.00 Chloromethane ND 2.00 Toluene ND 2.00 Bromomethane ND 2.00 Ethylbenzene ND 2.00 Vinyl Chloride ND 2.00 Xylenes (Total) ND 2.00 I Dichlorodifluoromethane NO 2.00 MTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 1 Trichlorofluoromethane ND 2.00 1,1 Dichloroethene ND 2.00 1,1-Dichloroethane ND 2.00 trans-1,2-Dichloroethene ND 2.00 I Chloroform 5.11 2.00 1,2 Dichloroethene ND 2.00 1,1,1-Trichloroethane _ ND 2.00 I Carbon tetrachloride ND 2.00 Bromodichloromethane ND 2.00 1,2-Dichtoropropane ND 2.00 -Al Trans-1,3-Dichtoropropane ND 2.00 Trichloroethene ND 2.00 cis-1,3-Dichloropropene ND 2.00 1,1,2-Trichloroethane ND 2.00 I Dibromochloromethane ND 2.00 2 Chloroethylvinyl ether ND 2.00 Bromoform ND 2.00 I 1,1,2,2-Tetrachloroethane ND 2.00 Tetrachloroethene ND 2.00 Chlorobenzene ND 2.00 1,4-Dichlorobenzene ND 2.00 I 1,3-Dichlorobenzene ND 2.00 1,2 Dichlorobenzene ND 2.00 INotes and Definitions for this Report: I DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-1 DIL. FACTOR: 1 IUNITS uq/Kg ND = not detected at detection Limit I Iii r 0 • 1606 I Page 38 TOXIKON CORP. REPORT Work Order 1 95-06-128 IReceived: 06/30/95 Results by Sample SAMPLE ID HRPS2-8W1 FRACTION 08A TEST CODE 8080 NAME PESTICIDES/PCB iDate & Time Collected 06/27/95 16:55:00 Category SOIL iRESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.30 Aroclor 1016 MD 5.00 Gamna BHC (Lindane) ND 0.30 Aroclor 1221 ND 5.00 Beta-BHC ND 0.30 Aroclor 1232 ND 5.00 111 Heptachlor ND 0.30 Aroclor 1242 ND 5.00 Delta-BHC ND 0.30 Aroclor 1248 ND 5.00 Aldrin ND 0.30 Aroclor 1254 ND 5.00 I Heptachlor Epoxide ND 0.30 Aroclor 1260 ND 5.00 Endosulfan I ND 0.30 4,4°-DDE ND 0.30 Dieldrin ND 0.30 I Endrin ND 0.30 4,4' DDD ND 0.30 Endosulfan II ND 0.30 I 4,4'-DDT ND 0.30 Endrin Aldehyde ND 0.30 Endosulfan Sulfate ND 0.30 I Chlordane ND 5.00 Toxaphene ND 20.0 Methoxychlor ND 0.30 1 Notes and Definitions for this Report: EXTRACTEDr 07/07/95 I DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/KG ND = not detected at detection limit I I I I I GQ` 16D6 I Page 39 TOXIKON CORP. REPORT Work Order #95-06-128 Received: 06/30/95 Results by Sample ii SAMPLE ID IIRPS2-BW1 FRACTION 08A TEST CODE 8100 NAME PAH I • Date 8 Time Collected 06/27/95 16:55:00 Category SOIL IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene ND 200 91-20-3 1-Methylnaphthalene ND 200 I 2-Methylnaphthalene ND 200 Acenaphthylene ND 200 208-96-8 Acenaphthene ND 200 83-32-9 Fluorene ND 200 86-73-7 I Phenanthrene ND 200 85-01-8 Anthracene ND 200 120-12-7 Fluoranthene ND 200 206-44-0 IPyrene ND 200 129-00-0 Benzo(a)anthracene ND 200 56-55-3 Chrysene ND 200 218-01-9 I Benzo(b)fluoranthene ND 200 205-99-2 Benzo(k)fluoranthene ND 200 207-08-9 Benzo(a)pyrene ND 2Q0 50-32-8 ----.0 Indeno(1,2,3-cd)pyrene ND 200 193-39-5 Dibenz(a,h)anthracene ND 200 53-70-3 _,r Benzo(g,h,i)perylene ND 200 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED 07/03/95 I DATE RUN 07/03/95 ANALYST BF INSTRUMENT PE I UNITS uq/Kq DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I 0 - t 1606 6 I I Page 40 Received: 06/30/95 T01iIKON CORP. REPORT Results by Sample Work Order A195-06-128 I SAMPLE ID HRPS2-13W1 FRACTION 08A TEST CODE 8140S NAME ORG. PROS. PEST.-SOIL Date & Time Collected 06/27/95 16:55:00 Category SOIL IRESULT UNITS = mg/Kg I Azinphos Methyl ND 1.00 Demeton ND 0.500 Diazinon ND 0.500 pisulfoton ND 0.500 I Ethion ND 1.00 Malathion NO 1.00 - Parathion Ethyl ND 0.100 IParathion Methyl ND 0.100 INotes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: HP-4 I DIL. FACTOR: 1 �--,,' ND = not detected at detection limit I I I 1 1 I I I ..__,, 41 11 6 II Page 41 TOXIKON CORP. REPORT York Order 1 95-06-128 il Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-BW1 FRACTION 08A TEST CODE 8150S NAME CHLORINATED HERB.-SOIL IDate & Time Collected 06/27/95 16:55:00 Category SOIL IRESULT LIMIT UNITS = ug/Kg I 2,4-DB ND 250 Z,4 D ND 250 111 2,4,5-T ND 250 Silvex (2,4,5-TP) ND 250 IDinaseb (DNBP) ND 250 Dalapon ND 250 IDicamba ND 250 IDichlorprop ND 250 MCPA ND 2500 ,---r MCPP ND 2500 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/11/95 lir ANALYST: SR INSTRUMENT: GC OIL. FACTOR: 1 IND = not detected at detection limit • I I I I J I 4 1 6 13 6 1II _________11 , Page 42 TOXIKON CORP. REPORT Work Order # 95-06-128 IReceived: 06/30/45 Results by Sample SAMPLE ID NRPSI-TW1 FRACTION 09A TEST CODE 601602 NAME PURG. NALOCARBONS & AROMAT IDate & Time Collected 06/27/95 13:55:00 Category LIQUID I DETECT CAS STOUT METHOD 601 RESULT LIMIT NO. NO. I Chloromethane ND 1.00 74-87-3 34418 ethane Vinyl ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 I Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride MD 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 I 1,1-Dichloroethene ND 1.00 75-35-4 34501 1,1-Dichloroethene ND 1.00 75-34-3 34496 trans-1,2-Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 I 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride MD 1.00 56-23-5 32102 I Bromodichloromethane ND 1.00 75-27-4 32101 1,2-Dichloropropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 I Trichloroethene ND 1.00 79-01-6 39180 cis-1,3-Dichioropropene ND 1.00 10061-01-5 34704 1,1,2-Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane NO 1.00 124-48-1 32105 I 2-Chloroethylvinyl ether Bromofarm ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 I Tetrachtoroethene Chlarobenzene NO 1.00 127-18-4 34475 ND 1.00 108-90-7 34301 1,4-Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 1 1,2-Dichlorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 IBenzene ND 1.00 71-43-2 34030 Toluene ND 1.00 108-88-3 34010 I Ethylbenzene ND 1.00 100-41-4 34371 Xylenes (Total) ND 1.00 1330-20-7 Methyl-t-Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP I INSTRUMENT: HP-3 DIL. FACTOR: 1 UNITS : ug/L ND = not detected at detection limit • 1 •I Page 43 TOXIKOM CORP. REPORT York Order 1 95-06-128 II Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-TY1 FRACTION 09A TEST CODE 8080 NAME PESTICIDES/PCB IDate 8 Time Collected 06/27/95 13:55:00 Category LIQUID IRESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamma-8HC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BNC ND 0.010 Aroclor 1232 ND 0.25 I Heptachlor HD 0.010 Aroclor 1242 ND 0.25 Delta-BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 I Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 Endosulfan I ND 0.010 4,4'-DDE ND 0.010 II Dieldrin HD 0.010 111 Endrin ND 0.010 4,4' DDD ND 0.010 Endosulfan II ND 0.010 I 4,4'-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 Toxaphene ND 0.50 �' Methoxychlor ND 0.010 INotes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit 1 I II I ID - 1 0 -6-- I I Page 44 TOXIKON CORP. REPORT Work Order t 95-06-128 Received: 06/30/95 Results by Sample __ SAMPLE ID HRPS1-TU1 FRACTION 09A TEST CODE 8100 NAME PAH IDate & Time Collected 06/27/95 13:55:00 Category LIQUID IPOLYNUCLEAR AROMATIC HYDROCARBONS I DETECT CAS RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1-Methylnaphthalene ND 10.0 I 2-Methylnaphthalene ND 10.D Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 I Fluorene Phenanthrene ND 10.0 86-73-7 ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 I Pyrene ND 10.0 129-00-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 I Benzo(b)fluoranthene ND 10.0 205-99-2 Benzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 I Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Dibenz(a,h)anthracene ND 10.0 53-70-3 �+ Benzo(g,h,i)perylene ND 10.0 191-24-2 1 NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST 8F II INSTRUMENT PE UNITS ua/L DILUTION i ND = NOT DETECTED AT DETECTION LIMIT I I I I 16D 6 II Page 45 T0X1KON CORP_ REPORT Work Order 0 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-TL1 FRACTION 09A TEST CODE 8140W NAME ORG. PHOS. PEST.-WATER Date & Time Collected 06/27/95 13:55:00 Category LIQUID ' RESULT UNITS = ug/L Azinphos Methyl ND 1.00 Demeton ND 1.00 Diazinon ND 1.00 Disulfoton ND 1.00 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 Parathion Methyl ND 1.00 Phorate ND 1.00 Chlorpyrifos ND 1.00 1 Notes and Definitions for this Report: ' EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: HP-4 J DIL. FACTOR: 1 1 ND = not detected at detection limit 1 1 1 1 1 1 6 13 6 r Page 46 TOXIKON CORP. REPORT York Order # 95-06-128 IReceived: 06/30/95 Results by Sample SAMPLE ID HRPS1-TU1 FRACTION 09A TEST CODE 8150W NAME CHLORINATED HERB. - WATER 1 Date & Time Collected 06/27/95 13:55:00 Category LIQUID IIRESULT LIMIT UNITS = ug/L 2,4-DB ND 1.0 11 2,4-D ND 1.0 II2,4,5-T ND 1.0 Silvex (2,4,5-TP) ND 1.0 IDinoseb (DNBP) ND 1.0 Dalapon ND 1.0 IIDicamba ND 1.0 II Dichlorprop ND 1.0 MCPA ND 200 IMCPP ND 200 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/17/95 I ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 IIND = not detected at detection limit II I 1606 I Page 47 TOXIKON CORP. REPORT York Order # 95-06-128 di Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-TU2 FRACTION 10A TEST CODE 601602 NAME PU3IG. HALOCARBONS & AROMAT IDate & Time Collected 06/27/95 14:40:00 Category LIQUID IDETECT CAS STOREY E P A METHOD 501 RESULT LIMIT NO. NO. Chloromethane ND 1.00 74-87-3 34418 I Bromomethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 I Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 II 1,1-Dichloroethene ND 1.00 75-35-4 34501 1,1 Dichloroethene ND 1.00 75-34-3 34496 trans-1,2-Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 I 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 I Bromodichloromethane 1,2 Dichioropropane _ ND 1.00 73-27-4 32101 ND 1.00 78-87-5 34541 Trans-1,3-Dichioropropane ND 1.00 10061-02-6 34699 Trichloroethene ND 1.00 79-01-6 39180 -'f cis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 A 1,1,2-Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-Chloroethylvinyl ether Bromoform ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 - I Tetrachloroethene Chtorobenzene ND 1.00 127-18-4 34475 ND 1.00 108-90-7 34301 1,4-Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 I1,2-Dichlorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 IBenzene ND 1.00 71-43-2 34030 Toluene ND 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 I Xylenes (Total) ND 1.00 1330-20-7 Methyl t Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-3 OIL. FACTOR: 1 UNITS ug/L ND = not detected at detection limit 1 0 160 6 ________________________I I Page 48 TOXIKON CORP. REPORT Work Order #95-06-128 Received: 06/30/95 Results by Sarpte SAMPLE ID NRPS1-TY2 FRACTION 10A TEST CODE 8080 NAME PESTICIDES/PC8 IIDate & Time Collected 06/27/95 14:40:00 Category LIQUID IIRESULT LIMIT RESULT LIMIT I Alpha-BHC NO 0.010 Aroclor 1016 NO 0.25 Gamna BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-SHC ND 0.010 Aroclor 1232 ND 0.25 I' Heptachlor Delta-BHC ND 0.010 Aroctor 1242 _ ND 0.25 ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 I Heptachlor Epoxide ND 0,010 Aroclor 1260 ND 0.25 Endosulfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4' DDD ND 0.010 Endosulfan II ND 0.010 1 4,4'-001 ND 0.010 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 I Chlordane ND 0.25 Toxaphene ND 050 "....6Methoxychlor ND 0.010 I Notes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 I UNITS: UG/L ND = not detected at detection Limit II II I II II r . ...... 1606 I ......... Page 49 TOXIKON CORP. REPORT Work Order # 95-06-128 OS Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-TY2 FRACTION 10A TEST CODE 8100 NAME PAH IDate & Time Collected 06/27/95 14:40:00 Category LIQUID 1 POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1-Methylnaphthalene ND 10.0 II 2-Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 Fluorene ND 10.0 86-73-7 Phenanthrene ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 I Pyrene ND 10.0 129-00-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 I Benzo(b)fluoranthene ND 10.0 205-99-2 Benzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 i..1 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Dibenz(a,h)anthracene ND 10.0 53-70-3 i Benzo(g,h,i)perylene ND 10.0 191-24-2 II NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST BF INSTRUMENT PE I UNITS ug/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I (.":' ) 160 6 1 I Page 50 TOXII0N CORP. REPORT Work Order i 95-06-128 Received: 06/30)95 Results by Sample SAMPLE ID HRPS1-TW2 FRACTION 10A TEST CODE 8140W NAME ORG. PROS. PEST.-WATER 11 Date 8 Time Collected 06/27/95 14:40:00 Category LIQUID _ RESULT UNITS = ug/L Azinphos Methyl ND 1.00 Demeton ND 1.00 Diazinon ND 1.00 Disulfoton ND 1.00 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl MD 1.00 Parathion Methyl NO 1.00 Phorate ND 1.00 Chlorpyrifos ND 1.00 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: HP-4 �� DIL. FACTOR: 1 11 ND = not detected at detection Limit 1 I 11 I 11 A I 0 iir Es1 Page 51 TOXIKON CORP. REPORT Work Order 895-06-128 III Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-T12 FRACTION 10A TEST CODE 8150Y NAME CHLORINATED HERB. - WATER IDate & Time Collected 06/27/95 14:40:00 Category LIQUID IIRESULT LIMIT UNITS = ug/L I 2,4-DB ND 1.D 2,4 D ND 1.0 I2,4,5-T ND 1.0 Silvex (2,4,5-TP) ND 1.0 IIDinoseb (DNBP) ND 1.0 Datapon ND 1.0 IDicamba ND 1.0 IDichlorprop ND 1.0 MCPA ND 200 MCPP ND 200 Notes and Definitions for this Report: iEXTRACTED: 07/03/95 DATE RUN': 07/17/95 I ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 IIND = not detected at detection limit I II II II 0 5 i # I/ -141L-6-1 Page 52 TOXIKOM CORP. REPORT Work Order # 95-06-128 IReceived: 06/30/95 Results by Sample , SAMPLE ID HRPS1-7113 FRACTION 11A TEST CODE 601602 NAME PUG. HALOCARBONS & AROMAT Date & Time Collected 06/27/95 15:20:00 Category LIQUID I II DETECT CAS STORET E P A METHOD 601 RESULT LIMIT NO. NO. Chloromethane ND 1.00 74-87-3 34418 I Bromomethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 II Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 1,1-Dichloroethene ND 1.00 75-35-4 34501 I 1,1-Dichloroethane ND 1.00 75-34-3 34496 trans-1,2-Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 I 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 I Bromodichloromethane ND 1.00 75-27-4 32101 1,2-Dichloropropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichtoroethene ND 1.00 79-01-6 39180 Icis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 ..-----,1,1,2 Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane NO 1.00 124-48-1 32105 I 2-Chloroethylvinyl ether Bromoform ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 I Tetrachloroethene ND 1.00 127-18-4 34475 Chtorobenzene ND 1.00 108-90-7 34301 1,4-Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 II1,2-Dichlorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 IIBenzene ND 1.00 71-43-2 34030 Toluene ND 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 I Xylenes (Total) ND 1.00 1330-20-7 Methyl t Butyl Ether 4.01 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP INSTRUMENT: HP-3 IIDIL. FACTOR: I UNITS . u4/L ND = not detected at detection limit II ID 1 (5D 6 I '.--... Page 53 TO[IKON CORP_ REPORT Work Order # 95-06-128 Received: 06/30/95 Results by Sample gi SAMPLE ID HRPSI-TW3 _ FRACTION 11A TEST CODE 8080 NAME PESTICIDES/PCB IDate & Time Collected 06/27/95 15:20:00 Category LIQUID IRESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamma-BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 Heptachlor ND 0.010 Aroclor 1242 ND 0.25 I. Delta BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 I Endosulfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin HD 0.010 I Endrin ND 0.010 4,4'-DDD ND 0.010 Endosulfan II ND 0.010 I 4,4'-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 Toxaphene ND 0.50 Methoxychlor ND 0.010 INotes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95, ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: _UG/L ND = not detected at detection limit I II I II II C.4O 1606 I I Page 54 TO)(IKOR CORP_ REPORT York Order #95-06-128 '� Received: 06/30/95 Results by San to SAMPLE ID HRPS1-TU3 FRACTION 11A TEST CODE 8100 NAME PAH I/ Date & Time Collected 06/27/95 15:20:00 Category LIQUID IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1-Methylnaphthalene NO 10.0 I 2-Methytnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 I Fluorene Phenanthrene ND 10.0 86-73-7 ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 I Pyrene ND 10.0 129-00-0 Benxo(a)anthfacene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 I Benzo(b)fluoranthene ND 10.0 205-99-2 Benzo(k)fiuoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 I Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Dibenz(a,h)anthracene ND 10.0 53-70-3 '..--"..\Benzo(g,h,i)perytene ND 10.0 191-24-2 I NOTES AND-DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST OF INSTRUMENT PE I UNITS ug/L, DILUTION 1 ND : NOT DETECTED AT DETECTION LIMIT II I I I I I A , , 16D 6 I i Page 55 TOXIKOM CORP. REPORT Results by Sample Work Order f 95-06-128 Received: 06/30/95 SAMPLE ID HRPS1TW3 FRACTION 11A TEST CODE 8140W NAME ORG. PROS. PEST.-WATER IDate & Time Collected Mh7L 15:20:00 Category LICUI� IRESULT UNITS = ug/L Azinphos Methyl NO 1.00 I Demeton ND 1.00 Diazinon ND 1.00 pisulfoton ND 1.00 I Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 I Parathion Methyl ND 1.00 Phorate ND 7.00 Chlorpyrifos ND 1.00 INotes and Definitions for this.Report: I EXTRACTED: 07!03 9L5 DATE RUN: gligfilil ANALYST: l4AK A INSTRUMENT: HP-4 DIL. FACTOR: 1 ND = not detected at detection limit I I I I I I I I ' Slo 1 6 0 6 111 1 Page 56 TOXIKON CORP. REPORT Work Order i 95-06-128 Received: 06/30/95 Results by SaoQle SAMPLE ID HRPS1-TW3 FRACTION 11A TEST CODE 8150W NAME CHLORINATED HERB_ - WATER Date & Time Collected 06/27/95 15:20:00 Category LIQUID RESULT LIMIT UNITS = ug/L 2,4-DB ND 1.0 2,4-D ND 1.0 2,4,5-T ND 1.0 Silvex (2,4,5-TP) ND 1.0 Dinoseb (DNBP) ND 1.0 Dalapon ND 1.0 Dicamba ND 1.0 Dichlorprop ND 1.0 MCPA ND 200 MCPP ND 200 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/17/95 ANALYST: SR INSTRUMENT: GC OIL. FACTOR: 1 ND = not detected at detection limit I I I 1 I lo 6 II 6 ,1111I Page 57 Received: 06/30/95 TOXIKON CORP- REPORT Results by Sample Work Order #95-06-128 SAMPLE 10 NRPS2-TVI FRACTION 12A TEST CODE 601602 NAME PURL- MALOCARBONS 1 AROMAT iDate S. Time Collected 06/28/95 11:30:00 Category LIQUID DETECT CAS STORET EPA METHOD 601 RESULT LIMIT N0. N0. Chloromethane ND 1.00 74-87-3 34418 II Bromomethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 1 Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 I 1,1-Dichloroethene ND 1.00 75-35-4 34501 1,1 Dichloroethane ND 1.04 75-34-3 34496 trans-1,2-Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 I 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1-Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 I Bromodichioromethane ND 1.00 75-27-4 32101 1,2 Dichloropropane ND 1.00 78-87-5 34541 Trans•1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichloroethene _ ND 1.00 79-01-6 39180 ii cis-1,3-Dichloropropene N0 1.00 10061-01-5 34704 1,1,2 Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-ChloroethylvinyL ether ND 1.00 100-75-8 34576 eromoform ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 I Tetrachloroethene NO 1.00 127-18-4 34475 Chlorobenzene ND 1.00 108-90-7 34301 1,4-Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 1,2-Dichlorobenzene NO 1.00 95-50-1 34536 I EPA METHOD 602 I Benzene ND 1.00 71-43-2 34030 Toluene 1.07 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 I Xylenes (Total) 1.26 1.00 1330-20-7 Methyl t Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP I INSTRUMENT: HP-3 DIL. FACTOR: 1 UNITS u9/L ND = not detected at detection limit ill I 1110 1606 I Page 58 TOXIKON CORP. REPORT Work Order it 95-06-128 ill IReceived: 06/30/95 Results by Sample SAMPLE ID HRPS2-TN1 FRACTION 12A TEST CODE 8080 NAME PESTICIDES/PCB IDate & lime Collected 06/28/95 11:30:00 Category LIQUID IRESULT LIMIT RESULT LIMIT I ND Q.25 Alpha-BHC ND 0.25 Gamma-BHC (Lindane) ND 0.010 Aroclor 1016 ND 0.010 Aroclor 1221 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 I Heptachlor ND 0.010 Aroclor 1242 ND 0.25 Delta BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 I Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 EndosuLfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4'-DDD ND 0.010 Endosutfan II ND 0.010 I 4,40-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 I Chlordane ND 0.25 Toxaphene ND 0.50 Methoxychlor ND 0.010 INotes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/L_ ND = not detected at detection limit I I I I III 0 ---`NI 16fl f) I Page 59 TOX1KOI CORP. REPORT Port Order t 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-TW1 FRACTION 12A TEST CODE 8100 NAME PAN Date & Time Collected 06/28/95 11:30:00 Category LIQUID POLYNUCLEAR AROMATIC HYDROCARBONS I DETECT CAS RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1-Methylnaphthalene ND 10.0 2-Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 Fluorene ND 10.0 86-73-7 Phenanthrene ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 Pyrene ND 10.0 129-00-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 Benzo(b)fluoranthene ND 10.0 205-99-2 Senzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Dibenz(a,h)anthracene ND 10.0 53-70-3 Benzo(g,h,i)perylene ND 10.0 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST BF INSTRUMENT PE UNITS ug/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I 11 I fiL 11110 I ___________________ ___ 1 6 0 6 i1 I Page 60 TOXIKON CORP. REPORT York Order 1 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID NRPS2-TU1 FRACTION 12A TEST CODE 8140U NAME ORG. PHOS. PEST.-PATER IDate & Time Collected 06/28/95 11:30:00 Category LIQUID 1 RESULT UNITS = ug/L I Azinphos Methyl ND 1.00 Demeton NO 1.00 Diazinon ND 1.00 • Disulfoton ND 1.00 I Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 I Parathion Methyl ND 1.00 Phorate ND 1.00 Chlorpyrifos ND 1.00 I Notes and Definitions for this Report: I EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: HP-4 DIL. FACTOR: 1 IND = not detected at detection limit I I I I I I 111,ak I Page 61 TOXIKON CORP. REPORT Work Order * 95-06-128 illReceived_ 06/30/95 Results by Sample SAMPLE ID HRPS2-TW1 FRACTION 12A TEST CODE 8150U NAME CHLORINATED HERB. - WATER IDate & Time Collected 06/28/95 11:30:00 Category LIQUID 11 RESULT LIMIT UNITS = ug/L 2,4-DB ND 1.0 I2,4-D ND 1.0 I' 2,4,5-T ND 1.0 Silvex (2,4,5-TP) ND 1.0 IDinoseb (DNBP) ND 1.0 Dalapon ND 1.0 IDicamba ND 1.0 II Dichlorprop ND 1.0 MCPA ND 200 MCPP ND 200 wili Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/17/95 - I ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 IND = not detected at detection limit I 11 I I 160 6 I "ill I Page 62 Received: 06/30/95 TOXIKON CORP. REPORT Results by Sample Nark Order #95-06-128 SAMPLE ID HRPS2-TW2 FRACTION 13A TEST CODE 601602 NAME PURG. NALOCARBONS & ARONAT IDate & Time Collected 06/28/95 12:15:00 Category LIQUID DETECT CAS STORET IEPA METHOD 601 RESULT LIMIT W. NO. Chloromethane ND 1.00 74-87-3 34418 I Bromonethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.09 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 11/ Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-09-2 34423 Trichtoroftuoromethane ND 1.00 75-69-4 34488 I 1,1-Dichloroethene ND 1.00 75-35-4 34501 1,1-Dichtoroethane ND 1.00 75-34-3 34496 trans-1,2-Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.90 67-66-3 32106 I 1,2-Dichtoroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 I Bromodichloromethane ND 1.00 75-27-4 32101 1,2 Dichloropropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichloroethene ND 1.00 79-01-6 39180 I cis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 1,1,2 Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-Chloroethylvinyl ether Bromoform ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachioroethane ND 1.00 79-34-5 34516 I Tetrachloroethene Chlorobenzene ND 1.00 127-18-4 34475 ND 1.00 108-90-7 34301 1,4-Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 I1,2-Dichtorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 IBenzene ND 1.00 71-43-2 34030 Toluene ND 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 I Xylenes (Total) ND 1.00 1330-20-7 Methyl t Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP I INSTRUMENT: HP-3 DIt. FACTOR: 1 UNITS : mat ND = not detected at detection limit 1 6 0 --6- I .--. Page 63 TOXIK011 CORP. REPORT York Order # 95-06-128 IN Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-TY2 FRACTION 13A TEST CODE 8080 NAME PESTICIDES/PCB IDate & Time Collected 06/28/95 12:15:00 Category LIQUID I RESULT LIMIT RESULT LIMIT • Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamma-BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BHC ND 0.010 Aroctor 1232 ND 0.25 Heptachlor ND 0.010 Aroclor 1242 ND 0.25 Delta-BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 I Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 Endosulfan I HD 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4' 000 ND 0.010 Endosulfan II ND 0.010 I 4,4'-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosuffan Sulfate ND 0.010 Chlordane ND 0.25 Toxaphene ND 0.50 --' Methoxychlor ND 0.010 , INotes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 OIL. FACTOR: 1 UNITS: ,UG/L ND = not detected at detection limit I I I I 1 6 0 6 I ...._. I Page 64 IO%IKON CORP. REPORT York Order t 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-Tir2 FRACTION 13A TEST CODE 8100 NAME PAH IDate & Time Collected 06/28/95 12:15:00 Category LIQUID POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1-Methylnaphthalene ND 10.0 I 2-Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 I Fluorene Phenanthrene ND 10.0 86-73-7 ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 IPyrene ND 10.0 129-00-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 I Benzo(b)fluoranthene ND 10.0 205-99-2 Benzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 I Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Dibenz(a,h)anthracene ND 10.0 53-70-3 Benzo(g,h,i)perylene ND 10.0 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST BF INSTRUMENT PE I UNITS L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I 1 6 10/ .-- Page 65 TOXIKOiI CORP_ REPORT Work Order 95-06-128 1111 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-TM2 FRACTION 13A TEST CODE 8140W NAME ORG. PHOS. PEST.-DATER Date & Time Collected 06/28/95 12:15:00 Category LIQUID 1 RESULT UNITS = ug/L Azinphos Methyl ND 1.00 Demeton ND 1.00 Diazinon ND 1.00 Disutfoton ND 1.00 Ethion - ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 Parathion Methyl ND 8.00 Phorate ND 1.00 Chlorpyrifos ND 1.00 1 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: HP-4 OIL. FACTOR: 1 ND = not detected at detection limit I I M 1 I I 1 E.) . , 1606 II I Page 66 Received: 06/30/95 TO1(IKON CORP. REPORT Results by Sample Work Order N 95-06-128 SAMPLE ID HRPS2-N2 FRACTION 13A TEST CODE 8150W NAME CHLORINATED HERB. - WATER IDate & Time Collected 06/28/95 12:15:00 Category LIQUID IRESULT LIMIT UNITS = ug/L I 2,4-DB ND 1.0 2,4 D ND 1.0 I2,4,5-7 ND 1.0 Silvex (2,4,5-TP) ND 1.0 Dinoseb (DNSP) ND 1.0 Dalapon ND 1.0 IDicamba ND 1.0 IDichlorprop ND 1.0 MCPA ND 200 IMCPP ND 200 Notes and Definitions for this Report: 1EXTRACTED: 07/03/95 DATE RUN: 07/17/95 I ANALYST: SR INSTRUMENT: GC D1L. FACTOR: 1 IND = not detected at detection Limit I I 1 I I -Th I® . 1 111 11 I Page 67 TOXIKON CORP. REPORT York Order # 95-06-128 III Received: 06/30/95 Results by Sample SAMPLE ID MRPS2-TY3 FRACTION 14A TEST CODE 601602 NAME PURG. NALOCARBONS & AROMAT iDate & Time Collected 06/28/95 13:00:00 Category LIQUID IDETECT CAS STOUTE P A METHOD 601 RESULT LIMIT W. NO. Chloromethane ND 1.00 74-87-3 34418 I Bromomethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 II Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 I 1,1-Dichtoroethene ND 1.00 75-35-4 34501 1,1 Dichtoroethane ND 1.00 75-34-3 34496 trans-1,2-Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 II 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 III Bromodichloromethane ND .1.00 75-27-4 32101 1,2 Dichloropropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichloroethene ND 1.00 79-01-6 39180 cis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 -r 1,1,2-Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-Chloroethylvinyl ether Bromoform ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 I Tetrachloroethene Chlorobenzene ND 1.00 127-18-4 34475 ND 1.00 108-90-7 34301 1,4-Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene NO 1.00 541-73-1 34566 I1,2-Dichlorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 I Benzene ND 1.00 71-43-2 34030 Toluene 5.55 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 Xylenes (Total) 3.66 1.00 1330-20-7 I Methyl-t-Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP I INSTRUMENT: HP-3 OIL. FACTOR: 1 UNITS : ug/L ND = not detected at detection limit I 410 1606 I1 I Page 68 TOXIKON CORP. REPORT Work Order 1 95-06-128 Received: 06/30/45 Results by Sample SAMPLE ID HRPS2-TW3 _ FRACTION 14A TEST CODE 8080 NAME PESTICIDES/PCB 111 Date & Time Collected 06/28/95 13:00:00 Category LIQUID IRESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamna BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-SNC ND 0.010 Aroclor 1232 ND 0.25 I Heptachlor ND 0.010 Aroclor 1242 ND 0.25 pelta BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 I Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 Endosulfan I ND 0.010 4,4k-DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4' DDD ND 0.010 Endosulfan II ND 0.010 I 4,4'-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 ^ I Toxaphene ND 0.50 Methoxychlor ND 0.010 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit 1111 I 1 I Imo., g 1606 _ 1 Page 69 TOXIKON CORP. REPORT Work Order i 95-06-128 IIReceived: 06/30/95 Results by Sample SAMPLE ID IIRPS2-TW3 FRACTION 14A TEST CODE 8100 NAME PAH IDate & Time Collected 06/28/95 13:0D:00 Category LIQUID 1 POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS II RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1-Methylnaphthalene ND 10.0 I 2-Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 I Fluorene ND 10.0 86-73-7 Phenanthrene ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene NO 10.0 206-44-0 I Pyrene ND 10.0 129 00 0 racene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 1 Benzo(b)fluoranthene ND 10.0 205-99-2 Benzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Dibenz(a,h)anthracene ND 10.0 53-70-3 mil Benzo(g,h,i)perylene ND 10.0 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST BF INSTRUMENT PE I UNITS ug/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT II I I 1 1611_ 6 --1 1 1 Page 70 TOXIKON CORP. REPORT Work Order f 95-06-128 Received: 06!30/95 Results by Sample SAMPLE ID HRPS2-T13 FRACTION 14A TEST CODE 8140U NAME ORG. PHOS. PEST.-WATER 1 Date & Time Collected 06/28/95 13:00:00 Category LIQUID RESULT UNITS = ug/L Azinphos Methyl ND 1.00 Demeton ND 1.00 Diazinon ND 1.00 Disulfoton ND 1.00 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 Parathion Methyl ND 1.00 Phorate ND 1.00 Chlorpyrifos ND 1.00 I Notes and Definitions for this Report: ' EXTRACTED: 07/03/95 DATE RUN: 07/06/95 I ANALYST: KAK INSTRUMENT: HP-4 OIL. FACTOR: 1 ND = not detected at detection limit 1 1 i 1 i I (r.) - - 161 . 6 1 Page 71 TOXIKON CORP. REPORT Work Order II 95-06-128 1111 Received: 06/30/95 Results by Sampte SAMPLE ID NRPS2-TW3 FRACTION 14A TEST CODE 8150W NAME CHLORINATED HERS. - WATER ' Date & Time Collected 06/28/95 13:00:00 Category LIQUID RESULT LIMIT UNITS = ug/L ' 2,4-DB ND 1.0 2,4-D ND 1.0 2,4,5-7 ND 1.0 Silvex (2,4,5-TP) ND 1.0 IDinoseb (DNBP) ND 1.0 Dalapon ND 1.0 Dicamba ND 1.0 ' Dfchlorprop ND 1.0 MCPA ND 200 MCPP ND 200 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/17/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 ND = not detected at detection limit 1 1 „ 1_6ii 6 I 111 Page 72 Received: 06/30/95 TOO(IKON CORP_ REPORT Results by Sample Work Order 0 95-06-128 SAMPLE ID HRPS2-B141 FRACTION 15A TEST CODE 601602 NAME PURL. HALOCARBONS & AROMAT IDate & Time Collected 06/28/95 14:30:00 Category LIQUID I DETECT CAS STOREY E P A METHOD 6 0 Z RESULT LIMIT NO. NO. Chloromethane ND 1.00 74-87-3 34418 I Bromomethane NO 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 11 Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 il 1,1-Dichloroethene ND 1.00 75-35-4 34501 111 1,1-Dichloroethane ND 1.00 75-34-3 34496 trans-1,2-Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 II 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 I Bromodichloromethane ND 1.00 75-27-4 32101 1,2 Dichlorapropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichloroethene ND 1.00 79-01-6 39180 �., cis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 1,1,2-Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-Chloroethylvinyl ether Bromoform ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 II Tetrachloroethene ND 1.00 127-18-4 34475 ll Chtorobenzene ND 1.00 108-90-7 34301 1,4-Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 I1,2-Oichlorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 IBenzene ND 1.00 71-43-2 34030 Toluene 1.49 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 I Xylenes (Total) ND 1.00 1330-20-7 Methyl t Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP I INSTRUMENT: HP-3 OIL. FACTOR: 1 UNITS : ugh!. ND = not. detected at detection limit CD 1 6 D -__6 1 - Page 73 TOXIKON CORP_ REPORT Work Order # 95-06-128 Received: 06/30/95 Results by Sample Nro SAMPLE ID HRPS2-B0 FRACTION 15A TEST CODE 8080 NAME PESTICIDES/PCB IDate & Time Collected 06/28/95 14:30:00 Category LIQUID I RESULT LIMIT RESULT LIMIT i Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamma BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 ' Heptachlor ND 0.010 Aroclor 1242 ND 0.25 Delta BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 I Endosulfan I ND 0.010 4,4' DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4' DDD ND 0.010 Endosulfan II ND 0.010 II 4,4'-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 » Toxaphene ND 0.50 Methoxychlor ND 0.010 IINotes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 I UNITS: UG/L ND = not detected at detection limit I II I I 160 6 1 'ill Page 74 TOXIKON CORP- REPORT Work Order it 95-06-128 IReceived: 06/30/95 Results by Sample SAMPLE ID HRPS2-81.11 FRACTION 15A TEST CODE 8100 NAME PAH 1 Date 8 Time Collected 06/28/95 14:30:00 Category LIQUID 1 POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS INaphthalene RESULT LIMIT NUMBER ND 10.0 91-20-3 1-Methylnaphthalene ND 10.0 I 2-Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 Fluorene ND 10.0 86-73-7 IPhenanthrene ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 II Pyrene ND 10.0 129 00-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 eenzo(b)fluoranthene ND 10.0 205-99-2 IBenzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 II Oibenz(a,h)anthracene ND 10.0 53-70-3 "'� Benzo(g,h,i)perylene ND 10.0 191-24-2 I -NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST BF INSTRUMENT PE 1 UNITS uq/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I 1 I I -.., 1 A II Page 75 TOXIKOM CORP. REPORT Work Order i 95-06-128 Received: 06/30/95 Results by Sample Id SAMPLE ID HRPS2-BW1 FRACTION 15A TEST CODE 8140W NAME ORG. PHOS. PEST.-WATER II Date & Time Collected 06/28/95 14:30:00 Category LIQUID IIRESULT UNITS = ug/L Azinphos Methyl NO 1.00 11 Demeton ND 1.00 Diazinon ND 1.00 Disulfoton ND 1.00 I/ Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 Parathion Methyl ND 1.00 II Phorate ND 1.00 Chlorpyrifos ND 1.00 I Notes and Definitions for this Report: II EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK j ..+61( INSTRUMENT: NP-4 DIL. FACTOR: 1 IND = not detected at detection Limit II I II I I I ..______ ________ U_D_ _(:$ II Page 76 TOiXIKON CORP. REPORT Work Order it 95-06-128 �--, IIReceived: 06/30/95 Results by Sample SAMPLE ID HRPS2-BW1 FRACTION 15A TEST CCOE 8150W NAME CHLORINATED HERB. - WATER IIDate & Time Collected 06/28/95 14:30:00 Category LIOUID IRESULT LIMIT UNITS = ug/L 2,4-DB ND 1.0 II2,4-DND 1.0 II 2,4,5-T ND 1.0 Silvex (2,4,5-TP) ND 1.0 IIDinoseb (DNBP) ND 1.0 Dalapon ND 1.0 II Dicamba ND 1.0 II Dichtorprop ND 1.0 MCPA ND 200 11 MCPP ND 200 Notes and Definitions for this Report: IIEXTRACTED: 07/03/95 DATE RUN: 07/17/95 I ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 IND = not detected at detection limit I II i II I 160 . 6 _ I Page 77 TOXIKON CORP_ REPORT York Order #95-06-128 mor Received: 06/30/95 Results by Sample II SAMPLE ID HRPS2-EQS FRACTION 16A TEST CODE 601602 NAME PURG. HALOCARBONS & AROMAT IDate & Time Collected 06/28/95 15:00:00 Category LIQUID DETECT CAS STOREY E P A METHOD 60L RESULT LIMIT NO. NO. Chloromethane ND 1.00 74-87-3 34418 11 Bromomethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 I Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 1,1-Dichloroethene ND 1.00 75-35-4 34501 I 1,1-Dichloroethane ND 1.00 75-34-3 34496 trans 1,2 Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 I 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23.5 32102 I Bromodichloromethane ND 1.00 75-27-4 32101 1,2 Oichloropropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichloroethene ND 1.00 79-01-6 39180 cis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 ,,,,4 1,1,2-Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-Chloroethylvinyl ether Bromofonn ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 II Tetrachloroethene ND 1.00 127-18-4 34475 Chtorobenzene ND 1.00 108-90-7 34301 1,4 Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 1,2-Dichlorobenzene ND 1.00 95-50-1 34536 1 EPA METHOD 602 II Benzene ND 1.00 71-43-2 34030 Toluene - ND 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 II Xylenes (Total) ND 1.00 1330-20-7 Methyl t Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-3 I OIL. FACTOR: 1 UNITS : ug/L ND = not detected at detection limit 160 6 1 Page 78 TOXIKOM CORP. REPORT Work Order # 95-06-128 IReceived: 06/30/95 Results by Sample SAMPLE ID HRPS2-EQS FRACTION 16A TEST CODE 8080 NAME PESTICIDES/PCB IDate & Time Collected 06/2805 15:00:00 Category LIQUID RESULT LIMIT RESULT LIMIT I Alpha-BHC MD 0-010 Aroclor 1016 ND 0.25 Gamma BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 I Heptachlor ND 0.070 Aroclor 1242 ND 0.25 Delta BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 II Endosulfan 1 ND 0.010 4,4' DDE ND 0.010 Dieldrin ND 0.010 II Endrin ND 0.010 4,4' DDD ND 0.010 Endosulfan II ND 0.010 I 4,4'-DOT ND 0.010 Endrin Atdehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 I Toxaphene ND 0.50 ` Methoxychlor ND 0.010 I Notes and Definitions for this Report: EXTRACTED: 07/03/95 1 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 UNITS: UG/L ND = not detected at detection Limit I I 1 II tl:) 1613 6 I Page 79 TOXIKON CORP. REPORT York Order N 95-06-128 Received: 06/30/95 Results by Sample 10 SAMPLE ID NRPS2-EQS FRACTION 16A TEST CODE 8100 NAME PAN Date & Time Collected 06/28/95 15:00:00 Category LIQUID POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I Naphthalene RESULT LIMIT NUMBER ND 10.0 91-20-3 1-Methylnaphthalene ND 10.0 2-Methylnaphthatene ND 10.0 I Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 Ftuorene ND 10.0 86-73-7 Phenanthrene ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 Pyrene ND 10.0 129-00-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 Benzo(b)fluoranthene ND 10.0 205-99-2 Benzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Aga. Dibenz(a,h)anthracene ND 10.0 53-70-3 Benzo(g,h,i)perytene ND 10.0 191-24-2 NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST 8F INSTRUMENT PE UNITS ug/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I 1 I 9 � . 1 6 0 6 I 111 Page 80 TOXIKOM CORP. REPORT Work Order 0 95-06-128 IReceived: 06/30/95 Results by Sample SAMPLE ID HRPS2-EOS FRACTION 1611 TEST CODE 8140W NAME ORG. PHOS. PEST.-PATER IDate & Time Collected 06/28/95 15:00:00 Category LIQUID IRESULT UNITS = ugh'. Azinphos Methyl ND 1.00 I Demeton ND 1.00 Diazinon ND 1.00 Disulfoton ND 1.00 I Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 Parathion Methyl ND 1.00 Phorate ND 1.00 Chlorpyrifos ND 1.00 IINotes and Definitions for this Report: I EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK II INSTRUMENT: HP-4 OIL. FACTOR: 1 IND = not detected at detection limit I r II II I trP II Page 81 TOXICON CORP_ REPORT Work Order B 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-EOS FRACTION 16A TEST CODE 8150W NAME CHLORINATED HERB. - WATER Date & Time Collected 06/28/95 15:00:00 Category LIQUID RESULT LIMIT UNITS = ug/L 2,4-DB ND 1.0 2,4-D ND 1.0 2,4,5-T ND 1.0 Silvex (2,4,5-TP) ND 1.0 Dinoseb (DNBP) _ ND 1.0 Dalapon ND 1.0 Dicamba ND 1.0 Dichlorprop ND 1.0 MCPA ND 200 --- MCPP ND 200 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/17/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 ND = not detected at detection limit I I ,. 1 -_ _ _ ---1_6-0- -b 1 I Page 82 TOXIKON CORP_ REPORT York Order f 95-06-128 Received: 06/30/95 Results by Sample SAMPLE 1D HRPS2-EBY - FRACTION 17A TEST CODE 601602 NAME PURG. HALOCARBONS & AROMAT iDate & Time Collected 06/28/95 15:20:00 Category LIQUID DETECT CAS STORET IEPA METHOD 601 RESULT LIMIT NO. N0. Chloromethane ND 1.00 74-87-3 34418 II Bromomethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 I Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride NO 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 I 1,1-Dichtoroethene ND 1.00 75-35-4 34501 1,1 Dichloroethane ND 1.00 75-34-3 34496 trans-1,2-Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 I 1,2-Dichtoroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 I Bromodich[oromethane ND 1.00 75-27-4 32101 1,2 Dichloropropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichloroethene ND 1.00 79-01-6 39180 I cis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 1,1,2 Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-Chloroethytvinyt ether Bromoform ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 II Tetrachloroethene Chlorobenzene ND 1.00 127-18-4 34475 ND 1.00 108-90-7 34301 1,4-Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 I1,2-Dichlorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 IBenzene ND 1.00 71-43-2 34030 Toluene ND 1.00 108-88-3 34010 Ethytbenzene ND 1.00 100-41-4 34371 I Xylenes (Total) NO 1.00 1330-20-7 Methyl t Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP I INSTRUMENT: HP-3 DIL. FACTOR: 1 UNITS : ugJL ND = not detected at detection limit 0 ,. . 1 6 0 -6- I '....., Page 83 TOXIKON CORP. REPORT Work Order it 95-06-128 Received: 06/30/95 Results by Sample lig 1I SAMPLE ID HRPS2-EBW FRACTION 17A TEST CODE 8080 NAME PESTICIDES/PCB j IDate & Time Collected 06/28195 15:20:00 Category LIQUID IRESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamna BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 I Heptachlor ND 0.010 Aroclor 1242 ND 0.25 Delta BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 I Heptachlor Epoxide ND 0.019 Aroclor 1260 ND 0.25 Endosulfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I Endrin HD 0.010 4,4' DDD ND 0.010 Endosulfan 11 ND 0.010 I 4,4'-DDT ND 0.910 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 Toxaphene ND 0.50 - Methoxychlor ND 0.010 INotes and Definitions for this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 OIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit I I I I At I 16136 I _.... I Page 84 YOXIKOII CORP. REPORT Work Order f 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-EBL? FRACTION 17A TEST CODE 8100 NAME PAH IDate & Time Collected 06/28/95 15:20:00 Category LIQUID IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1-Methytnaphthalene ND 10.0 I 2-Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 I Fluorene Phenanthrene ND 10.0 86-73-7 ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Ftuoranthene ND 10.0 206-44-0 IPyrene ND 10.0 129-00-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 I Benzo(b)ftuoranthene ND 10.0 205-99-2 Benzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 Indeno(1,2,3 cd)pyrene ND 10.0 193-39-5 „1 I Dibenz(a,h)anthracene ND 10.0 53-70-3 Benzo(g,h,i)perylene ND 10.0 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/30/95 DATE RUN 07/06/95 ANALYST BF INSTRUMENT PE IUNITS ug/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I I I S 2 I Page 85 TOXIKOM CORP. REPORT Work Order 1 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID MRPS2-E814 FRACTION 17A TEST CODE 8140W NAME ORG. PHOS. PEST.-WATER IDate & Time Collected 06/28/95 15:20:00 Category LIQUID iRESULT UNITS= ug/L Azinphos Methyl ND 1.00 I Aemeton ND 1.00 Diazinon ND 1.00 Disulfoton ND 1.00 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 Parathion Methyl ND 1.00 I Phorate ND 1.00 Chlorpyrifos ND 1.00 INotes and Definitions for this Report: I EXTRACTED: 07103/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: HP-4 OIL. FACTOR: 1 IND = not detected at detection limit I I I I I I I (E) . . - I 6 El_ I Page 86 TOXIKON CORP. REPORT York Order #95-06-128 IReceived: 06/30/95 Results by Sample SAMPLE ID HRPS2-EBY FRACTION 17A TEST CODE 815OU NAME CHLORINATED HERB. - WATER IDate & Time Collected 06/28/95 15:20:00 Category LIQUID RESULT LIMIT UNITS = ug/L 2,4-DS ND 1.0 I2,4-D ND 1.0 I2,4,5-T ND 1.0 Silvex (2,4,5-TP) ND 1.0 111 Dinoseb (DNSP) ND 1.0 Dalapon ND 1.0 II Dicamba ND 1.0 Dichlorprop ND 1.0 I MCPA ND 200 IMCPP ND 200 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/17/95 II ANALYST: SR INSTRUMENT: GC OIL. FACTOR: 1 IND = not detected at detection limit I 1 I I 1 I 1 6 I Page 87 TOXIKCM CORP. REPORT Work Order 1 95-06-128 III Received: 06/30/95 Results by Sample SAMPLE ID DUPD6 FRACTION 18A TEST CODE 601602 NAME PUtG. HALOCARBONS & AROMAT IDate & Time Collected 06/28/95 Category LIQUID DETECT CAS STORET EPA METHOD 601 RESULT LIMIT No. NO. Chloromethane ND 1.00 74-87-3 34418 I Bromomethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 I Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-09-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 1,1-Dichloroethene ND 1.00 75-35-4 34501 I 1,1-Dichloroethane ND 1.00 75-34-3 34496 trans 1,2 Dichlaroethene NO 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 I 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 I Bromodichloromethane ND 1.00 75-27-4 32101 1,2 Dichloropropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichloroethene ND 1.00 79-01-6 39180 cis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 „4 1,1,2-Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-Chloroethylvinyl ether Bromoform ND 1.00 100-75-8 34576 ND 1.00 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 I Tetrachloroethene ND 1.00 127-18-4 34475 Chlorobenzene ND 1-00 108-90-7 34301 1,4 Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 I1,2-Dichlorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 1 Benzene ND 1.00 71-43-2 34030 1 Toluene 1.24 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 I Xylenes (Total) 2.68 1.00 1330-20-7 Methyl-t Butyl Ether 1.03 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP INSTRUMENT: HP-3 I OIL. FACTOR: 1 UNITS : uq/L ND = not detected at detection limit i6D6 1 Page 88 TOXIKON CORP. REPORT York Order #95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID Dl3P#6 FRACTION 18A TEST CODE 8080 NAME PESTICIDES/PC8 IDate & Time Collected 06/28/95 Category LIQUID IRESULT LIMIT RESULT LIMIT I Alpha-BHC ND 0.010 Aroclor 1016 ND 0.25 Gamma BHC (Lindane) ND 0.010 Aroclor 1221 ND 0.25 Beta-BNC ND 0.010 Aroclor 1232 ND 0.25 I Heptachlor Delta BHC ND 0.010 Aroclor 1242 ND 0.25 ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 I Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 Endosulfan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 Endrin ND 0.010 I 4,4'-DDD ND 0.010 Endosulfan II ND 0.010 I 4,41-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosulfan Sulfate ND 0.010 Chlordane ND 0.25 I Toxaphene ND 0.50 Methoxychlor ND 0.010 INotes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 IIANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit I I I I1 I ,r< I '( ,, 1 6 0 . 1 I f� Page 89 TOXIKOM CORP. REPORT Work Order #95-06-128 Received: 06/30/95 Results by Sample 1111 SAMPLE ID DUP06 FRACTION 18A TEST CODE 8100 NAME PAH Date & Time Collected 06/28/95 Category LIQUID IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene ND 10.0 91.20-3 1-Methylnaphthalene ND 10.0 2-Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 10.0 83-32-9 Fluorene ND 10.0 86-73-7 I Phenanthrene Anthracene ND 10.0 85-01-8 ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 IPyrene ND 10.0 129-00-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 Benzo(b)fiuoranthene ND 10.0 205-99-2 eenzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 °.... Dibenz(a,h)anthracene ND 10.0 53-70-3 Benzo(g,h,i)perylene ND 10.0 191-24-2 INOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED 06/30/95 I DATE RUN 07/06/95 ANALYST BF INSTRUMENT PE I UNITS ug/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I 1 I I I 1 6 El I Page 90 TOXIKOII CORP_ REPORT Work Order # 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID DUP06 FRACTION 18A TEST CODE 8140W NAME ORG. PHOS. PEST_-WATER Date & Time Collected 06/28/95 Category LIQUID 1 RESULT UNITS = ug/L Azinphos Methyl ND 1.00 Demeton ND 1.O0 Diazinon ND 1.00 Disulfoton ND 1.00 Ethion ND 1.00 Malathion ND 1.00 Parathion Ethyl ND 1.00 Parathion Methyl ND 1.00 Phorate ND 1.00 Chlorpyrifos ND 1.00 I Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK ' INSTRUMENT: HP-4 DIL. FACTOR: 1 ND = not detected at detection limit I I I I 1 I . , _ 1 6 0 6 , ,I ...... Page 91 TOXIKON CORP. REPORT Work Order X 95-06-128 Received: 06/30/95 Results by Sample md SAMPLE ID DUP#6 FRACTION 18A TEST CODE 8150U NAME CHLORINATED HERB. - WATER IDate & Time Collected 06/28/95 Category LIQUID 1 RESULT LIMIT UNITS = ug/L 2,4-0B ND 1.0 i2,4-D ND 1.0 I2,4,5-T ND 1.0 Silvex (2,4,5-TP) ND 1.0 IDinoseb (DNBP) ND 1.0 Dalapon ND 1.0 IDicamba ND 1.0 Dichlorprop ND 1.0 MCPA ND 200 MCPP ND 200 Notes and Definitions for this Report: IEXTRACTED: 07/03/95 DATE RUN: 07/17/95 ANALYST: SR I INSTRUMENT: GC OIL. FACTOR: 1 IND = not detected at detection limit / . I I I iii I 0 MEMINMENNEW _1_6D6 I Page 92 TOXIKON CORP. REPORT Work Order N 95-06-128 IReceived: 06/30/95 Results by Sample SAMPLE ID METHOD BLANK - LIQUID FRACTION 19A TEST CODE 601602 NAME PURG. HALOCARBONS & AROMAT 1 Date & Time Collected not specified Category QC I DETECT CAS STOREY E P A METHOD 601 RESULT LIMIT NO. NO. Chloromethane ND 1.00 74-87-3 34418 Bromomethane ND 1.00 74-83-9 34413 Vinyl Chloride ND 1.00 75-01-4 39715 Dichlorodifluoromethane ND 1.00 75-71-8 34668 I Chloroethane ND 1.00 75-00-3 34311 Methylene Chloride ND 1.00 75-G9-2 34423 Trichlorofluoromethane ND 1.00 75-69-4 34488 1,1-Dichloroethene ND 1.00 75-35-4 34501 II 1,1-Dichloroethane ND 1.00 75-34-3 34496 trans 1,2 Dichloroethene ND 1.00 156-60-5 34556 Chloroform ND 1.00 67-66-3 32106 11 1,2-Dichloroethane ND 1.00 107-06-2 34531 1,1,1 Trichloroethane ND 1.00 71-55-6 34506 Carbon tetrachloride ND 1.00 56-23-5 32102 1 Bromodichloromethane ND 1.00 75-27-4 32101 1,2 Dichloropropane ND 1.00 78-87-5 34541 Trans-1,3-Dichloropropane ND 1.00 10061-02-6 34699 Trichloroethene ND 1.00 79-01-6 39180 I cis-1,3-Dichloropropene ND 1.00 10061-01-5 34704 1,1,2-Trichloroethane ND 1.00 79-00-5 34511 Dibromochloromethane ND 1.00 124-48-1 32105 I 2-Chtoroethylvinyl ether Bromoform ND 1.00 100-75-8 34576 ND LOU 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane ND 1.00 79-34-5 34516 Tetrachloroethene ND 1.00 127-18-4 34475 l Chlorobenzene ND 1.00 108-90-7 34301 1,4 Dichlorobenzene ND 1.00 106-46-7 34571 1,3-Dichlorobenzene ND 1.00 541-73-1 34566 I . 1,2-Dichlorobenzene ND 1.00 95-50-1 34536 EPA METHOD 602 1 Benzene ND 1.00 71-43-2 34030 Toluene ND 1.00 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 II Xylenes (Total) ND 1.00 1330-20-7 Methyl t Butyl Ether ND 1.00 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-3 I OIL. FACTOR: 3 UNITS : ug[L ND = not detected at detection limit I 160 6I ".., Page 93 TOXIKON CORP. REPORT Work Order t 95-06-128 Received: 06/30/95 Results by Sample MO SAMPLE ID METHOD BLANK - LIQUID FRACTION 19A TEST CODE 8080 NAME PESTICIDES/PCB IIDate & Time Collected not specified Category QC 1 RESULT LIMIT RESULT LIMIT 1 I Alpha BHC ND 0.010 Aroclor 1016 ND 0.25 Gamma-BHC (Lindane) NO 0.010 Aroclor 1221 ND 0.25 Beta-BHC ND 0.010 Aroclor 1232 ND 0.25 II Heptachlor ND 0.010 Aroclor 1242 ND 0.25 Delta BHC ND 0.010 Aroclor 1248 ND 0.25 Aldrin ND 0.010 Aroclor 1254 ND 0.25 Heptachlor Epoxide ND 0.010 Aroclor 1260 ND 0.25 Endosuifan I ND 0.010 4,4'-DDE ND 0.010 Dieldrin ND 0.010 I Endrin ND 0.010 4,4' DDD ND 0.010 Endosulfan II ND 0.010 I 4,4'-DDT ND 0.010 Endrin Aldehyde ND 0.010 Endosulfan Sulfate NO 0.010 e< Chlordane ND 0.25 Toxaphene ND 0.50 Methoxychlor ND 0.010 INotes and Definitions for.this Report: EXTRACTED: 07/03/95 I DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 OIL. FACTOR: 1 IUNITS: UG/L ND = not detected at detection limit I I I I __1_6_1:1 6 _ r ' Page 94 TOXIKON CORP. REPORT Work Order 1 95-06-128 �-. Received: 06/30/95 Results by Sample SAMPLE ID METHOD BLANK - LIQUID FRACTION 19A TEST CODE 8100 NAME PAH 1 Date & Time Collected not specified Category QC IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1-Methylnaphthalene ND 10.0 ' 2-Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208-96-8 Acenaphthene NO 10.0 83-32-9 I Fluorene Phenanthrene ND 10.0 86-73-7 ND 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene ND 10.0 206-44-0 I Pyrene ND 10.0 129-OD-0 Benzo(a)anthracene ND 10.0 56-55-3 Chrysene ND 10.0 218-01-9 I Benzo(b)fluoranthene Nb 10.0 205-99-2 Benzo(k){luoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 II Dibenz(a,h)anthracene ND 10.0 53-70-3 Benzo(g,h,i)perylene ND 10.0 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: ' EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST BF INSTRUMENT PE I UNITS uC/L DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT II I 1 I I ® I 6 0 (5,_ I ......... Page 95 TOXIKOM CORP. REPORT York Order I 95-06-128 Received: 06/30/95 Results by Sample r SAMPLE ID MEAN % REC. LCS - LIQUID FRACTION 20A TEST CODE 601602 NAME PURG. NALOCARBOMS & AROMAT IIDate & Time Collected not specified Category QC I DETECT CAS STORET E P A METHOD 601 RESULT LIMIT No. NO. Chloromethane * * 74-87-3 34418 I Bromomethane * * 74-83-9 34413 Vinyl Chloride * * 75-01-4 39715 Dichlorodifluoromethane * * 75-71-8 34668 11 Chloroethane * * 75-00-3 34311 Methylene Chloride * * 75-09-2 34423 Trichloroftuoromethane * * 75-69-4 34488 1,1-Dichloroethene 115 % * 75-35-4 34501 1 1,1-Dichloroethane * * 75-34-3 34496 trans 1,2 Dichloroethene * * 156-60-5 34556 Chloroform * * 67-66-3 32106 I 1,2-Dichloroethane * * 107-06-2 34531 1,1,1 Trichiaroethane * * 71-55-6 34506 Carbon tetrachloride * * 56-23-5 32102 I Sromodichloromethane * * 75-27-4 32101 1,2-Dichtoropropane * * 78-87-5 34541 Trans-1,3-Dichtoropropane * * 10061-02-6 34699 Trichloroethene 98 % * 79-01-6 39180 ANN cis-1,3-Dichloropropene * * 10061-01-5 34704 1,1,2-Trichloroethane * * 79-00-5 34511 Dibromochloromethane * * 124-48-1 32105 I 2-Chloroethytvinyt ether Bromoform * * 100-75-8 34576 * * 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane * * 79-34-5 34516 I Tetrachloroethene * * 127-18-4 34475 Chlorobenxene 93 % * 108-90-7 34301 1,4-Dichlorobenzene * * 106-46-7 34571 1,3-Dichlorobenzene * * 541-73-1 34566 1 1,2-Dichlorobenzene * * 95-50-1 34536 EPA METHOD 602 IBenzene 97 % * 71-43-2 34030 Toluene 102 % * 108-88-3 34010 Ethytbenzene * * 100-41-4 34371 I Xylenes (Total) * * 1330-20-7 MethyE t Butyl Ether * * 1254-25-9 I NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-3 I DIL. FACTOR: 1 UNITS : % ND . not detected at detection limit a It 1 16-11 6 1 I Page 96 TO%IKON CORP. REPORT Berk Order it 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID MEAN % REC. LCS - LIQUID FRACTION 20A TEST CODE 8080 NAME PESTICIDES/PCB IIDate & Time Collected not specified Category QC 1 RESULT LIMIT RESULT LIMIT I Alpha BHC 105 % Aroclor 1016 * % Gamma BHC (Lindane) 107 % Aroclor 1221 * % Beta-BHC 103 % Aroctor 1232 * % I Heptachlor 103 % Aroclor 1242 * % Delta BHC 109 % Aroclor 1248 * % Aldrin 100 X Aroclor 1254 * % I Heptachlor Epoxide 120 X Aroclor 1260 * % Endosulfan I 107 % 4,41-DDE 112 % Dieldrin 103 % I Endrin 117 % 4,4' DDD 94 % Endosulfan II 113 % I 4,4'-DDT 123 % Endrin Aldehyde 113 % Endosulfan Sulfate 116 % Chlordane * % I A—,Toxaphene * % Methoxychlor * % IINotes and Definitions for this Report: EXTRACTED: 07/03/95 - I DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: *1 I UNITS: % ND = not detected at detection limit I II 1 I .... . 0 6 II Page 97 TOXIKOM CORP. REPORT Work Order if 95-06-128 11 Received: 06/30/95 Results by Sample SAMPLE ID MEAN X REC. LCS - LIQUID FRACTION 20A TEST CODE 8100 NAME PAH I Date 8 Time Collected not specified Category QC IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene 86 X * 91-20-3 1-Methylnaphthalene 84 X * I 2-Methylnaphthalene 83 % Acenaphthylene 87 % * 208-96-8 Acenaphthene 89 % * 83-32-9 Fluorene 82 % * 86-73-7 Phenanthrene 92 % * 85-01-8 Anthracene 93 % * 120-12-7 Fluoranthene 97 % * 206-44-0 I Pyrene 96 % * 129-00-0 Benzo(a)anthracene * * 56-55-3 Chrysene 89 % * 218-01-9 I Benzo(b)fluoranthene * * 205-99-2 Benzo(k)fluoranthene * * 207-08-9 Benzo(a)pyrene * * 50-32-8 Indeno(1,2,3-cd)pyrene * * 193-39-5 Dibenz(a,h)anthracene * * 53-70-3 Benzo(g,h,i)perylene * * 191-24-2 I NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/07/95 DATE RUN 06/08/95 ANALYST BF INSTRUMENT PE I UNITS % DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I . . 160 6 1 11 Page 98 MUM* CORP- REPORT Work Order g 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID RPO LCS - LIQUID FRACTION 21A TEST CODE 601602 NAME PURL. HALOCARBOMS & AROMAT IIDate & Time Collected not specified Category QC II DETECT CAS STOREY E P A METHOD 601 RESULT LIMIT NO. NO. Chloromethane * * 74-87-3 34418 II Bromomethane * II * 74-83-9 34413 Vinyl Chloride * * 75-01-4 39715 Dichlorodifluoromethane * * 75-71-8 34668 I Chloroethane * * 75-00-3 34311 Methylene Chloride * * 75-09-2 34423 Trichlorofluoromethane * * 75-69-4 34488 t 1,1 Dichtoroethene 1.7 % * 75-35-4 34501 1,1-Dichloroethane * * 75-34-3 34496 trans-1,2-Dichloroethene * * 156-60-5 34556 Chloroform * * 67-66-3 32106 I 1,2-Dichloroethane * * 107-06-2 34531 1,1,1 Trichloroethane * * 71-55-6 34506 Carbon tetrachloride * * 56-23-5 32102 I Bromodichloromethane * * 75-27-4 32101 1,2 Dichloropropane * 78-87-5 34541 Trans-1,3-Dichloropropane * * 10061-02-6 34699 Trichloroethene 2.0 % * 79-01-6 39180 II cis-1,3-Dichloropropene * 10061-01-5 34704 1,1,2 Trichloroethane * * 79-00-5 34511 Dibromochloromethane * * 124-48-1 32105 I 2-Chloroethylvinyl ether * * 100-75-8 34576 Bromoform * * 75-25-2 75-25-2 1,1,2,2-Tetrachloroethane * * 79-34-5 34516 II Tetrachloroethene Chlorobenzene * * 127-18-4 34475 1.1 % * 108-90-7 34301 1,4-Dichlorobenzene * * 106-46-7 34571 1,3-Dichlorobenzene * * 541-73-1 34566 I1,2-Dichlorobenzene * * 95-50-1 34536 EPA METHOD 602 IIBenzene 3.1 % * 71-43-2 34030 Toluene 2.1 % * 108-88-3 34010 Ethylbenzene * * 100-41-4 34371 II Xylenes (Total) * * 1330-20-7 Methyl t Butyl Ether * * 1254.25-9 NOTES AND DEFINITIONS FOR THIS REPORT: I DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP-3 II OIL. FACTOR: 1 UNITS : % ND = not detected at detection limit I 41 ■ - - Si i I ^ REPORT work Order 95-06-128 Page 99 TOXIKOII CORP. II Received: 06/30/95 Results by Sample SAMPLE ID RPO LCS - LImIIID FRACTION 21A TEST CODE 8080 NAME PESTICIDES/PCB IIDate & Time Collected not specified Category QC IIRESULT LIMIT RESULT LIMIT ' 1.9 % Aroclor 1016 * % Alpha-BHC Gamma-BHC (Lindane) 4.7 % Aroclor 1221 * % Beta-BHC 8.7 % Aroclor 1232 * % I Heptachlor 8.7 % Aroclor 1242 * % Delta BHC 7.3 % Aroclor 1248 * % Aldrin 18 % Aroclor 1254 * % I Heptachlor Epoxide 5.8 % Aroclor 1260 * % Endosulfan I 0 % 4,4'-DDE 10 % Dieldrin 18 % I Endrin 1.7 % 4,4' DDD 8.5 % Endosulfan II 11 % II 4,4'-DDT 8.8 % Endrin Aldehyde 5.3 % Endosulfan Sulfate 3.4 % Chlordane * % Toxaphene * % —. Methoxychlor * % INotes and Definitions for this Report: EXTRACTED: 07/03/95 II DATE RUN: 07/05/95 ANALYST: IO INSTRUMENT: HP-2 DIL. FACTOR: *1 II UNITS: % ND = not detected at detection limit II II I 1 I 0 1 6 O 6 1 II Page 100 TOX[KOY CORP. REPORT York Order 095-06-128 Received: 06/30/95 Results by Sample SAMPLE ID RPD LCS - LIQUID FRACTION 21A TEST CODE 8100 NAME PAIL IDate & Time Collected not specified Category QC IPOLYNUCLEAR AROMATIC HYDROCARBONS I DETECT CAS RESULT LIMIT NUMBER Naphthalene 7.0 % * 91-20-3 1-Methylnaphthalene 3.6 % I 2-Methylnaphthatene 3.6 % Acenaphthylene 6.9 % * 208-96-8 Acenaphthene 6.7 % * 83-32-9 I Ftuorene Phenanthrene 9.8 % * 86-73-7 12 X * 85-01-8 Anthracene 11 % * 120-12-7 Fluoranthene 11 % * 206-44-0 IPyrene 18 % * 129-00-0 Benzo(a)anthracene * * 56-55-3 Chrysene 16 % * 218-01-9 II Benzo(b)ftuoranthene * * 205-99-2 Benzo(k)fluoranthene * * 207-08-9 Benzo(a)pyrene * * 50-32-8 Indeno(1,2,3-cd)pyrene * * 193-39-5 IDibenz(a,h)anthracene * * 53-70-3 Benzo(g,h,i)perytene * * 191-24-2 I/ NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/07/95 DATE RUN 05/08/95 ANALYST BF INSTRUMENT PE 1 UNITS X DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT 11 11 I I 1 6 0 I ,", Page 101 TOXIKON CORP. REPORT Work Order 1 95-06-128 Received: 06/30/95 Results by Sample NM SAMPLE ID METHOD BLANK - SOIL FRACTION 22A TEST CODE 801020 NAME PURGEABLE HAL. & ARO- SOIL IDate & Time Collected not specified Category QC I EPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT Benzene ND 2.00 I Chloromethane ND 2.00 Toluene ND 2.00 Bromomethane ND 2.60 Ethylbenzene ND 2.00 Vinyl Chloride ND 2.00 Xylenes (Total) ND 2.00 III Dichtorodifluoromethane ND 2.00 MTBE ND 2.00 Chloroethane ND 2.00 Methylene Chloride ND 2.00 I Trichlorofluoromethane ND 2.00 1,1 Dichloroethene ND 2.00 1,1-Dichloroethane ND 2.00 trans-1,2-Dichloroethene ND 2.00 I Chloroform ND 2.0D 1,2 Dichloroethane ND 2.00 1,1,1-Trichloroethane ND 2.00 I Carbon tetrachloride ND 2.00 6romodiehloromethane ND 2.00 1,2-Dichloropropane ND 2.00 int Trans-1,3-Dichloropropane ND 2.00 Trichloroethene ND 2.00 cis-1,3-Dichloropropene ND 2.00 1,1,2-Trichloroethane ND 2.00 I Dibromochloramethane ND 2.00 2 Chloroethylvinyl ether ND 2.00 Bromoform ND 2.00 II 1,1,2,2-Tetrachloroethane ND 2.00 Tetrachloroethene No 2.00 Chlorobenzene ND 2.00 1,4-Dichlorobenzene ND 2.00 II 1,3-Dichlorobenzene ND 2.00 1,2 Dichlorobenzene ND 2.00 IIINotes and Definitions for this Report: DATE RUN: 07/03/95 I ANALYST: MAP INSTRUMENT: HP-1 OIL. FACTOR: 1 IUNITS uq/Kg ND = not detected at detection Limit I illi0 II 1 6 1E1 1 Page 102 Received: 06/30/95 T[U(IKON CORP. REPORT Work Order 95-06 128 Results by Sample SAMPLE ID METHOD BLANK - SOIL Alpha-BHC Gamma-BHC (Lindane) Beta-BHC Heptachlor Delta-BHC Aldrin Heptachlor Epoxide Endosulfan I 4,4"-DDE Dieldrin Endrin 4,4'-DDD Endosulfan II FRACTION 22A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected not specified Category EXTRACTED: DATE RUN: aC RESULT LIMIT RESULT LIMIT ND 0.50 Aroclor 1016 ND 5.00 ND 0.50 Aroclor 1221 ND 5.00 ND 0.50 Aroclor 1232 ND 5.00 ND 0.50 Aroclor 1242 ND 5.00 ND 0.50 Aroclor 1248 ND 5.00 ND 0.50 Aroclor 1254 ND 5.00 ND 0.50 Aroclor 1260 ND 5.00 ND 0.50 ND 0.50 ND 0.50 ND 0.50 ND 0.50 ND 0.50 4,4'-DDT Endrin Aldehyde Endosulfan Sulfate Chlordane ND 0.50 ND 0.50 ND 0.50 ' ND 5.00 Toxaphene ND 20.0 Methoxychlor ND 0.50 INotes and Definitions for this Report: 07/07/95 07/07/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: 1 UNITS: UG/KG ND = not detected at detection limit I I I I 1 16 I Page 103 TOXIKON CORP. REPORT Work Order #95-06-128 Received: 06/30/95 Results by Sample 11 SAMPLE ID METHOD BLANK - SOIL FRACTION 22A TEST CODE 8100 NAME PAH IDate & Time Collected not specified Category CIC 1 POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene ND 200 91-20-3 1-Methylnaphthalene ND 200 ili 2-Methylnaphthalene NO 200 Acenaphthylene ND 200 208-96-8 Acenaphthene ND 200 83-32-9 Fkuorene ND 200 86-73-7 I Phenanthrene ND 200 85-01-8 Anthracene ND 200 120-12-7 Fluoranthene ND 200 206-44-0 Pyrene ND 200 129-00-0 IBenzo(a)anthracene ND 200 56-55-3 Chrysene ND 200 218-01-9 I Benzo(b)fluoranthene ND 200 205-99-2 Benzo(k)fluoranthene ND 200 207-08-9 Benzo(a)pyrene ND 200 50-32-8 Indeno(1,2,3-cd)pyrene ND 200 193-39-5 '� Dibenz(a,h)anthracene ND 200 53-70-3 „ Benzo(g,h,i)perYlene ND 200 191-24-2 1 NOTES AND DEFINITIONS FOR THIS REPORT; I EXTRACTED 06/30/95 DATE RUN 07/05/95 ANALYST BF INSTRUMENT PE I UNITS uo/Kg DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I I ., 160 6 1. ! , Page 104 TOXIKON CORP. REPORT Work Order # 95-06-128 Received: 06/30/95 Results by sample SAMPLE ID MEAN % REC. LCS - SOIL FRACTION 23A TEST CODE 801020 NAME PURCEABLE HAL. & ARO. SOIL Date & Time Collected not specified Category QC I EPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT Benzene 102 % I Chloromethane * * Toluene 101 % * Bromomethane * * Ethylbenzene * * Vinyl Chloride * * Xylenes (Total) * * I Dichlorodifluoromethane * * MTBE * * Chloroethane * * Methylene Chloride * - * I Trichloroftuoromethane * * 1,1-Dichloroethene 85 % * 1,1-Dichloroethane * * trans-l,2-Dichloroethene * * II Chloroform * * 1,2-Dichloraethane * * 1,1,1-Trichloroethane * * I Carbon tetrachloride * * Bromodichloromethane * - * 1,2-Dichloropropane * Trans-1,3-Dichloropropane * * I Trichloroethene 95 % * cis-1,3-Dichloropropene * * 1,1,2-Trichloroethane * - * I Dibromochloromethane * * 2-Chtoroethylvinyl ether * * Bromoform * * I 1,1,2,2 Tetrachloroethane * * Tetrachloroethene * * Chlorobenzene 96 X * 1,4-Dichlorobenzene * * I 1,3 Dichlorobenzene * * 1,2-Dichlorobenzene * * 111 Notes and Definitions for this Report: DATE RUN: 06/26/95 I ANALYST: MAP INSTRUMENT: HP-1 DIL. FACTOR: *1 IUNITS % ND = not detected at detection limit I I I - - 1 -_--. I r.• Page 105 TOXIKON CORP- REPORT Work Order S 95-06-128 Received: 06/30/95 Results by Sample 111 SAMPLE ID MEAN X REC_ LCS - SOIL FRACTION 23A TEST CODE 8080 NAME PESTICIDES/PCB IDate & Time Collected not specified Category QC RESULT LIMIT RESULT LIMIT I I Alpha BHC 100 % Aroclor 1016 * % Gamma-BHC (Lindane) 106 % Aroclor 1221 * % Beta-BHC - 107 % Aroclor 1232 * % I 107 X Aroclor 1242 * % Heptachlor Delta BHC 110 X Aroclor 1248 * % Aldrin 118 % Aroclor 1254 * X Heptachlor Epoxide 86 X Aroclor 1260 * X I Endosulfan I 100 X 4,4'-ODE 100 % Dieldrin 111 % Endrin 104 % I 4,4'-DOD 92 % Endosutfan II 116 % I 4,4'-DDT 116 % Endrin Aldehyde 123 % Endosulfan Sulfate 107 % Chlordane * % Toxaphene * % Methoxychlor * % I Notes and Definitions for this Report: EXTRACTED: 07/07/95 I DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: *1 iUNITS: % ND = not detected at detection Limit I I I I I h. liall 61 I I Page 106 TOXIKON CORP_ REPORT Work Order 95-06-128 Received: 06/30/95 Results by Sample / SAMPLE ID MEAN % REC. LCS - SOIL FRACTION 23A TEST CODE 8100 NAME PAH IDate & Time Collected not specified Category QC IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene 91 % * 91-20-3 1-Methylnaphthalene 90 % * I 2-Methylnaphthalene 88 % Acenaphthylene 88 X * 208-96-8 Acenaphthene 89 % * 83-32-9 I Fluorene 90 11 * 86-73-7 Phenanthrene 85 X * 85-01-8 Anthracene 90 % * 120-12-7 Fluoranthene 103 % * 206-44-0 I Pyrene 92 % * 129-00-0 Benzo(a)anthracene * * 56-55-3 Chrysene 101 X * 218-01-9 I Benzo(b)fluoranthene * * 205-99-2 Senzo(k)fluoranthene * * 207-08-9 Benzo(a)pyrene * * 50-32-8 Indeno(1,2,3-cd)pyrene * * 193-39-5 I Dibenz(a,h)anthracene * * 53-70-3 eenzo(g,h,i)perylene * * 191-24-2 1 NOTES AND DEFINITIONS FOR THIS REPORT: I EXTRACTED 06/30/95 DATE RUN 07/03/95 ANALYST BF INSTRUMENT PE I UNITS Al DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I I 4 11 4; I REPORT Work Order # 95-06-128 Page 107 TO)CIKOM CORP. IIReceived: 06/30/95 Results by Sample SAMPLE ID RPD LCS - SOIL FRACTION 24A TEST CODE 801020 NAME PURGEABLE NAL- & ARO. SOIL Date & Time Collected not specified Category OC 111 EPA 8010 EPA 8020 RESULT LIMIT RESULT LIMIT Benzene 7.8 % * * * Toluene 7.9 % * Chloromethane * * Bromomethane * * Ethylbenzene Vinyl Chloride * * Xylenes (Total) * * I Dichlorodifluoromethane * * Chloroethane MTBE Methylene Chloride * * Trichlorofluoromethane * * 1,1-Dichloroethene 9.4 % 1,1-Dichloroethane * - * trans-1,2-Dichloroethene * * 1 Chloroform * * 1,2-Dichloroethane * - * 1,1,1-Trichloroethane * * Carbon tetrachloride * * IIBromodichloromethane * * 1,2-Dichloropropane * * Trans-1,3-Dichloropropane * - * Trichloroethene 7.4 % * .I cis-1,3-Dichloropropene * - * 1,1,2-Trichloroethane * * I Dibromochloromethane * * 2-Chloroethylvinyl ether * * Bromoform * * 1,1,2,2 Tetrachloroethane * * Tetrachlaroethene * * Chlorobenzene 7.3 % * 1,4-Dichlorobenzene * * I 1,3-Dichlorobenzene * * 1,2-Dichlorobenzene * * iNotes and Definitions for this Report: DATE RUN: 06/26/95 ANALYST: MAP INSTRUMENT: HP-1 DIL. FACTOR: *1 IUNITS % ND = not detected at detection limit I I 4 • 1_6U 6 I Page 108 TOXIKON CORP. REPORT Work Order ft 95-06-128 IReceived: 06/30/95 Results by Sample SAMPLE ID RPD LCS - SOIL FRACTION 24A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected not specified Category QC I IRESULT LIMIT RESULT LIMIT I Alpha BHC 9.0 % Aroclor 1016 * X Gamma BHC (Lindane) 7.5 % Aroclor 1221 * X Beta-BHC 7.4 X Aroclor 1232 * X I Heptachlor 7.4 % Aroclor 1242 * X Delta BHC 8.1 X Aroclor 1248 * % Aldrin 13 % Aroclor 1254 * % Heptachlor Epoxide 13 % Aroclor 1260 * X I Endosulfan 1 8.0 X 4,4' DDE 6.0 % Dieldrin 9.0 % I Endrin 7.7 % 4,4' DDD 8.7 % Endosulfan II 9.4 % I 4,4'-DDT 9.4 % Endrin Aldehyde 7.3 % Endosulfan Sulfate 13 % Chlordane * % I Toxaphene * % Methoxychlor * % INotes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 07/07/95 I ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: *1 iUNITS: % ND = not detected at detection limit I I I I 0 I I e I Page 109 TOXIKON CORP. REPORT Work Order It 95-06-128 Received: 06/30/95 Results by Sample 111 SAMPLE ID RPD LCS - SOIL FRACTION 24A TEST CODE 8100 NAME PAN IDate & Time Collected not specified Category QC IPOLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS I RESULT LIMIT NUMBER Naphthalene 1.1 % * 91-20-3 1-Methylnaphthalene 0.0 % * I 2-Methylnaphthalene 3.4 % Acenaphthylene 4.5 % * 208-96-8 Acenaphthene 2.2 % * 83-32-9 Fluorene 1.1 % * 86-73-7 I Phenanthrene Anthracene 2.4 % * 85-01-8 0.0 % * 120-12-7 Fluoranthene 9.7 % * 206-44-0 I Pyrene 5.4 % * 129-00-0 Benzo(a)anthracene * * 56-55-3 Chrysene 17 % * 218-01-9 I Benzo(b)ftuoranthene * * 205-99-2 Benzo(k)fluoranthene * * 207-08-9 Benzo(a)pyrene * * 50-32-8 Indeno(I,2,3-cd)pyrene * * 193-39-5 J°r Dibenz(a,h)anthracene * * 53-70-3 Benzo(g,h,i)perylene * * 191-24-2 INOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED 06/30/95 DATE RUN 07/03/95 ANALYST BF INSTRUMENT PE I UNITS % DILUTION 1 ND = NOT DETECTED AT DETECTION LIMIT I I I I 6 I 1 6i 6 Page 110 TOXIKOW CORP. REPORT Work Order it 95-06-128 IReceived: 06/30/95 Test Methodology TEST CODE 601602 NAME PURG. HALOCARBONS & AROMAT t EPA METHOD: 601/602 Volatile Halocarbons & Aromatic Compounds Reference: Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater. Appendix A. 40CFR Part 136. Federal Register Vol. 49, No. 209, 1984. TEST CODE 801020 NAME PLIRGEABLE HAL. & ARO. SOIL EPA Method : 8010 & 8020 Reference: Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA. TEST CODE 8080 NAME PESTICIDES/PCB EPA Method: 8080, Oganochlorine Pesticides and PCB's Reference: Test Methods for Evaulating Solid Waste: Physiccal/Chemical Methods. EPA SW-846 (Third Edition) November 1990. Office of Solid Waste, USEPA. TEST CODE 8100 NAME PAH EPA Method : 8100: Polynuclear Aromatic Hydrocarbons. Reference: Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW-846 (Third Edition) 1986. Office of Solid Waste, USEPA. TEST CODE 8140S NAME ORG. PHOS. PEST.-SOIL EPA METHOD: 8140, Organophosphorous Pesticides REFERENCE: Test Methods for Evaluating Solid Waste, Physical/Chemical Methods. SW 846, Third Edition TEST CODE 8140W NAME ORG. PHOS. PEST.-WATER EPA METHOD: 8140, Organophosphorous Pesticides REFERENCE: Test Methods for Evaluating Solid Waste, Physical/Chemical Methods. SW 846, Third Edition TEST CODE 8150S NAME CHLORINATED HERB.-SOIL EPA METHOD: 8150 Chlorinated Herbicides REFERENCE: Test Methods For Evacuating Solid Waste, Physical/Chemical. SW 846, Third Edition. 11/S I 6 0 Page 111 TOXIKON CORP. REPORT Work Order it 95-06-128 Received: 06/30/95 Test Methodology 1111 TEST CODE 8150W NAME CHLORINATED HERB. - WATER EPA METHOD: 8150 Chlorinated Herbicides REFERENCE: Test Methods for Evaluating Solid Waste, Physical/Chemical Methods. SW 846, Third Edition. I 1 I I I I I I I I 0 I6EL6 Izo ai Z D ' :1 :1 a ZCC [ i. IJ .. .0 o. 3 w. co 6 0 vJ LI e E N z .c a &'' g p w- �' v 1-13Y Q CO • o Ca 0 o `c - 1 = Q IHL 1 2 ,,,,., 2p >, ILN a r) i w v D Ce _ O E 5 Q ,-.7 X /�. �. 7` L1j �j 1j �j liJ di I oNj\ � � � ti, cc J H Sc W W W m CC ii. a. ri 2 p J J x a ~ w mm ~ Q 'S � in O Q - p � �] g y , ri ri v vi m r Cl- Ill . 0 Z a,.. r o in �� 5� `) a m CO LL LLf II z 3 z- ! D LLJ W J 0111 a) n >`,i• T y N rr+ `,- ,h 'ter ° CC X LY U ►1 'J Y, �\ a F �.f N r_� r , . S `fit G 3, ,3 Z V HCH Lii W lz mR. v O a 2 Q 2 a 2 �� a OZ �ti) rJ 1,1 -- m o f o r= �� h. Q L„ a h1 ^, a J ct) aui c c i) z _I 2 Li I . ' la \4 -1 -,*, L �? rn w rL L` h2 ; %a:. ti n' �' ri °° ago a v UJ W W cn -3:. -1.-: v :z_ Z e' --� 1 T Z 1' -r m 1 2 LL o� d 0 0 0 0 .-, oaf o 1n Oo z � � a Y `k<3 d o 4 U ¢ a a a a X any z iW 1.11li CC`. 2 . 1 . i 1 APPENDIX D 1 1 1 J 104# 6. . 1 ' APPENDIX D SOUTH FLORIDA WATER MANAGEMENT DISTRICT PRELIMINARY RISK ASSESSMENT REPORT QUESTIONNAIRE I. GENERAL INFORMATION ' A. NAME OF PROPERTY Hearn/Rex Properties, Tracts 001-007, 001-008, 001-009, 001-026 (Joyce P. Hearn, et al), and Tracts 001-018, 001-027,001-029 (Rex Properties, Ltd.). B. LEGAL DESCRIPTION OF PROPERTY The proposed acquisition area includes seven tracts of land(see Section I,A., above). The tracts ' are located in Sections 22,26,27,28, 33,and 35, Township 46 South, Range 28 East, Collier County, Florida. The acquisition area is situated north-northwest of Lake Trafford, on the eastern extent of Corkscrew Swamp. The proposed acquisition is part of the Corkscrew Regional Ecosystem Watershed(CREW) project. C. GENERAL DESCRIPTION/USE OF PROPERTY The predominant land use within the proposed acquisition area is cultivation of soft vegetables ' (pepper, cucumbers, squash, eggplant, tomatoes, etc.) and cantaloupe. Additionally, much of the land area is used as pasture land (i.e., cattle grazing). Other, less predominant, uses include crude oil production and two seasonal hunting camps, D. TOTAL ACREAGE OF LAND The seven tracts of land within the proposed acquisition area comprise an approximate total of 2393.61 acres. E. TYPE(S) OF ACCESS TO PROPERTY Access to the proposed acquisition area is restricted by fencing around the northern and eastern perimeter boundaries. A locked gate is present along the east boundary which provides access to an oil well lease site. The Corkscrew Swamp provides natural perimeter controls on the west and south boundaries of the acquisition area; however, no perimeter controls are known to be present in the Lake Trafford area, except where natural barriers are present. F. TOTAL NUMBER OF FEET ADJACENT TO PUBLIC ROADS There is approximately one mile of public road along the eastern and northern perimeter of ' Hunting Camp No. 1. The road runs through a rural residential area and can be accessed off of County Road 890. This road dead-ends at a locked gate, at which access can be gained to the oil well sites and remainder of the proposed acquisition area. There are no other public roads that are known to transect the proposed acquisition properties. G. ADJACENT BODIES OF WATER Lake Trafford lies to the south of Tracts 001-026 and 001-027 and to the southwest of Tract 001-029. The southeastern-most portion of Tract 001-027 borders directly on the northern shoreline of Lake Trafford. The southwestern-most corner of Tract 001-029 borders directly on the north-northeast shoreline of Lake Trafford. 1 J .J 16J 6 I H. BODIES OF WATER ON PROPERTY W The proposed acquisition area has some low-lying marsh areas that are filled with water during periods of high rainfall. Additionally, a network of drainage/irrigation canals dissects the farmed areas, most notably in Tracts 001-027 and 001-007, BUILDING STRUCTURES ON PROPERTY Building structures are located within Tracts 001-025, 001-027, and 001-029 of the proposed acquisition area. The structures in Tract 001-029 are associated with Hunting Camp No. 1 and include two house trailers, dog pen structures, and an abandoned wood-frame house/shed. The structures in Tract 001-026 are associated with Hunting Camp No. 2 and include one house trailer, four pole barns, two screened out-buildings, and one occupied wood-frame house. A • wood-fence cattle pen, two pole barns/sheds, and an outhouse are associated with the cattle dipping vat and maintenance area in Tract 001-027. IL PERIMETER PROTECTION A. DOES PUBLIC HAVE OPEN ACCESS? Barbed wire fencing was observed along the northern and eastern perimeter boundaries of the proposed acquisition area. Additionally, the Corkscrew Swamp provides natural perimeter controls on the western and southern perimeter boundaries. Overall, the proposed acquisition area is not directly accessible to the public. B. TYPES OF PERIMETER PROTECTION 1. ACCESS GATES A locked gate is present along the east boundary which provides access to the oil well lease sites and remainder of the proposed acquisition area. 2. FENCING: (TYPE/HEIGHT/LOCATION) Fencing appeared limited to the northern and eastern perimeter boundaries. The observed fencing generally consisted of five-strand barbed wire strung between wooden poles. 3. NATURAL BARRIERS(i.e. CANALS,TREES, ETC.) The Corkscrew Swamp is a natural barrier along the western and southern perimeter ' boundaries. Additionally, Lake Trafford serves as a natural barrier for those portions of tracts within immediate proximity to the lake (see Section 1, G.). Marshy areas and canal systems dissecting the proposed acquisition area also serve as natural barriers where Lpresent in proximity to perimeter boundaries. C. TYPES OF WARNING SIGNS(SPECIFIC LANGUAGE/LOCATION) A warning/no trespassing sign is posted at the locked gate located at the eastern perimeter boundary. No other warning/no trespassing signs were observed to be posted throughout the remainder of the site. D. TYPES OF SECURITY ON PREMISES No other types of security were observed. I 160 6 I RISK ANALYSIS A. ANY OPEN/OBVIOUS ENVIRONMENTAL HAZARDS? Noted areas of environmental concern included the following: 1. three active oil production wells (Tracts 001-007 and 001-018), 2. two hunting camp areas (Tracts 001-026 and 001-029), 3. two former pesticide staging areas (Tract 001-027), and 1 4. an abandoned cattle dipping vat and associated maintenance area(Tract 001-027). Open/obvious environmental hazards identified at the oil well sites included the presence of stockpiled petroleum-contaminated soil, leaking transfer lines and free-product lying on the ground, evidence of minor chemical spills from small ASTs labeled as containing Aquinox, and discarded debris including empty motor oil containers, anti-freeze containers, and tires. The ' Phase II Environmental Assessment revealed elevated TRPH concentrations in soil sampled at the three oil well sites. A landfill area was identified at the hunting camp located in Tract 001-029 (Hunting Camp No. 1); t however, the property leasee was in the process of having the area excavated and trash/debris removed. No obvious environmental concerns were identified at the hunting camp located in Tract 001-026(Hunting Camp No.2). 1 The two former pesticide staging areas and abandoned cattle dipping vat did not display obvious environmental hazards; however, potential environmental problems are inherent to these areas due to former land use practices (i.e., potential soil and/or groundwater contamination from the use of pesticides). Several old, rusted 55-gallon drums and other miscellaneous debris were observed at the maintenance area associated with the cattle vat. ' B. ANY HIDDEN/OBSTRUCTED ENVIRONMENTAL HAZARDS? Hidden/obstructed environmental hazards can potentially be associated with activities conducted at pesticide staging areas and those activities historically conducted at cattle dipping vats. The Phase li Environmental Assessment identified pesticide-related contamination of the soil and groundwater at the abandoned cattle dipping vat (i.e., elevated concentrations of arsenic and toxaphene). Some minor contamination of the groundwater by gasoline compounds was identified at the two pesticide staging areas; however, pesticide-related contamination was not identified in these areas. C. PAST USE OF PROPERTY Both current and past uses of the proposed acquisition area have included cultivation of soft vegetables (pepper, cucumbers, squash, eggplant, tomatoes, etc.) and cantaloupe in addition to use as pastureland (i.e., cattle grazing). Since the mid-1980s, a portion of the area within Tracts 001-037 and 001-018 has been used for crude oil production. Two seasonal hunting camps are present within the far eastern portion of the proposed acquisition area; however, their length of service is unknown. Prior to development of the land for the noted uses, much of the area was wooded and scrub uplands, swamp, or freshwater marshland. D. ADJACENT PROPERTY OWNERS (SPECIFIC INTENDED USE AND LOCATIONS IN RELATION TO PROPERTY) Adjacent properties include the Corkscrew Swamp, Lake Trafford, wooded and scrub uplands, and farmland and pastureland. E. ANY TYPE OF RECREATIONAL ACTIVITIES ON PREMISES? Recreational activities are limited to two onsite seasonal hunting camps (Tracts 001-026 and 001-029). While the hunting camps were observed to be operational, they were not in use during the site assessment. 6 1 IV. ADDITIONAL INFORMATION • A. IS PROPERTY OR ANY OF THE ADJACENT PROPERTIES, ON A FEDERAL, STATE, OR LOCAL LIST OF HAZARDOUS WASTE SITES? No. ' B. ARE THERE GROUNDWATER WELLS ON PROPERTY? IF YES, IDENTIFY LOCATION Water wells are present at the two hunting camps. Additionally, a working water well is present at the abandoned cattle dipping vat. A groundwater sample was collected from the well located at the cattle vat. The laboratory analysis identified the presence of arsenic (0.092 mg/L) in the well water that exceeds the primary drinking water standard (0.05 mg/L). C. IS GROUNDWATER IN THE AREA USED AS DRINKING WATER? It is not known if groundwater is obtained from the wells for drinking water purposes. ' D. ARE THERE NOW, OR HAS THERE EVER BEEN ANY UNDERGROUND STORAGE TANKS ON THE PROPERTY? IF YES, PLEASE IDENTIFY TANK CONTENTS. No, none were identified during the regulatory records search. ' E. ARE THERE NOW OR HAS THERE EVER BEEN ANY ABOVE GROUND STORAGE TANKS ON THE PROPERTY? IF YES, PLEASE IDENTIFY TANK CONTENTS. The regulatory records search did not indicate that aboveground storage tanks are or have been located within the proposed acquisition area; however, these records include only those tanks that are required to be registered(i.e.,those tanks having capacities of 550 gallons or greater). During the site reconnaissance, five portable canal pumps and their associated generators and diesel- OIL filled aboveground storage tanks were observed in several locations across the proposed acquisition area. These pumps are used for drainage/irrigation purposes associated with agricultural activities and can be moved from one location to another along the network of canals, as needed. Visual observations did not indicate that significant environmental impacts have occurred due to the presence of these portable canal pumps. The canal pump storage tanks are not required to be registered since their capacities are less than 550 gallons; therefore, the tanks ' were not identified during the regulatory records search. F. IS THE PROPERTY ADJACENT TO ANY FLOODPLAIN, WETLAND, SENSITIVE ECOLOGICAL AREA? Yes. The Corkscrew Swamp is immediately adjacent to the area's western and southern perimeter boundaries. Additionally, Lake Trafford lies to the south-southeast of the proposed acquisition area. 1 111.I I 1 QV) 1 6 D 6 1 1 1 1 1 1 1 APPENDIX E 16O6 h\A�4RG1ECftON .� Department of FLORIDA `° Environmental Protection Florida Geological Survey • Division of Technical Services Lawton Chiles Gunter Building • 903 W. Tennessee Street • Tallahassee, FL 32304-7700 Virginia B. Wetherell Governor Phone: (904) 487-2219 • Fax: (904) 488-8086 Secretary ' August 14, 1995 Ms. Sharon Latz gid- ; Ayres Associates ' 3901 Coconut Palm Dr. Suite 100 Tampa, FL 33619 ' Dear Ms. Latz: Enex Resources Surety For Permits 1170,1199 and 1201-A The Florida Geological Survey Oil & Gas Section currently has on file Letter of ' Credit No. S039251 in the amount of(ONE MILLION DOLLARS) 1,000,000 which serves as surety for the subject wells. In accordance with Section 62C-26.002 Florida Administrative Code, the owner or operator must provide such securities conditioned upon the owner or operator complying with all safety and environmental requirements of the Department and with the laws of the State of Florida. If you should have any questions concerning this matter please contact me at your convenience. Sincerely, ,z)-CH Don L. Hargrove, Engineer Oil & Gas Section 1 /dh ha .Ilr "Protect, Conserve and Manage Honda's Environment and Nature!Resources" Printed on recycled paper. Ci() 16u6 ______ ______________ I AVRES ASSOCIATES RECORD OF COMMUNICATION Project Name: H--e-ex-t--7t.,/ / V-7 . Location: Cd.- .e c, � . ` FL. ICommunications with: /t . '074-- I of: ri> - „-„- u;{U i ' . # / Fax: ( ) Location: c.rtl,,,�� -7 Phone: (946 330 - 234° 2- 1 1 Communication via: ( Telephone Conversation ( ) Discussions During Site Inspection I ( ) Office Visitation I Meeting at ( ) Other 1� .� Recorded by: J J of r` � 4-7)-r- , Iat: (time) C ' : 90 on (date) ! 7 1 'S IProject Number: 3o - D Z i Subject: ./ c�/f , cf 4t),ILL ISummary of Communication I � . 6 N6---v -a_4 - I tit-a A-te-s- -� tkt `2 trl-t- 10 j -U I I • - r a_ � If GOo1 GAO ,` -r,---)&.- I - - Follow up Required: When, With and by Whom: -- ! 6`-v-7/5/2-e---, -4 c.--,-4-- t , _ _ _1_151L-6_ z z a a w D O O 4 U Z c woof re co I— C t c • nt o r" u) O C to u, X IL) W W O z3ro e n h ° 0 r Z jI:H!z:' • Q X\X Z F.- r0 -.) 0 If '>k ,.. 0� g3 a •: w w w ;8 , . .. . > , . , . ,-,-,. 2 1.-i 2 F- \,‹. U n.i re 3 U > C yy.. ¢ > w V U > z - - tX 5-: fx u COu. a9 .1 J ? 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Q U t-_9a ti CL z CD ° 't r, d3 Z _I 2 u- •` rt (N} u ran Z ~ •-, _ �"1C Fi\ I0 a. 1 160 6 THIS PAGE INTENTIONALLY LEFT BLANK PHASE I MAY 2008 606 PHASE I ENVIRONMENTAL SITE ASSESSMENT PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA PREPARED FOR: CQ 67' �✓OLCHty Conservation Collier Land Acquisition Program 3301 East Tamiami Trail, Building W Naples, Florida 34112 PREPARED BY: Environmental Consulting & Technology, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers,Florida 33916 (239)277-0003 Fax: (239)277-1211 08-0384/0100 MAY 2008 1 6 0 6 ECT CONTENTS 1.0 SUMMARY 1 2.0 INTRODUCTION 2 2.1 Purpose 3 2.2 Detailed Scope of Services 3 2.3 Significant Assumptions 3 2.4 Limitations and Exceptions 4 2.5 Special Terms and Conditions 4 2.6 User Reliance 5 3.0 SITE DESCRIPTION 5 3.1 Location and Legal Description 5 3.2 Site and Vicinity General Characteristics 6 3.3 Current Use of the Property 6 3.4 Descriptions of Structures,Roads, and Other Improvements on the Site 6 3.4.1 General Description of Structures 6 3.4.2 Roads 7 3.4.3 Potable Water Supply 7 3.4.4 Sewage Disposal System 7 3.5 Current Uses of the Adjoining Properties 7 4.0 USER-PROVIDED INFORMATION 8 4.1 Title Records 8 4.2 Environmental Liens or Activity and Use Limitations 8 4.3 Specialized Knowledge 8 4.4 Commonly Known or Reasonably Ascertainable Information 9 4.5 Valuation Reduction for Environmental Issues 9 4.6 Owner,Property Manager, and Occupant Information 10 4.7 Reason for Performing Phase I 10 4.8 Other 10 5.0 RECORDS REVIEW 10 Pepper Ranch AAI-Phase I ESA Page i 1 6 t;" ierr 5.1 Standard Environmental Record Sources 12 5.1.1 Federal Environmental Record Sources 12 5.1.2 State Environmental Record Sources 14 5.2 Additional Environmental Record Sources 15 5.3 Physical Setting Source(s) 18 5.4 Historical Use Information on the Property 18 5.4.1 Topographic Maps 19 5.4.2 Aerial Photographs 19 5.4.3 Street Directories 21 5.4.4 Fire Insurance Maps 21 5.5 Historical Use Information on Adjoining Properties 21 5.5.1 Topographic Maps 21 5.5.2 Aerial Photographs 21 5.5.3 Street Directories 22 5.5.4 Fire Insurance Maps 22 ^ 6.0 SITE RECONNAISSANCE 22 6.1 Methodology and Limiting Conditions 22 6.2 General Site Setting 22 6.2.1 Current Use(s)of the Property 22 6.2.2 Past Use(s)of the Property 22 6.2.3 Current Uses of Adjoining Properties 23 6.2.4 Past Uses of Adjoining Properties 23 6.2.5 Current or Past Uses in the Surrounding Area 23 6.2.6 Geologic,Hydrogeologic,Hydrologic, and Topographic Conditions 23 6.3 Exterior Observations 24 6.3.1 Hazardous Substances and Petroleum Products in Connection with Identified Uses 24 6.3.2 Storage Tanks 25 6.3.3 Odors 26 6.3.4 Pools of Liquid 26 6.3.5 Drums 26 Page ii Pepper Ranch AAI-Phase I ESA 16d Li 6 "Cr 1 6.3.6 Hazardous Substance and Petroleum Products Containers (Not Necessarily in Connection with Identified Uses) 26 6.3.7 Unidentified Substance Containers 27 6.3.8 PCBs 27 6.3.9 Pits,Ponds, or Lagoons 27 6.3.10 Stained Soil or Pavement 27 6.3.11 Stressed Vegetation 28 6.3.12 Solid Waste 28 6.3.13 Wastewater 28 6.3.14 Wells 28 6.3.15 Septic Systems 28 6.4 Interior Observations 29 6.4.1 Heating/Cooling 29 6.4.2 Stains or Corrosion 29 6.4.3 Drains and Sumps 29 6.4.4 Hazardous Substances and Petroleum Products in Connection with Identified Uses 29 6.4.5 Storage Tanks 29 6.4.6 Odors 30 6.4.7 Pools of Liquid 30 6.4.8 Drums 30 6.4.9 Hazardous Substance and Petroleum Products Containers(Not Necessarily in Connection With Identified Uses) 30 6.4.10 Unidentified Substance Containers 30 6.4.11 PCBs 30 7.0 INTERVIEWS 31 7.1 Interviews with Site Contacts 31 7.2 Interviews with Local Government Officials 32 8.0 FINDINGS 32 8.1 Known or Suspect RECs 32 8.2 Historical RECs 32 8.3 De Minimis Conditions 33 Pepper Ranch AAI-Phase I ESA Page iii cr 160 6 9.0 OPINION 33 10.0 CONCLUSIONS 33 11.0 DEVIATIONS/DATA GAPS 34 12.0 ADDITIONAL SERVICES 35 13.0 REFERENCES 26 14.0 SIGNATURE(S)OF ENVIRONMENTAL PROFESSIONAL(S) 27 FIGURES 1 Topographic Map 2 1953 Aerial Photograph 3 1962 Aerial Photograph 4 1973 Aerial Photograph 5 1985 Aerial Photograph '~` 6 1993 Aerial Photograph 7 2006 Aerial Photograph APPENDICES A Historical Research Documentation B Site Photographs C Qualifications of Environmental Professional D Interview Documentation Page iv Pepper Ranch AAI-Phase I ESA /^� rJ 160 6 ECT 1.0 SUMMARY Environmental Consulting & Technology (ECT) has conducted a phase I environmental site assessment (ESA) of the Pepper Ranch property located in Immokalee, Collier County, Florida 34142 (subject property or subject site) in conformance with the scope and limitations of ASTM Practice E 1527-05 for phase I ESAs. The subject property consists of the following ten parcels: Property a:No site address Property b: No site address Property c: 100 Pepper Road Property d: 7025 Pepper Road Property e: 6685 Pepper Road Property f: 6505 Pepper Road Property g:No site address Property h: 6665 Pepper Road Property i: 6315 Pepper Road Property is No site address The subject property consists of approximately 2,500 acres of land which is currently utilized for sod farming, improved pasture, three oil production wells, and residential land use. There are fourteen structures located onsite including four houses (two dilapidated), one mobile home, four sheds(2 dilapidated),and five pole barns. The subject site was first developed prior to 1953 with small agricultural fields on properties a, e, and f. Two structures were observed along the northern end of the farm fields on properties e and f. A large cattle pen(location of former cattle-dipping vat)was visible on property d. A reported fishing camp and hunting camp were also observed on property i in the 1953 aerial photograph. By 1962, large portions of the site (property c and d) were developed with the current farm fields. The three oil production wells were evident in the 1993 aerial photograph. A previous phase I/II ESA was conducted on the subject property by Ayres Associates in 1995. The report indicated the presence of a former cattle-dipping vat with laboratory analytical results documenting exceedances for toxaphene and arsenic in the soil and groundwater. Elevated levels of total recoverable petroleum hydrocarbons (TRPH) were detected, in soil samples only, at each of the three oil production wells. Samples were also collected from three other areas of concern in the Ayres Associates report which included two pesticide staging areas and the former cattle-dipping vat maintenance area. No exceedances were reported for the sampled parameters in these three areas. A Pepper Ranch AAI-Phase I ESA Page 1 160 6 significant amount of solid waste was observed at a former hunting camp in the 1995 report. It was reported that the solid waste was actively being removed from the site in 1995. The Ayres Associates phase UII ESA recommended additional assessment activities at the former cattle-dipping vat and the three oil production well sites. ECT has performed a phase I ESA in conformance with the scope and limitations of ASTM Practice E 1527-05. Any exceptions to, or deletions from, this practice are described in Section 11 of this report. This assessment has revealed three recognized environmental conditions associated with the property. A former cattle-dipping vat,three oil production wells and a 500-gallon diesel AST were observed during the site inspection. Stained soils and stressed vegetation were noted at each oil well site. A regulatory file review at the Florida Department of Environmental Protection (FDEP) confirmed that several crude oil and saltwater (brine) spills have been documented at each oil well site. Stressed vegetation was also observed in the vicinity of a 500-gallon diesel AST located next to the cattle pen. A phase II ESA is recommended at this time to determine the presence of contamination at the three oil production well sites, the 500- gallon diesel AST, and the former cattle-dipping vat. 2.0 INTRODUCTION ECT has conducted a phase I ESA of the property located at the following addresses in Immokalee, Collier County,Florida(Figure 1): Property a: No site address Property b:No site address Property c: 100 Pepper Road Property d: 7025 Pepper Road Property e: 6685 Pepper Road Property f: 6505 Pepper Road Property a:No site address Property h: 6665 Pepper Road Property i: 6315 Pepper Road Property is No site address The subject property is currently utilized for sod farming, improved pasture, oil production and residential land uses. Large portions of the site remain undeveloped and covered with natural vegetation including several wetlands. The surrounding area is primarily undeveloped with the exception of some residential and agricultural land uses to the east and south. Page 2 Pepper Ranch AAI-Phase I ESA 0 1 6 6 kw; 2.1 Purpose The Client requested that ECT conduct a phase I ESA of the subject site. The objective of the phase I ESA is to identify recognized environmental conditions(RECs) in connection with the property, to the extent feasible pursuant to the processes prescribed in the ASTM E 1527-05 guidelines. The term "REC" as defined by ASTM is the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or the material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, ground water, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. This phase I ESA includes infatuation gathered from federal, state, and local agencies; personal interviews with people familiar with the subject property and surrounding properties; and a site visit conducted by ECT representatives. The report is intended to meet the due diligence requirements of ASTM E-1527-05. 2.2 Detailed Scope of Services The phase I ESA conducted by ECT included, but was not limited to, the following services: • a site visit of the subject property to look for evidence of the release(s) of hazardous materials and petroleum products and to assess the potential for onsite releases of hazardous materials and petroleum products; • drive-by observations of adjacent properties and the site vicinity; • interviews with people familiar with the subject site, as available; • review of regulatory agency file information; • review of historical documents,as available; and • preparation of a report presenting the phase I ESA findings including a summary of conclusions and recommendations. 2.3 Significant Assumptions The purpose of this phase I ESA is to provide appropriate inquiry into the previous use of the subject property consistent with good commercial and customary practice in an effort to minimize liability. ECT assumes that the information provided by Mr. Gene Hearn (property owner), the regulatory database electronic search report provider, and the regulatory agencies is true and reliable. (2)� Pepper Ranch AAI-Phase I ESA Page 3 1606 Ac; 2.4 Limitations and Exceptions The opinions and recommendations presented in this report are based upon the scope of services, information obtained through the performance of the services, and the schedule as agreed upon by ECT and the party for whom this report was originally prepared. This report is an instrument of professional service and was prepared in accordance with the generally accepted standards and level of skill and care under similar conditions and circumstances established by the environmental consulting industry. No representation, warranty,or guarantee, expressed or implied,is intended or given. To the extent that ECT relied upon any information prepared by other parties not under contract to ECT, ECT makes no representation as to the accuracy or completeness of such information. This report is expressly for the sole and exclusive use of the party for whom this report was originally prepared for a particular purpose. Only the party for whom this report was originally prepared and/or other specifically named parties have the right to make use of and rely upon this report. Reuse of this report or any portion thereof for other than its intended purpose, or if modified, or if used by third parties, shall be at the user's sole risk. The findings presented in this report apply solely to site conditions existing at the time when ECT's assessment was performed. It must be recognized, however, that an environmental site assessment is intended for the purpose of determining the potential for contamination through limited research and investigative activities and in no way represents a conclusive or complete site characterization. Conditions in other parts of the project site may vary from those at the locations where data were collected. ECT's ability to interpret investigation results is related to the availability of the data and the extent of the investigation activities. As such, 100 percent confidence in environmental site assessment conclusions cannot reasonably be achieved. ECT, therefore, does not provide any guarantees, certifications, or warranties that a property is free from environmental contamination. Furthermore, nothing contained in this document shall relieve any other party of its responsibility to abide by contract documents and applicable laws,codes,regulations, or standards. 2.5 Special Terms and Conditions The scope of work for this phase I ESA did not include testing of electrical equipment for the potential presence of polychlorinated biphenyls (PCBs) or the assessment of natural hazards such as naturally occurring asbestos or methane gas, assessment of the potential presence of radionuclides, or assessment of non-chemical hazards such as the potential for damage from earthquakes or floods. This phase I ESA also did not include an extensive assessment of the environmental compliance status of the subject property or of the businesses operating onsite, or a health-based risk assessment. /'•N Page 4 Pepper Ranch AAI-Phase I ESA 0 1606 Err 2.6 User Reliance This phase I ESA was conducted for the use of, and reliance by, Conservation Collier Land Acquisition Program, and may be relied upon only by this party. No use of the information contained in this report by others is permissible without receiving prior written authorization to do so from ECT. ECT is not responsible for independent conclusions, opinions, or recommendations made by others or otherwise based on the findings presented in this report. 3.0 SITE DESCRIPTION This section presents a general overview of the subject property, onsite improvements, and surrounding properties. 3.1 Location and Legal Description The subject site is located at the following addresses in Immokalee, Collier County, Florida 34142: Property a: No site address Property b: No site address Property c: 100 Pepper Road Property d: 7025 Pepper Road Property e: 6685 Pepper Road Property f: 6505 Pepper Road Property g: No site address Property h: 6665 Pepper Road Property is 6315 Pepper Road Property is No site address The subject property is approximately 2,500 acres in size and is developed with agricultural farm fields (sod), three oil production wells, improved pasture, and residential uses. There are numerous structures located onsite including four houses(two dilapidated), one mobile home,four sheds(2 dilapidated), and five pole barns. The Collier County Property Appraiser's Office information identifies the subject property under the following identification numbers. The owner is listed as Lake Trafford Ranch,LLLP. 4S0Pepper Ranch AAI-Phase I ESA Page 5 16 jeer Property a: Parcel No. 00052360002 Property b: Parcel No. 00052440003 Property c: Parcel No. 00042000002 Property d: Parcel No. 00052960004 Property e: Parcel No. 00052640007 Property f: Parcel No. 00052680009 Property 2: Parcel No. 00054040003 Property h: Parcel No. 00053920001 Property i: Parcel No. 00053840000 Property is Parcel No. 00053200006 3.2 Site and Vicinity General Characteristics The surrounding area is predominately undeveloped. The western adjacent property and a portion of the northern adjacent property are owned by the South Florida Water Management District (SFWMD) and is part of the Save Our Rivers Ecosystem Restoration Project. Lake Trafford is the dominant feature to the south of the property and borders a portion of the southeastern property boundary. Residential land use is located along the remaining southern boundary and on the eastern abutting properties. An oil production well is located on the southwestern adjacent property. A large citrus grove is active to the northeast of the site. 3.3 Current Use of the Property The subject property is currently utilized as improved pasture, sod farming, oil production, and residential use. Three oil production wells are located along the western portion of the property in Sections 28 &33,Township 46S, Range 28E(property c and j). Two single family homes are located in the southeastern corner of the property in Section 35, Township 46S, Range 28E (property i). Sod farming is currently underway in Sections 27 & 28, Township 46S, Range 28E (property c and d). Several structures are located onsite including four houses (two dilapidated), one mobile home, four sheds (2 dilapidated), and five pole barns. 3.4 Descriptions of Structures, Roads, and Other Improvements on the Site 3.4.1 General Description of Structures The single family homes are located on property i, in the southeastern corner of the site. Two separate one-story wood frame structures are located on the property. Mr. Gene Page 6 Pepper Ranch AAI-Phase I ESA61) 1606 EC Hearn stated that the homes were constructed in the early to mid 1960's. Two metal roofed pole-barns, one metal shed, and two dilapidated wood storage sheds are located in close proximity to the houses. An unoccupied mobile home that was reportedly used as a former hunting camp is located on property f. A large pole-barn is located to the east of the mobile home. Two structures with metal roofs and screen walls are also located in close proximity of the mobile home. A dilapidated house was observed to the southwest of the mobile home. One ramshackle wood framed house was noted on property e. The house was noticeably damaged from age and past weather conditions. A large cattle pen is located on property d. A pole-barn and squeeze chute was noted within the cattle pen. A small 6'x6' metal shed is located at oil well 1199-A. There were no other structures observed during the site inspection. 3.4.2 Roads Access to the property was obtained from Lake Trafford Road to the east of the subject site. Pepper Road transects the central portion of the property providing access to the western and southwestern sections of the site. 3.4.3 Potable Water Supply According to the site contact,potable water is supplied by private wells. Mr. Gene Hearn stated that there are several wells located throughout the property. He could only recall the location of three potable wells. One well was observed on property i, near the • residential houses. Two wells were observed on property f near the unoccupied mobile home and the dilapidated house. He stated that there could be a fourth potable well located in the vicinity of a former hunting camp on property i,but did not know the exact location of the well. 3.4.4 Sewage Disposal System To the best of Mr. Hearn's knowledge, there are five septic systems located onsite. Property i has three, two near the houses, and one reportedly at a former hunting camp. The mobile home and the dilapidated house on property e,each have a septic system. 3.5 Current Uses of the Adjoining Properties The current use of the adjoining properties is listed below: North: Undeveloped and citrus grove. South: Undeveloped,Lake Trafford,Lake Trafford Marina, and an oil production well. East: Undeveloped,residential, and SFWMD spoil site for Lake Trafford. CO Pepper Ranch AAI-Phase I ESA Page 7 160 6 Cc/ West: Undeveloped, Corkscrew Swamp. 4.0 USER-PROVIDED INFORMATION This section identifies information provided by the property owner to ECT. 4.1 Title Records No title records were provided to ECT by the Client or the property owner. 4.2 Environmental Liens or Activity and Use Limitations The site contact, Mr. Gene Hearn, one of the property owners, was asked the following questions as part of the assessment: • Are you aware of any environmental cleanup liens against the property that are filed or recorded under federal, tribal, state or local law? • Are you aware of any activity or land use limitations, such as engineering controls, land use restrictions or institutional controls that are in place at the site and/or have been filed or recorded in a registry under federal, tribal, state or local law? Mr. Gene Hearn responded no to both questions. 4.3 Specialized Knowledge Mr. Gene Hearn was asked the following questions as part of the assessment: • Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? • Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases?For example, as user, a) Do you know the past uses of the property? b) Do you know of specific chemicals that are present or once were present at the property? c) Do you know of spills or other chemical releases that have taken place at the property? d) Do you know of any environmental cleanups that have taken place at the property? Page 8 Pepper Ranch AAI-Phase I ESA 9�, J 1613 6 zar • Do you know of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the property? • Do you know of any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the property? • Do you know of any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products? Mr. Gene Hearn stated that he currently utilizes the property for improved pasture. Mr. Hearn's family has owned the property since the late 1920's. The current homestead area was a former fishing camp for Lake Trafford. He stated that a large portion of the property has historically been utilized for agricultural purposes. His family leased portions of the property solely for this purpose. Mr. Hearn stated that farming of small vegetables ceased onsite in the mid 1990's. Currently sod farming is underway on property d and c. He is unaware of any chemicals that were previously or currently used onsite for these agricultural activities. Mr.Hearn stated that a former cattle dipping vat is located on property d within the existing cattle pen area. He recently renovated the cattle pen and all evidence of the former cattle-dipping vat was removed at that time. To the best of Mr. Hearn's knowledge,he was not aware of any spills, chemical releases, or environmental cleanups on the subject property. He was not aware of any pending, threatened or past litigation or administrative proceedings relevant to hazardous substances or petroleum products from the property. 4.4 Commonly Known or Reasonably Ascertainable Information Mr. Gene Hearn was asked the following question as part of the assessment: • Based on your knowledge and experience related to the property, are there any obvious indicators that point to the presence or likely presence of contamination at the property? Mr. Gene Hearn stated that a former cattle dipping vat was located onsite within the current cattle pen on property d. He also stated that there are three oil production wells located on the western portion of the property. 4.5 Valuation Reduction for Environmental Issues Mr. Gene Hearn was asked whether the purchase price for this property reasonably reflects the fair market value of the property. Mr. Hearn responded that he is currently waiting on the appraisal price from Collier County. Pepper Ranch AAI-Phase I ESA Page 9 1 6 0 6 ECi 4.6 Owner, Property Manager, and Occupant Information Mr. Gene Hearn was the onsite contact identified to ECT. 4.7 Reason for Performing Phase I The reason for performing the phase I ESA is to assess the presence/absence of RECs in anticipation of acquiring the 2,500 acre property by the Conservation Collier Land Acquisition Program. 4.8 Other A phase I/II ESA, previously conducted by Ayres Associates in August 1995, was reviewed for the current investigation. The site was primarily utilized for agricultural purposes (soft vegetables and cantaloupe) and cattle grazing. Two hunting camps and three oil production wells were also located on the subject property. The investigation determined that RECs were associated with the subject property, including the presence of a former cattle-dipping vat, a maintenance area associated with the former cattle-dipping vat, two former pesticide staging areas, two hunting camps with notable volumes of solid waste, and three oil production wells. Soil and groundwater samples were obtained from the areas of concern in order to verify whether contamination was present at these locations. Laboratory analytical results confilined the presence of significant contamination at the former cattle- dipping vat and the three oil production well sites. The remaining sites did not exceed the current cleanup target levels (CTLs) of the sampled parameters, pursuant to Chapter 62-777 of Florida Administrative Code (F.A.C.). The phase I/II ESA report stated that groundwater and soil samples were collected from the former cattle-dipping vat area for analysis of EPA Method 8080 (organochloride pesticides) and EPA Method 7060 (Arsenic). Laboratory analysis confirmed an exceedance for arsenic in the groundwater ranging from 0.092 milligrams per liter (mg/L) to 11 mg/L. The soil analytical results indicated that arsenic was present at concentrations ranging from 0.899 milligrams per kilogram (mg/kg) to 112 mg/kg. The current CTLs for arsenic is 0.01 mg/L for groundwater and 2.1 mg/kg for soils. Toxaphene was also reported in the groundwater at concentrations ranging from 157 micrograms per a liter (µg/L) to 216 µg/L. The laboratory analysis indicated that toxaphene was at a concentration ranging from 56.4 mg/kg to 4,300 mg/kg in the soil samples. The current CTLs for toxaphene is 3 µg/L for groundwater and 0.9 mg/kg for soils. The phase I/II ESA report stated that groundwater samples were collected for analysis of EPA Method 9073 (TRPH) and soil samples were collected for analysis of EPA Method 418.1 (TRPH) from the three oil production well sites. The laboratory analytical report indicated the following: Page 10 Pepper Ranch AAI-Phase I ESA 1606 „ca Well ID Groundwater Soil Analytical Analytical Results Results(mg/kg) (mg/L) Well No. 1(1201A) ND 5.68 to 3,360 Well No.2(1170) ND 23 to 3,780 Well No.3(1199A) ND 506 to 13,700 TRPH CTLs 5 340 ND=Not detected. An organic vapor analyzer(OVA) was used to screen soil samples for the presence of organic vapors at the former cattle-dipping vat, the cattle dipping vat maintenance area, the two pesticide staging areas, and the three oil production wells. No organic vapors were detected at the former cattle-dipping vat. A small amount of organic vapors were detected at the cattle-dipping vat maintenance area (3 to 4 parts per million (ppm)). The pesticide staging areas did not indicate the presence of organic vapors during the screening process. One soil sample at Oil Well No.2 (1170) indicated the presence of organic vapors at 40 ppm. Oil Well No. 3 (1199A) had a result of 300 ppm in one of the soil samples. Soil and groundwater samples were collected and analyzed from the two pesticide staging areas for EPA Methods 8010(volatile organic halocarbons), 8020(volatile organic aromatic compounds, including methyl tert-butyl-ether (MTBE)), 8080(organochloride pesticides and polychlorinated biphenyls(PCBs)), 8100(polynuclear aromatic hydrocarbons), 8140(organophosphate pesticides), and 8150 (chlorinated herbicides). Several groundwater samples indicated the presence of toluene (1.07 µg/L to 5.55 230g/L), xylenes(1.26 tg/L to 3.66 ug/L), and MTBE (1.03 ttg/L to 4.01 µg/L). There were no exceedances reported in the laboratory analytical report for the sampled parameters. A significant amount of solid waste was reported in the Ayres Associates phase I/II ESA. The majority of the debris was located within the two hunting camps. During the August 1995 investigation, the solid waste observed during the site reconnaissance was actively being removed from the site. The phase I/II ESA did recommend additional assessment activities at the former cattle-dipping vat and the three oil production well sites in order to determine the vertical and horizontal extent of contamination. No further assessment at the two pesticide staging areas and the cattle-dipping vat maintenance area was recommended in the Ayres Associates report. Itt Pepper Ranch AAI-Phase I ESA Page 11 . 6 ECJ 5.0 RECORDS REVIEW The following section presents the results of a review of readily ascertainable federal and state regulatory agency files obtained through an electronic search of the records and a historical records review, including aerial photographs, topographic maps, Sanborn fire insurance maps, and city directories pertaining to the subject property, adjacent properties, and proximate properties. 5.1 Standard Environmental Record Sources Regulatory agency database information was obtained from FirstSearch Technology Corporation (FirstSearch), which maps and lists properties in federal and state environmental databases with existing conditions or status that may have the potential to affect the subject site. The report is provided as Appendix A. 5.1.1 Federal Environmental Record Sources The following federal databases were reviewed in accordance with the ASTM E 1527-05 requirements: 5.1.1.1 National Priorities List(NPL; 1.0 mile) The National Priorities List (NPL) is a subset of the Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS) and identifies over 1,200 sites for priority cleanup under the Superfund program. An NPL site must meet or surpass a predetermined hazard ranking system score, be chosen as a state's top priority site, or meet three specific criteria set jointly by the U.S. Department of Health and Human Services and the U.S. Environmental Protection Agency(EPA). Source: U.S. EPA. There are no listed NPL properties within 1.0 mile of the subject property. 5.1.1.2 Delisted NPL Site List(NPL; 1.0 mile) The Delisted NPL Site List includes properties that have been delisted from the NPL. There are no delisted NPL properties within 1.0 mile of the subject property. 5.1.1.3 Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS;0.5 mile) The CERCLIS database contains data on potentially hazardous waste sites that have been reported to EPA by states, municipalities, private companies, and private persons pursuant to the Comprehensive Environmental Response, Compensation, and Liability Act(CERCLA). The CERCLIS list includes sites that are either proposed for the NPL or Page 12 Pepper Ranch AAI-Phase I ESA 16136 Ayr in the screening and assessment phase for possible inclusion on the NPL. Source: U.S. EPA/National Technical Information Service(NTIS). There are no CERCLIS facilities listed within 0.5-mile of the subject property. 5.1.1.4 CERCLIS-No Further Remedial Action Planned(CERCLIS-NFRAP;0.25-mile) The CERCLIS-NFRAP database contains data on sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination was not serious enough to require federal Superfund action or NPL consideration. Source: U.S. EPA/National Technical Information Service(NTIS). There are no CERCLIS-NFRAP listed properties within 0.25 mile of the subject property. 5.1.1.5 Corrective Action Report(CORRACTS; 1.0 mile) The CORRACTS database identifies hazardous waste handlers with Resource Conservation and Recovery Act(RCRA)corrective action activity. Source: U.S. EPA. There are no CORRACTS listed facilities within a 1.0-mile radius of the subject property. 5.1.1.6 Resource Conservation and Recovery Act(RCRA) Treatment, Storage, and Disposal(TSD) Facilities(0.5-mile) The RCRA TSD Facilities database includes selected information on facilities that generate,transport, store,treat and/or dispose of hazardous waste,as defined by RCRA. There are no listed TSD properties within 0.5-mile of the subject property. 5.1.1.7 RCRA Generators Lists(Site and Adjoining Properties) RCRA large-quantity generators (LQG) are those facilities that generate at least 1,000 kilograms per month (kg/month) of non-acutely hazardous waste or meet other applicable RCRA requirements. Resource Conservation and Recovery Information System (RCRIS) small-quantity generators (SQG) generate between 100 and 1,000 kg/month of non-acutely hazardous waste or meet other applicable RCRA requirements. RCRIS conditionally exempt SQG generate less than 100 kg/month of non-acutely hazardous waste or meet other applicable RCRA requirements. The subject property and adjoining properties are not listed as a RCRA facility. 5.1.1.8 Federal Institutional Control/Engineering Control Registries(Site only) Federal institutional control and engineering control registries were requested in the database search. The subject property is not identified on either registry. Pepper Ranch AAI-Phase I ESA Page 13 160 6 5.1.1.9 Emergency Response Notification System (ERNS; Site Only) ERNS is a national database that records and stores information on reported releases of oil and hazardous substances. The database contains information on spill reports made to federal authorities including the U.S. EPA, U.S. Coast Guard,National Response Center, and Department of Transportation. The subject property is not listed on the ERNS database. 5.1.2 State Environmental Record Sources The following state databases were reviewed in accordance with the ASTM E 1527-05 requirements: 5.1.2.1 State-Equivalent CERCLIS Hazardous Waste Sites (SHWS/State Sites; 1.0 mile) The state Hazardous Waste database lists potential or confirmed hazardous substance release properties. There are no properties listed on this database within 1.0 mile of the subject property. 5.1.2.2 State-Equivalent SWF/LF, State Landfill(SWIS;0.5-mile) /"1 This database is an inventory of solid waste disposal facilities or landfills. These may be active or inactive facilities or open dumps that failed to meet RCRA Section 2004 criteria for solid waste landfills or disposal sites. There are no landfills or solid waste facilities listed within 0.5-mile of the subject property. 5.1.2.3 State Leaking Underground Storage Tank Database(LUST;0.5-mile) The LUST database is a list of reported leaking UST incidents. There are no LUST facilities listed within 0.5-mile of the subject property. 5.1.2.4 State Registered Underground Storage Tank(UST; Site and Adjoining Properties) This database contains listings for current UST and aboveground storage tank (AST) sites. The FirstSearch report indicates that the subject property is listed on the UST/AST database. Shaw Environmental and Infrastructure, located at 6400 Pepper Ranch, is not located on the subject property. This facility is located on an eastern adjacent property. An FDEP inspection conducted on October 10, 2006 confirmed the removal of the ASTs from the site. No evidence of contamination was present at that time. Page 14 Pepper Ranch AAI-Phase I ESA (40 1 6 0 BM" 5.1.2.5 State Institutional Control/Engineering Control Registries (Site Only) This database contains registry entries for institutional and engineering controls. There are no properties listed within 0.5 mile of the subject property. 5.1.2.6 State Voluntary Cleanup Sites(0.5-mile) This database contains listings for current voluntary cleanup sites. There are no properties listed within 0.5-mile of the subject site. 5.1.2.7 State and Tribal Brownfield Sites (0.5-mile) This database contains listings for current Brownfield sites. There are no properties listed within 0.5-mile of the subject site. 5.2 Additional Environmental Record Sources Additional database records were provided in the database search report. These are summarized in the database report, presented as Appendix A. The subject property was not identified in the databases. ECT contacted Mr. Paul Attwood with the FDEP Oil and Gas Section regarding the past and current regulatory status of the three oil production wells. The following tables list the regulatory findings for each oil well site. Table 1.Well 1201-A Section 28,Township 46S,Range 28E Date of Substance Amount Amount Spill Spilled Oil/SW Recovered Area Impacted Corrective Action (bbls) Oil/SW(bbls) 11-9-89 Crude Oil 160/0 130±/0 200'x50' located Vacuumed 130+ on limerock pad bbls of oil up and within dike area. covered the remaining oil with clean fill. 4-14-96 Crude Oil %2/0 '//0 6'x25' impacted Area covered with area around well clean fill. head. Pepper Ranch AAI-Phase I ESA Page 15 1606 kyr 7-3-97 Crude oil 6/5 0/0 10'x20' Excavated impacted & SW impacted area soil and mixed with within dike carbonate sand. limerock tank battery. 5-24-99 Crude oil 61/2/? 0/0 45'x10' of SW Area was covered & SW w/ 1" of crude with limerock, oil on limerock excavated and pad. removed from site on 2-12-00 (approximately 5 cubic yards). 1-27-05 SW 0/6.4 0/0.4 9'x7' area on 56 cubic yards was limerock pad. excavated and removed from the site. SW= Saltwater;bbls=barrels i''1 Table 2. Well 1170 Section 33,Township 46S,Range 28E Amount Amount Date of Substance Oil/SW Recovered Area Impacted Corrective Action Spill Spilled (bbls) Oil/SW (bbls) 8-27-98 SW 0/11 0/0 Area affected Repaired defective b/w the 4 equipment. storage tanks and within the tank battery dike. 10-5-98 Crude oil 8%2/1/2 0/0 Spill contained Excavation was completed & SW on limerock on 2/12/00. Approximately pad. 10 cubic yards was excavated and removed from the site. Some impacted soils were left to be dealt with at a later date, per the FDEP records. Page 16 Pepper Ranch AAI-Phase I ESA (H( 160 6 kyr 5-25-99 Crude oil 13.3/0 0/0 1800 ft2 was Excavated 40 cubic yards covered with and removed from site. 1/2" of crude oil on limerock pad. 9-20-00 Crude Oil 0.5/0 0.36/0 40'x10' area on Oil limerock was not limerock pad. excavated. Covered with clean limerock. 6-8-05 SW 0/2.6 0/0 34'x11' area Repaired faulty equipment sprayed with SW. 12-30-05 Crude Oil 2/0 0/0 45'x12' area Approximately 8 cubic yards sprayed with were excavated and crude oil on stockpiled onsite. limerock pad. SW= Saltwater;bbls=barrels Table 3. Well 1199-A Section 33,Township 46S,Range 28E Amount Amount Date of Substance Oil/SW Recovered Area Impacted Corrective Action Spill Spilled (bbls) Oil/SW (bbls) 6-7-98 Aquanox I/2 0 35'x35' Excavated 10 cubic yards. impacted on Stockpile remained onsite. limerock pad within dike area. 11-14-99 SW Trace/70 0/50± 1700 sq ft area SW vacuumed up and (— ±1/2" to 3" removed from site. deep of SW) within diked limerock pad. Pepper Ranch AAI-Phase I ESA Page 17 160 6 4-9-03 Crude oil 7/10 0/0 60'x30' Impacted area was & SW ('780sgft) was excavated. Approximately covered with 87 cubic yards was removed 1.46" of SW from site. and crude oil within the limerock pad. 3-25-06 SW 0/50 0/0 45'x18' and Vacuumed up SW and 10'x50' area removed from site. within the limerock pad. 4-10-06 SW 0/10 0/0.11 2600 sq ft —I/" None. deep on limerock pad. 12-31-02 Crude oil 3.5/0 3/0 Unknown. 13.2 cubic yard of soil was excavated and removed from site. 1-7-08 Crude oil Unknown Unknown Area impacted Area excavated and located on stockpiled onsite. i"1 limerock pad SW= Saltwater;bbls=barrels The most recent oil well inspection report was conducted on January 5, 2006. There were no violations reported for the three oil production wells. Mr. Attwood stated that the FDEP tries to complete an annual oil well inspection report; however, he makes routine visits to the sites several times a year. Previous violations for the three oil well sites included: not reporting oil spills immediately to the FDEP, failure to properly maintain equipment to prevent spills/releases, removing empty and unused equipment from the site, not properly cleaning up oil spills, and better housekeeping practices (disposing of 5-gallon buckets of oil properly). 5.3 Physical Setting Source(s) The U.S. Geological Survey (USGS) 7.5 minute Corkscrew and Immokalee, Florida quadrangle maps were reviewed. The subject property is at an elevation between 20 and 23 ft above mean sea level. 5.4 Historical Use Information on the Property To evaluate historical use of the property, ECT reviewed readily available topographic maps,aerial photographs, street directories, and fire insurance maps. Page 18 Pepper Ranch AAI-Phase I ESA 1606 Ze; 5.4.1 Topographic Maps ECT reviewed the USGS 7.5-minute series quadrangle maps of Corkscrew and Immokalee, Florida dated 1958 and photorevised in 1973 and 1987. The maps were retrieved from ECT files and the TerraServer website. There are a total of ten structures depicted onsite that are shown as developed prior to 1958. These structures are located in the areas that old houses were reported or observed being located onsite during the site inspection. The majority of the property appears to be located within the Corkscrew Swamp. Large agricultural fields with associated ditches are depicted as being developed before 1958;however,the fields were completed prior to the 1973 photorevisions. A trail is noted in the southwestern corner of the property headed north-south. The trail appears to connect to a light-duty road(Pepper Road) that transects the central portion of the site east-west. A second light-duty road is visible on property i running north-south. An excavated area(photorevised 1987) is noted in the southeastern corner of the property in the vicinity of the reported former hunting camp (property i). A copy of the map is provided as Figure 1. 5.4.2 Aerial Photographs A 1953 and 1962 historical aerial photograph were obtained from the University of Florida's online library. The Florida Department of Transportation provided historical aerial photographs for the years 1973, 1985, 1993, and 2006. The photographs were reviewed to identify former land uses onsite and in the vicinity of the subject property. The photographs consisted of low-altitude, black-and-white photographs. Brief descriptions of the subject property and vicinity, as observed in the aerial photographs, are presented below. Figures 2-7 are copies of the aerial photographs. 1953 Aerial Photograph The southeastern corner of the subject property (property i, e, and f) was developed into residential and agricultural uses prior to the 1953 aerial photograph. An area in the central portion along the eastern boundary of property i had been cleared and approximately three structures were present. A second cleared area located in the northwestern corner of property i is evident. Three structures (possibly more) are visible in this area. It is assumed to be the location of the reported fishing camp. A canal leading north, originating from Lake Trafford, is visible within property i. Two docks are also noted on Lake Trafford along property i's southern boundary. Two large agricultural fields are present on property e and f. One structure is located along the northern end of the farm field on property e, one structure is located on the northern end of the farm field on property f and a third structure is located along the northern boundary of property f. A large cattle pen (location of the former cattle-dipping vat) is evident on property d. Dirt trails are present throughout the entire property. It is assumed the trails are primarily from cattle migration. Pepper Ranch AAI-Phase I ESA Page 19 1606 4e.c,„ A disturbed area(possible former farm field)is located on property a. It did not appear to be actively utilized for agricultural purposes. Additional agricultural fields were present in the southeastern quarter of property c and on northern portions of property j. These fields did not appear to be active in the 1953 aerial photograph. The remainder of the site is undeveloped and covered with natural vegetation including several wetlands. 1962 Aerial Photograph Four structures are located in the central portion along the eastern boundary of property i. A depressional area is noted to the northwest of the structures. The depressional area (located in a former wetland)could possibly be a watering hole for cattle. A large square structure is visible in the location of the current residential house observed during the site inspection on property i. An additional structure is located on the northern end of the former farm field on property f. This location coincides with the dilapidated house observed during the site inspection. Property c, d, and the northeastern corner of property j have been developed into farm fields with associated ditch network. A square structure is located south of Pepper Road in the northeastern corner of the farm field on property c. 1973 Aerial Photograph One structure is remaining in the central portion along the eastern boundary of property i. Three vehicles are visible at this structure. Several (approximately four) structures are now present on the northern end of the farm field on property f. A small structure is visible within the cattle pen on property d. A second structure is located to the south of the cattle pen. Several watering holes for cattle are noted in the southwestern corner of the site on property j. The farm fields do not appear to be active; therefore it is assumed that the fields are used as improved pastures. 1985 Aerial Photograph Several structures(approximately four)are visible in the central portion along the eastern boundary of property i. This area appears very active with numerous cars and other unidentifiable objects in the vicinity. A structure (possibly mobile home) is present on the south side of Pepper Road in the northwestern corner of property i. Several cars (approximately seven) are scattered in the vicinity of the house on property f. The structure within the cattle pen has been removed and a structure south of the pen has been added. Additional areas of improved pasture appear to have been added in the southwestern corner of the property. The structure located on the south side of Pepper Road in the northeastern corner of the former farm field was no longer present. 1993 Aerial Photograph The 1993 aerial photograph, provided by the FDOT, did not cover the eastern edge of property i. ECT was unable to review this area on the aerial photograph. Three structures are noted along the northern boundary of property f. These structures coincide with the location of the mobile home, and pole-barns observed during the site investigation. The structures located south of the cattle pen appear to have been removed Page 20 Pepper Ranch AAI-Phase I ESA 160 prior to 1993. The farm fields on property d appear to be active. The three oil production wells located along the western property boundary are visible in the 1993 aerial photograph. The residential house located between property h and g is visible. 2006 Aerial Photograph The 2006 aerial photograph depicts the subject property as seen in the April 17, 2008 site investigation. There was no evidence of any structures remaining along the central portion of the eastern boundary of property i. The subject property appears to be utilized as improved pasture only, with the exception of the three oil production wells, the two remaining residential houses, and the mobile home(former hunting camp). 5.4.3 Street Directories City directories were not available for this rural area. 5.4.4 Fire Insurance Maps Sanborn fire insurance maps were requested through the FirstSearch database search. FirstSearch did not identify any fire insurance map coverage of the subject property. 5.5 Historical Use Information on Adjoining Properties To evaluate the historical use of the adjacent properties, ECT reviewed readily available topographic maps,aerial photographs, street directories, and fire insurance maps. 5.5.1 Topographic Maps A review of the available topographic map indicates that the adjacent roadways (Pepper Road and Lake Trafford) are depicted. A dredged area, corresponding with the adjacent Marina, is abutting the southeastern corner of the property. Lake Trafford is the dominant feature to the south, bordering a portion of the southeastern corner of the site. Corkscrew Swamp delineates the western and portions of the northern property boundaries. Big Hammock is abutting the southwestern corner of the site. A large citrus grove is depicted on the northeastern adjacent property. A copy of this map is provided as Figure 1. 5.5.2 Aerial Photographs The adjoining properties appear to be undeveloped in the 1953 aerial photographs. Lake Trafford is the dominant feature to the south of the site. Pepper Road is present along the eastern property boundary. Prior to 1962, agricultural fields were developed to the east of the site. A dredged canal is located in the southeastern corner of the property, coinciding with the current location of Lake Trafford Marina. By 1973, the roadway networks for the surrounding residential communities, to the east of the site, were Pepper Ranch AAI-Phase I ESA Page 21 fi 1606 £C present. A dirt road along the southern subject property boundary was constructed prior to 1985. The 1985 aerial photograph indicates the development of residential houses on the southern adjacent property. No significant changes were observed in the surrounding area in the 1993 aerial photograph. By 2006, the eastern adjacent property was being utilized for the Lake Trafford restoration project(dredge material). 5.5.3 Street Directories City directories were not available for this rural area. 5.5.4 Fire Insurance Maps Sanborn fire insurance maps were requested during the FirstSearch database search. FirstSearch did not identify any fire insurance map coverage of the area. 6.0 SITE RECONNAISSANCE On April 17, 2008, Ms. Jennifer Hubbard and Mr. Jason Coleman, of ECT, performed a reconnaissance-level assessment of the subject property to observe general site conditions and indications of the possible release(s) of chemicals to the subsurface. A walkover site inspection was conducted to identify visible evidence of recognized environmental t"1 conditions. Ms. Hubbard and Mr. Coleman were accompanied by Mr. Gene Hearn, property owner, during the site inspection. Photographs taken during ECT's site inspection are included in Appendix B. Ms. Hubbard's qualifications are included in Appendix C. 6.1 Methodology and Limiting Conditions ECT was provided full access to the property. The methodology for the site visit included observing the interior and exteriors of the subject property. 6.2 General Site Setting 6.2.1 Current Use(s) of the Property The subject property is currently utilized as improved pasture, sod farming, three oil production wells, and residential land uses. There are numerous structures located onsite including four houses(two dilapidated),one mobile home, four sheds(2 dilapidated), and five pole barns. 6.2.2 Past Use(s) of the Property The subject property has historically been utilized for agricultural purposes including farming of small vegetables and improved pasture which initiated prior to 1952. Page 22 Pepper Ranch AAI-Phase I ESA 160 6 C According to Mr. Gene Hearn, the homestead area was once a fishing camp. The first oil production well (well 1170) was drilled in early 1985. The remaining two wells (well 1201-A and 1199-A)were completed in 1986. 6.2.3 Current Uses of Adjoining Properties The subject property is located within an area of agricultural and residential land uses. Corkscrew Swamp abuts the western and portions of the northern property boundaries. Lake Trafford is the dominant feature to the south. Residential land uses are scattered along portions of the southern and eastern property boundaries. Lake Trafford Marina abuts the southeastern corner of the site. A large citrus grove is located to the northeast of the site. 6.2.4 Past Uses of Adjoining Properties Based on aerial photographs and historical topographic maps, the western and portions of the northern adjoining properties have never been developed and are part of Corkscrew Swamp. The eastern adjacent properties have been utilized for either agricultural or residential purposes. The southern properties were undeveloped until the introduction of large residential tracts in mid 1980's. 6.2.5 Current or Past Uses in the Surrounding Area Based on aerial photographs and historical topographic maps, the surrounding properties appear to have been either undeveloped or agriculturally and residentially developed. 6.2.6 Geologic, Hydrogeologic, Hydrologic, and Topographic Conditions Based on surface topography as interpreted from the USGS topographic maps, regional shallow ground water in the site area is anticipated to flow south toward Lake Trafford. Western Collier County lies on the eastern margin of a huge depositional feature known as the Gulf of Mexico Sedimentary Basin,in the Southern Province,which is dominated by carbonate sedimentary rocks. The South Florida Shelf,the major subsurface structural feature in the region,is of Cretaceous age and extends from Charlotte County to the north southeastward to Key Largo in Monroe County. The shelf passes under Collier County at a depth of approximately 8,500 feet. The stratigraphy underlying the subject property is predominantly a sand,clay and limestone sequence. The formations include:Undifferentiated Pleistocene sand and shell,the Pliocene Tamiami Foy enation,and the Middle Miocene Hawthorn Group. The undifferentiated Pleistocene sediments consist of fine to medium grained quartz sand with varying percentages of shell. The Tamiami Formation,also considered to be part of the surficial aquifer system,contains sandy and biogenic limestone with variable induration and cement types. It is very fossiliferous(echinoids,corals,bryozoans,mollusks and Pepper Ranch AAI-Phase I ESA Page 23 1606 foraminifera)and contains lime muds. Upper beds often occur as dense authigenic limestone(cap rock). Underlying the Tamiami Formation,at a depth of approximately 120 feet,are the Miocene Coarse Clastics of the upper Hawthorn Group,also considered to be part of the surficial aquifer system. These are very coarse to granule sized quartz sediments, usually well rounded and frosted. The clastics,approximately 40 feet thick,are often clayey and grade into and intermix with underlying beds. The Upper Hawthorn Confining Zone, approximately 30 feet thick,is mostly composed of low permeability,phosphatic,clayey dolosilts and sands. The zone separates the surficial aquifer system from the underlying Sandstone Aquifer,made up of sandy limestone,sandstones,sandy dolomites,and calcareous sands. The aquifer thins to the south and is less than 20 feet thick beneath the subject property. Beneath the Sandstone Aquifer lies the Lower Carbonate Sequence of the Hawthorn Group,also known as the Mid-Hawthorn Aquifer,at approximately 320 ft below land surface. 6.3 Exterior Observations The following items were looked for, or identification was attempted, as indicated in the ASTM standard. 6.3.1 Hazardous Substances and Petroleum Products in Connection with Identified Uses The presence of hazardous substances or petroleum products in connection with the subject property was investigated. Three oil production wells are located in the western portion of the site (property c and j) in Sections 28 and 33, Township 46S, Range 28E. Oil production commenced onsite with the completion of well 1170 in 1985. wells 1199- A and 1201-A followed in 1986. A fourth well, well 853, did not produce oil and was abandoned as a dry hole. No evidence of well 853 was observed during the site reconnaissance. During the site visit, well 1201-A was shut-in and only wells 1170 and 1199-A were actively producing crude oil. The following observations were noted at each oil well site: • Four 400 barrel (bbl) capacity steel storage tanks (three for crude oil and one for saltwater(brine)); • One 6'-diameter x 27'/2'-tall heater treater(oil water separator); • Pump jack with base on 32'x10'x2' concrete pad; • Waukesha pump engine(2 at well 1201-A); • Well head and associated piping; • Approximately 55-gallon plastic/steel drum containing demulsifier(DM0675); • Oil loading pump; • 1000-gallon propane tank(wells 1170 and 1199-A only); • 6'x6' metal shed for spill equipment(well 1199-A only); Page 24 Pepper Ranch AAI-Phase I ESA 6 6 cC? Well 1201-A Well 1201-A was shut-in at the time of the site inspection. Thirty-seven (37) 55-gallon drums of demulsifier were observed on the northern end of the limerock pad. The top of two of the 55-gallon drums were corroded, exposing the contents of the drums to the environment. There were no signs of stressed vegetation in the vicinity of the demulsifier drums. A 5-gallon bucket half-full with an unknown liquid and black shavings was observed tipped over next to the pump jack pad. An opened 5-gallon bucket half-full with crude oil was located near the tank battery. Well 1170 Well 1170 is currently producing crude oil. An approximately 10'x5' area of recently worked soil was observed adjacent to the pump jack pad beneath the Waukesha pump engine. It is evident that clean fill had been placed in this area. Motor oil was observed on the ground next to the pump jack pad. Four unopened 1-gallon containers of antifreeze and three 1-gallon containers of motor oil were located next to the pump engine. A 5-gallon bucket 3/ full of crude oil and saturated absorbent pads were in the vicinity of the tank battery. The absorbent pads were hanging over a metal staircase, dripping oil onto the ground. Well 1199-A Six 1-gallon containers of new motor oil were observed beneath the pump engine. Significant staining was observed on the side of one of the 400 bbl crude oil storage tank. A large area had been excavated around the tank battery and along the associated pipe run from the heater treater. One of the 400 bbl storage tanks is no longer in use and the bottom of the tank is open. Stained absorbent pads were observed inside the open tank. Property i An approximately 150-gallon plastic tank was observed on property i. Four 5-gallon plastic containers of gasoline were also observed on property i. Mr. Gene Hearn stated that the plastic tank is used during control burns for water and the gasoline is used for lawn equipment and to refuel a swamp buggy. Items observed in a dilapidated shed included numerous empty gasoline containers, 4 tires, one quart of zinc chromate primer, 1-gallon container of gasoline filler, and 16 quarts of aviation oil. Mr. Hearn stated that the aviation oil was probably for airboats when the property was used as a fishing camp. 6.3.2 Storage Tanks ASTs, USTs or vent pipes, fill pipes, or access ways indicating USTs were looked for during the site visit. Each oil production well site contained four 400 bbl storage tanks (three for crude oil and one for saltwater), a 1,000-gallon propane tank (well 1170 and 1199-A), and a heater treater tank(oil/water separator). Pepper Ranch AAI-Phase I ESA Page 25 0 1 6 0 EC An approximately 100-gallon AST (empty) was observed on property f(former hunting camp). The AST was closed and laying on its side. The AST appeared to have been dumped at this location. No evidence of stained soils or stressed vegetation was observed in the vicinity of the AST. An approximately 500-gallon diesel AST was observed adjacent to the cattle pen on property d. The AST was on bare ground at the time of the site inspection. No stained soils were observed in the vicinity of the AST, however stressed vegetation was evident. Mr. Gene Hearn stated that the AST is usually located on a trailer. The AST is in good condition, however, the AST is stained near the dispenser indicating a possible diesel release. Two batteries are located on the ground adjacent to the AST's. The batteries provide power for the diesel dispenser. Two 3-gallon gasoline containers were noted within the cattle pen. Mr. Hearn stated that they are used for the weed eaters to maintain the cattle pen area. 6.3.3 Odors The subject site was checked for strong, pungent, or noxious odors and their sources during the site visit. No readily noticeable strong, pungent, or noxious odors were encountered. 6.3.4 Pools of Liquid Standing surface water and pools or sumps containing liquids likely to contain hazardous substances or petroleum products were looked for during the site visit. Pools of motor oil were observed on the concrete pads and on the ground beneath the pump engines at wells 1170 and 1199-A. 6.3.5 Drums Storage drums were looked for during the site visit. Thirty-seven(37) 55-gallon drums of demulsifier were observed on the northern end of the limerock pad at well 1201-A. Well 1170 had two 55-gallon drums of demulsifier located at the corner of the pump jack pad. One of the drums appeared to have been previously leaking prior to the site inspection. Two additional 55-gallon drums (assumed empty) were noted near the heater treater at well 1170. 6.3.6 Hazardous Substances and Petroleum Products Containers (Not Necessarily in Connection with Identified Uses) Hazardous substances and petroleum products containers were looked for during the site visit. No other hazardous substances and petroleum products were encountered with the exception of the items listed in sections 6.3.1, 6.3.2, 6.3.4, 6.3.5, and 6.3.7. Page 26 Pepper Ranch AAI-Phase I ESA D 1606 Ear 6.3.7 Unidentified Substance Containers Open or damaged containers containing unidentified substances suspected of being hazardous substances or petroleum products were looked for during the site visit. A 3- gallon container of what appeared to be motor oil, a 3-gallon container of Journey pesticide (empty), and a 3-gallon container of an unknown substance was observed on property f(former hunting camp). These containers were located on a flat bed trailer. No signs of staining or stressed vegetation were observed in the vicinity of the containers. 6.3.8 PCBs Electrical or hydraulic equipment known to contain PCBs or likely to contain PCBs were looked for during the site visit. As indicated in the ASTM standard, fluorescent light ballasts (which may or may not be present onsite) were not evaluated. Mr. Gene Hearn stated that he believes there are 5 electrical transformers throughout the property. Three are located on property i and two are on property f. ECT observed a total of four pole- mounted transformers, known to contain PCBs or likely to contain PCBs, throughout the property during the site inspection. Three of the four transformers contained a blue label affixed to the side indicating no PCB within the dielectric fluid. The remaining transformer did not have a visible label. The four transformers appeared in good condition with no evidence of leaks. 6.3.9 Pits, Ponds, or Lagoons Pits, ponds, or lagoons on the property were looked for during the site visit. Pits, ponds, or lagoons on properties adjoining the property were looked for to the extent they were visually and/or physically observable from the subject site. No pits, ponds or lagoons were observed onsite. 6.3.10 Stained Soil or Pavement Areas of stained soil or pavement were looked for during the site visit. Stained soils and stained concrete was observed at each of the oil well sites. The pump jack pads and the ground adjacent to the concrete pads were stained black. A significant amount of staining was located beneath the pump engines. Wells 1170 and 1199-A indicated soil impacts (soil staining) from motor oil originating from the pump engine. Motor oil was observed pooling beneath the pump engines and on the ground beside the concrete pad. Evidence of these areas being previously excavated and filled with clean fill was apparent at the time of the site inspection. It was evident that an attempt was being made to contain the motor oil on the concrete pad by using absorbent pads. Stockpiles of soil (assumed both petroleum impacted and clean fill) at wells 1170 and 1199-A were observed on the limerock pad. Minor staining was observed on the concrete slab beneath the pole-barn on property i, near the residential houses. Pepper Ranch AAI-Phase I ESA Page 27 1606 6 cCT 6.3.11 Stressed Vegetation Areas of stressed vegetation (from other than insufficient watering) were looked for during the site visit. Stressed vegetation was observed at each of the oil well sites. The impacted vegetation was localized around the pump jack bases, the well heads, the pipe runs, the tank battery, the heater treater at well 1199-A, and around the oil loading pumps. It was apparent during the site inspection that areas adjacent to the tank battery and the pipe runs had been recently excavated and replaced with fresh soil at well 1170 and 1199-A. Stressed vegetation was also observed neat the 500-gallon diesel AST next to the cattle pen. 6.3.12 Solid Waste Areas that are apparently filled or graded by non-natural causes (or filled by fill of unknown origin) suggesting trash construction debris, demolition debris, or other solid waste disposal, or mounds or depressions suggesting trash or other solid waste disposal were looked for during the site visit. No such areas were observed during this investigation. It was reported in the previous 1995 Ayres Associates Phase I/II ESA that a significant amount of solid waste was observed at the two hunting camps. Mr. Gene Hearn stated that the reported solid waste has been removed from the site. 6.3.13 Wastewater Wastewater or other liquids (including storm water) or any discharge into a drain, ditch, underground injection system, or stream on or adjacent to the subject site were looked for during the site visit. Wastewater was not observed discharging into any drains or underground injection systems. 6.3.14 Wells Wells, including dry wells, irrigation wells, injection wells, monitoring wells, abandoned wells, or other wells,were looked for during the site visit. Mr. Gene Hearn stated that he recalls there being approximately eight irrigation wells and three potable wells onsite. He stated that only one potable well is in use. The other wells are not in use; however, they have not been properly abandoned. ECT observed three potable wells during the site inspection (one on property i, e and f). During the regulatory file review, Mr. Paul Attwood with the FDEP, stated that it was common practice for each oil production well to have at least two potable wells which were used during the construction phase of the oil wells. Mr. Attwood stated that well 1201-A has two potable wells remaining and well 1170 has one potable well. ECT did not observe the wells during the site inspection. The status/existence of these wells are unknown at this time. 6.3.15 Septic Systems Indications of onsite septic systems or cesspools were looked for during the site visit. Mr. Gene Hearn stated that he believes there are five septic systems located on the Page 28 Pepper Ranch AAI-Phase I ESA 1 6 0 6 Ecr subject property. Three are located on property i, and two are located on property f. ECT observed three of the septic systems during the site inspection (two at the residential houses on property i and one at the mobile home on property f). There was no stressed vegetation or foul odors emanating from the drain fields. The remaining two septic systems(property i and f)were not observed due to dense vegetation and ground cover. 6.4 Interior Observations The following items were looked for, or identification was attempted, as indicated in the ASTM standard. 6.4.1 Heating/Cooling The means of heating and cooling the buildings on the property, including the fuel source for heating and cooling, was attempted to be identified during the site visit. Based on visual observations, the two houses and mobile home are heated and cooled by electrical heating,ventilating,and air conditioning units. 6.4.2 Stains or Corrosion Areas of stains or corrosion of floors, walls, or ceilings were looked for during the site visit. ECT did not observe the interior of the residential houses. No areas of significant staining or corrosion (other than aging)were observed in the remaining structures during this investigation. 6.4.3 Drains and Sumps Floor drains and sumps were looked for during the site visit. ECT did not observe the interior of the residential houses. No floor drains or sumps were observed in the remaining structures during the investigation. 6.4.4 Hazardous Substances and Petroleum Products in Connection with Identified Uses The presence of hazardous substances or petroleum products was investigated. A 5- gallon paint container was noted inside the metal shed on property i. Several empty gasoline containers were also observed inside a dilapidated shed on property i. Mr. Gene Hearn stated that the shed is used for storage and that the gasoline containers are not used. No evidence of mismanagement was observed. 6.4.5 Storage Tanks ASTs, USTs or vent pipes, fill pipes or access ways indicating USTs were looked for during the site visit. ECT did not observe the interior of the residential houses. No ASTs, Pepper Ranch AAI-Phase I ESA Page 29 160 6 „e USTs, vent pipes, fill pipes, or access ways were observed inside the remaining structures. 6.4.6 Odors ECT representatives checked for strong, pungent, or noxious odors and their sources during the site visit. ECT did not observe the interior of the residential structures. No noticeable strong, pungent, or noxious odors were encountered inside any of the remaining structures. 6.4.7 Pools of Liquid Standing surface water and pools or sumps containing liquids likely to contain hazardous substances or petroleum products were looked for during the site visit. ECT did not observe the interior of the residential structures. No standing surface water, pools, or sumps were observed. 6.4.8 Drums Storage drums were looked for during the site visit. ECT did not observe the interior of the residential structures. No storage drums were observed inside the remaining structures. 6.4.9 Hazardous Substances and Petroleum Products Containers (Not Necessarily in Connection With Identified Uses) Hazardous substances and petroleum products containers were looked for during the site visit. ECT did not observe the interior of the residential structures. No hazardous substances containers were observed. 6.4.10 Unidentified Substance Containers Open or damaged containers containing unidentified substances suspected of being hazardous substances or petroleum products were looked for during the site visit. No open or damaged containers containing unidentified substances suspected of being hazardous substances or petroleum products hazardous substance and petroleum products containers were identified during the investigation. ECT did not observe the interior of the residential structures. 6.4.11 PCBs Electrical or hydraulic equipment known to contain PCBs or likely to contain PCBs was looked for during the site visit. As indicated in the ASTM standard, fluorescent light ballasts (which may or may not be present onsite) were not evaluated. ECT did not observe the interior of the residential structures. No electrical or hydraulic equipment Page 30 Pepper Ranch AAI-Phase I ESA iouo Ems; known to contain PCBs or likely to contain PCBs were identified inside the remaining structures during this investigation. 7.0 INTERVIEWS 7.1 Interviews with Site Contacts Prior to completion of the phase I environmental site assessment, ECT interviewed Mr. Gene Hearn. Mr. Hearn was asked if he knew whether any of the documents below exist and, if so, whether copies would be provided: • Environmental site assessment reports • Environmental audit reports • Environmental permits(for example, solid waste disposal permits,hazardous waste disposal permits,wastewater permits,National Pollutant Discharge Elimination System permits,underground injection permits) • Registrations for USTs and ASTs • Registrations for underground injection systems • Material safety data sheets • Community right-to-know plan • Safety plans;preparedness and prevention plans; spill prevention, countermeasure, and control plans; etc. • Reports regarding hydrogeologic conditions on the property or surrounding area • Notices or other correspondence from any government agency relating to past or current violations of environmental laws with respect to the property or relating to environmental liens encumbering the property • Hazardous waste generator notices or reports • Risk assessments • Recorded Activity Use Limitations Mr. Hearn stated that he was not aware of any additional environmental site assessments with the exception of the 1995 Ayres Associate Phase I/II ESA. Mr. Hearn was not aware of any current environmental permits. He did not have any of the remaining above requested information. Mr. Hearn was asked to answer the following questions as part of the assessment: n Pepper Ranch AAI-Phase I ESA Page 31 1 6 0 6 Ec; • Do you know of any pending,threatened,or past litigation relevant to hazardous substances or petroleum products in, on, or from the property? • Do you know of any pending,threatened,or past administrative proceedings relevant to hazardous substances or petroleum products in, on,or from the property? • Do you know of any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products? Mr. Heanr answered no to the above questions. 7.2 Interviews with Local Government Officials Mr. Paul Attwood, with the FDEP, stated that the current owner of the three oil production wells, Peninsular Oil Corporation, is currently filing bankruptcy. According to Mr. Attwood, the wells are checked on a daily basis by Mr. Rob Massey. The permits for the onsite wells have recently been renewed and will expire on January 31, 2011. Mr. Attwood stated that well 1201-A was shut-in sometime near the end of 2004. 8.0 FINDINGS This section identifies known or suspect RECs, historical RECs, and de minimis conditions discovered during the phase I ESA investigations. 8.1 Known or Suspect RECs Two areas of confirmed RECs were identified during this phase I ESA. A former cattle- dipping vat and three oil production wells are located onsite. A previous phase I/II ESA conducted by Ayres Associates in 1995 confirmed elevated levels of toxaphene (56.4 mg/kg to 4,300 mg/kg) and arsenic (0.899 mg/kg to 112 mg/kg) in the soils at the former cattle-dipping vat location. Groundwater was also impacted with elevated levels of toxaphene (157 µg/L to 216 µg/L) and arsenic (0.092 mg/L to 11 mg/L). The current CTLs for toxaphene is 3 µg/L for groundwater and 0.9 mg/kg for soils. The current CTLs for arsenic is 0.01 mg/L for groundwater and 2.1 mg/kg for soils. The Ayres Associates report also indicated that the three oil production wells had elevated levels of TRPH (13.8 mg/kg to 13,700 mg/kg) in the soils. TRPH was not detected in the groundwater samples during the 1995 investigation. The current CTL for TRPH in soils is 340 mg/kg. The Ayres Associates 1995 phase I/II ESA also investigated two pesticide staging areas, two former hunting camps, and the cattle-dipping vat maintenance area. Laboratory analytical results (for tested parameters) and field measurements did not detect excessively contaminated soil or groundwater in the two pesticide staging areas and the cattle-dipping vat maintenance area. A significant amount of solid waste was noted in Page 32 Pepper Ranch AAI-Phase I ESA ioU Err the Ayres Associates report at the one of the former hunting camps(central portion along eastern boundary of property i). The Ayres Associates report indicated that the debris was being removed from the site at the time of their investigation. An approximately 500-gallon diesel AST was observed adjacent to the cattle pen. Mr. Gene Hearn stated that the AST is usually mounted on a flat bed trailer; however, the AST was resting on the bare ground at the time of the site inspection. Areas of stressed vegetation were observed in the vicinity of the AST. Staining was also observed on the AST sidewalls originating from the dispenser mounted on top of the AST. An approximately 100-gallon AST (empty) was observed in the woods on property f. The AST appeared to have been dumped at this location; therefore, ECT is unable to determine the purpose of the AST. No evidence of a discharge was observed near the AST. Mr. Gene Hearn did not know what the AST had previously been used for. 8.2 Historical RECs The presence of a former cattle-dipping vat and three oil production wells were identified during this site investigation as historical RECs. A large portion of the property was previously utilized for farming of small vegetables. Farming activities ceased approximately 13 years ago. The 1995 Ayres Associates report sampled two pesticide staging areas in relation to the farming activities. The laboratory analytical results did not detect exceedances in the tested parameters. 8.3 De Minimis Conditions One de minimis condition exists with the reported presence of a significant amount of solid waste at one of the former hunting camps documented in the 1995 Ayres Associates phase VII ESA. Mr. Gene Hearn confirmed that he believed all the solid waste previously located at the hunting camp has been removed from the site. 9.0 OPINION This section presents the environmental professional's opinion(s) of the impact on the property of conditions identified in the findings section. There are three recognized environmental conditions associated with the past and current use of the subject property. A former cattle-dipping vat, a 500-gallon diesel AST, and three oil production wells are located on the subject property. The regulatory file review indicated that multiple crude oil and saltwater (brine) spills have occurred at each oil production well site. The previous Ayres Associates phase VII ESA, determined that elevated levels of TRPH in the soils were detected at each of the well sites; however,chlorides were not analyzed at that time. Mr. Paul Attwood, with the FDEP, stated that the water that is separated from the crude oil reaches chloride levels at Pepper Ranch AAI-Phase I ESA Page 33 160 6 'Cr 150,000 mg/L to 160,000 mg/L. The current secondary drinking water standard for chlorides is 250 mg/L,per Chapter 62-550 of Florida Administrative Code(F.A.C.). Due to the documented saltwater spills, it is possible that there are also elevated levels of chlorides in the groundwater at each of the oil production well sites. The previous Ayres Associates report did not sample for used motor oil parameters at the oil well sites. During the site inspection, used motor oil was observed on the ground, adjacent to the pump jack pad, beneath the pump engines at well 1170 and 1199-A. It was evident that used motor oil has impacted the soils adjacent to the pump jack pad. Mr. Attwood stated that it has been approximately 4 or 5 years since he has addressed the used motor oil issue at the well sites. Due to the observations (stained soils and pooled motor oil) made during the site inspection, it is possible that there are soil and groundwater impacts from the pump engines. A former cattle-dipping vat was reported in the Ayres Associates phase I/II ESA. Elevated levels of toxaphene and arsenic were documented in close proximity to the cattle-dipping vat. Mr. Gene Hearn stated that the vat was removed a few years ago when he renovated the cattle pen. ECT did not observe the vat during the site inspection; however,Mr. Hearn provided the general area where the vat was previously located. The analytical results reported in the previous phase I/II ESA indicated exceedances for toxaphene and arsenic in both soil and groundwater. A 500-gallon diesel AST was observed on bare ground next to the cattle pen. Mr. Hearn stated that the AST is usually located on a flat bed trailer. Stressed vegetation was noted in close proximity of the AST indicating a release had occurred. The AST was in good condition with the exception of visible staining on the sides from the dispenser. A phase II ESA is recommended at this time to determine the presence of contamination at the former cattle-dipping vat, the 500-gallon diesel AST, and the three oil production well sites. 10.0 CONCLUSIONS ECT has performed a phase I ESA in conformance with the scope and limitations of ASTM Practice E 1527 of the Pepper Ranch property located in sections 22, 26, 27, 28, 33, and 35, Township 46S, Range 28E in Immokalee, Collier County, Florida. Any exceptions to, or deletions from,this practice are described in Section 11 of this report. A phase II ESA investigation is recommended at this time to confirm the presence of contamination at the former cattle-dipping vat, the three oil production wells, and the 500-gallon AST next to the cattle pen. 11.0 DEVIATIONS/DATA GAPS The following deviations from the ASTM practice were identified: Page 34 Pepper Ranch AAI-Phase I ESA 1606 cC? • The recently-enacted All Appropriate Inquiry standard and ASTM practice indicates that the Tribal equivalent of the CERCLIS, Solid Waste Facilities/Landfill (SWF/LF), Institutional Control/Engineering Controls, Voluntary Cleanup, LUST and Brownfields databases be searched. It is the understanding of ECT that these databases are not available for the State of Florida. Given that all other databases searched did not identify the subject site, the impact of this deviation is considered negligible with regard to identifying RECs. 12.0 ADDITIONAL SERVICES The following additional services were not provided as part of the scope for conducting this phase I ESA: Radon assessment; Health and safety; Lead-based paint; Ecological resources; Lead in drinking water; Endangered species; Wetlands; Indoor air quality; Regulated compliance; Asbestos; Cultural and historic resources; Biological agents; and Industrial hygiene; Mold. Pepper Ranch AAI-Phase I ESA Page 35 1 6 0 Ea 13.0 REFERENCES FirstSearch Technology Corporation Environmental Database Report, Pepper Ranch, Immokalee,Florida, 34142.April 16,2008. FirstSearch. 2008. Sanborn Map Report, Pepper Ranch, Immokalee, Florida, 34142. April 16,2008. Collier County Property Appraisers Website. 2008. Property Card. April 16,2008. Knapp,Michael S.,Wm. Scott Burns,and Timothy S. Sharp,Preliminary Assessment of the Groundwater Resources of Western Collier County,Florida,Technical Publication#86-1,South Florida Water Management District, 1986 U.S. Geological Survey, 7.5 Minute Series Topographic Map, 1973. Immokalee and Corkscrew,Florida. University of Florida's Website, State University System of Florida. 2008. Aerial Photographs. April 16, 2008. Florida Department of Transportation. 2008. Aerial Photographs Requested. April 16, 2008. Florida Department of Environmental Protection. 2295 Victoria Avenue, Suite 179. Fort Myers,Florida. Regulatory file review. Page 36 Pepper Ranch AAI-Phase I ESA 1606 kV% 14M SIGNATURE(S) OF ENVIRONMENTAL PROFESSIONAL(S) The environmental assessment described herein was conducted by the undersigned employees of ECT. ECT's investigation consisted solely of the activities described in the Introduction of this report, and in accordance with the Terms and Conditions of the Standard Consulting Services Agreement signed prior to initiation of the assessment, as applicable. I declare that, to the best of my professional knowledge and belief, I meet the definition of environmental professional as defined in §312.10 of 40 C.F.R. 312. I,have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 C.F.R. Part 312. Report Prepared By: Vur f Jennifer Hubbard, CFEA Senior Associate Scientist Report Reviewed and Approved By: L.Duane Dungan,P.G. Principal Geologist 411. Pepper Ranch AAI-Phase I ESA Page 37 1606 ....... 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Y 7 1 q 3' b t 3 1----;.'1> Q 5 P 1 6 0 6 APPENDIX A FirstSearch Database Search Report 160 6 FirstSearch Technology Corporation Environmental FirstSearch',' Report Target Property: IMMOKALEE FL 34142 Job Number: 0803840100 PREPARED FOR: Environmental Consulting and Technology 4100 Center Pointe Drive Fort Myers FL 33916 04-16-08 FIRST, , . .. gt1� Tel: (407) 265-8900 Fax: (407) 265-8904 Environmental FirstSearch is a registered trademark of FirstSearch Technology Corporation.All rights reserved. 16U6 Environmental FirstSearch Search Summary Report Target Site: IMMOKALEE FL 34142 FirstSearch Summary Database Sel Updated Radius Site 1/8 1/4 1/2 1/2> ZIP TOTALS NPL Y 02-08-08 1.00 0 0 0 0 0 0 0 NPL Delisted Y 02-08-08 0.50 0 0 0 0 - 0 0 CERCLIS Y 02-08-08 0.50 0 0 0 0 - 0 0 NFRAP Y 02-08-08 0.50 0 0 0 0 - 0 0 RCRA COR ACT Y 04-01-08 1.00 0 0 0 0 0 0 0 RCRA TSD Y 04-01-08 0.50 0 0 0 0 - 0 0 RCRA GEN Y 04-01-08 0.25 0 0 0 - - 1 1 Federal IC/EC Y 02-08-08 0.50 0 0 0 0 - 0 0 ERNS Y 12-31-07 0.25 0 0 0 - - 6 6 Tribal Lands Y 12-01-05 1.00 0 0 0 0 0 0 0 State/Tribal Sites Y 01-22-08 1.00 0 0 0 0 0 0 0 State Spills 90 Y 01-03-08 0.25 0 0 0 - - 1 1 State/Tribal SWL Y 03-26-08 0.50 0 0 0 0 - 0 0 State/Tribal LUST Y 01-03-08 0.50 0 0 0 0 - 0 0 State/Tribal UST/AST Y 01-03-08 0.25 1 0 0 - - 7 8 State/Tribal EC Y 02-04-08 0.50 0 0 0 0 - 0 0 State/Tribal IC Y 02-04-08 0.25 0 0 0 - - 0 0 State/Tribal VCP Y NA 0.50 0 0 0 0 - 0 0 State/Tribal Brownfields Y 02-04-08 0.50 0 0 0 0 - 0 0 State Other Y 02-05-08 0.25 0 0 0 - - 0 0 FI Map Coverage Y 02-12-07 0.12 0 0 - - - 0 0 -TOTALS- 1 0 0 0 0 15 16 Notice of Disclaimer Due to the limitations, constraints, inaccuracies and incompleteness of government information and computer mapping data currently available to FirstSearch Technology Corp.,certain conventions have been utilized in preparing the locations of all federal, state and local agency sites residing in FirstSearch Technology Corp.'s databases.All EPA NPL and state landfill sites are depicted by a rectangle approximating their location and size.The boundaries of the rectangles represent the eastern and western most longitudes;the northern and southern most latitudes.As such,the mapped areas may exceed the actual areas and do not represent the actual boundaries of these properties.All other sites are depicted by a point representing their approximate address location and make no attempt to represent the actual areas of the associated property.Actual boundaries and locations of individual properties can be found in the files residing at the agency responsible for such information. Waiver of Liability Although FirstSearch Technology Corp.uses its best efforts to research the actual location of each site,FirstSearch Technology Corp.does not and can not warrant the accuracy of these sites with regard to exact location and size.All authorized users of FirstSearch Technology Corp.'s services proceeding are signifying an understanding of FirstSearch Technology Corp.'s searching and mapping conventions,and agree to waive any and all liability claims associated with search and map results showing incomplete and or inaccurate site locations. 1 60 6 Environmental FirstSearch Site Information Report Request Date: 04-16-08 Search Type: AREA Requestor Name: ect/jhubbard/vm 4.05 sq mile(s) Standard: AAI Job Number: 0803840100 Target Site: IMMOKALEE FL 34142 Demographics Sites: 16 Non-Geocoded: 15 Population: NA Radon: NA Site Location Degrees (Decimal) Degrees (Min/Sec) UTMs Longitude: -81.505779 -81:30:21 Easting: 449572.184 Latitude: 26.441461 26:26:29 Northing: 2924508.782 Zone: 17 Comment Comment: Additional Requests/Services Adjacent ZIP Codes: 0 Mile(s) Services: ZIP Code City Name ST Dist/Dir Sel Requested? Date Sanborns No Aerial Photographs No Historical Topos No City Directories No Title Search/Env Liens No Municipal Reports No Online Topos No 0 , , 6 0 6 1 Environmental FirstSearch ,..... Sites Summary Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 TOTAL: 16 GEOCODED: 1 NON GEOCODED: 15 SELECTED: 2 Map ID DB Type Site Name/ID/Status Address Dist/Dir Page No. ERNS SUNNILAND PIPELINE CO. NON GC 3 118498/UNKNOWN IMMOKALEE FL 34142 UST PACIFIC TOMATO GROWERS 10800 CR 846 NON GC 4 269808836/OPEN IMMOKALEE FL 34142 RCRAGN HENDRY CORRECTIONAL INSTITUTION 12551 WAINWRIGHT DR NON GC 5 FLR000061986/VGN IMMOKALEE FL 34142 UST MY OIL INC 211 E MARKET RD NON GC 6 119804153/OPEN IMMOKALEE FL 34142 UST WESTCHESTER GROUP-TRI CAMPBELL FAR 28405 IMMOKALEE RD NON GC 7 I19808596/ABANDONED IMMOKALEE FL 34142 UST SOUTH FL WATER MGMT DISTR-C-43 RES 4605 CONGEN DR NON GC 8 269046354/OPEN LABELLE FL 34142 UST RINKER MATERIALS-AVE MARIA 4811 AVE MARIA BLVD NON GC 11 119807822/OPEN AVE MARIA FL 34142 1 UST SHAW ENVIRONMENTAL and INFRASTRUCT 6400 PEPPER RD 0.00-- 1 119807205/CLOSED IMMOKALEE FL 34142 /'"'N ERNS UNKNOWN CORNER OF STATE ROAD 846 an NON GC 12 104173/UNKNOWN IMMOKALEE FL 34142 UST ALICO CORK SCREW GROVE STATION 2 CR 850 and HWY 80 NON GC 13 119804928/OPEN IMMOKALEE FL 34142 ERNS PENN TANKLINES INC GARGULIO FARMS CITY RD 858 NON GC 14 550115/HIGHWAY RELATED IMMOKALEE FL 34142 UST MA COM 1-75 E X609 1-75 REST AREA MILE MARKER NON GC 15 119806265/OPEN IMMOKALEE FL 34142 ERNS SUNNILAND PIPELINE INC. OFF OF FRUIT FLY ROAD(DIRT NON GC 16 173771/PIPELINE RELATED IMMOKALEE FL 34142 ERNS JACK M.BERRY,INC. P.O.BOX 459 HWY 80 6 MILES NON GC 17 326858 LABELLE FL 34142 ERNS SECTION 11,T 49S,R 34E NON GC 18 118483/UNKNOWN IMMOKALEE FL 34142 SPILLS SILVER STRAND GROVE-NORTH STATE HWY 29 N NON GC 19 119101880/OPEN IMMOKALEE FL 34142 0 16136 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 1 DIST/DIR: 0.00-- MAP ID: 1 NAME: SHAW ENVIRONMENTAL and INFRASTRUCTURE REV: 1/3/08 ADDRESS: 6400 PEPPER RD IDI: 119807205 IMMOKALEE FL 34142 ID2: 9807205.00 COLLIER STATUS: CLOSED CONTACT: DAVID RAMINEH PHONE: (305)818-2621 SITE INFORMATION TOTAL NUMBER OF TANKS: 2 FACILITY TYPE: C-FUEL USER/NON-RETAIL DEP CO: N TANK INFORMATION TANK ID: 1 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-MAR-2005 STAT DATE: 01-MAR-2005 TK STAT: U-IN SERVICE CAPACITY(GAL): 10000 CONTENT: D-VEHICULAR DIESEL PLACE: ABOVEGROUND TYPE: C-FUEL USER/NON-RETAIL TANK ID: 2 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-MAR-2005 STAT DATE: 01-MAR-2005 TK STAT: U-IN SERVICE CAPACITY(GAL): 2000 CONTENT: D-VEHICULAR DIESEL PLACE: ABOVEGROUND TYPE: C-FUEL USER/NON-RETAIL 1 C-STEEL 1 I-DOUBLE WALL 1 M-SPILL CONTAINMENT BUCKET 1 P-LEVEL GAUGES/ALARMS 2 C-STEEL 2 I-DOUBLE WALL 2 M-SPILL CONTAINMENT BUCKET 2 P-LEVEL GAUGES/ALARMS PIPING INFORMATION TANK ID: DESCRIPTION: 1 A-ABV,NO SOIL CONTACT 1 B-STEEL/GALVANIZED METAL 1 P-INTERNAL PIPE/INTERNAL SUMP RISER 2 A-ABV,NO SOIL CONTACT 2 B-STEEL/GALVANIZED METAL 2 P-INTERNAL PIPE/INTERNAL SUMP RISER -Continued on next page- Site Details Page-1 160 6 Environmental FirstSearch /'N Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 1 DIST/DIR: 0.00-- MAP ID: NAME: SHAW ENVIRONMENTAL and INFRASTRUCTURE REV: 1/3/08 ADDRESS: 6400 PEPPER RD ID!: 119807205 IMMOKALEE FL 34142 ID2: 9807205.00 COLLIER STATUS: CLOSED CONTACT: DAVID RAMINEH PHONE: (305)818-2621 MONITORING INFORMATION TANK ID: DESCRIPTION: 1 F-MONITOR DBL WALL TANK SPACE 1 Q-VISUAL INSPECTION OF ASTS 2 F-MONITOR DBL WALL TANK SPACE 2 Q-VISUAL INSPECTION OF ASTS tmIN Cqn Site Details Page-2 16D 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 ERNS SEARCH ID: 5 DIST/DIR: NON GC MAP ID: NAME: SUNNILAND PIPELINE CO. REV: ADDRESS: IDI: 118498 IMMOKALEE FL 34142 ID2: COLLIER STATUS: UNKNOWN CONTACT: PHONE: CERCLIS(YIN): MAT: CRUDE OIL QUANT: 0 UNKNOWN LOCATION: CITY: REPORTED: 08-16-89 SOURCE: UNKNOWN MEDIUM: WATER CALLER OBSERVED MATERIAL LEAKING FROM PIPELINE. CAUSE: UNKNOWN ACT: NONE. BY: 0 Site Details Page-3 1 6 0 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 13 DIST/DIR: NON GC MAP ID: NAME: PACIFIC TOMATO GROWERS REV: 1/3/08 ADDRESS: 10800 CR 846 ID!: 269808836 IMMOKALEE FL 34142 ID2: 9808836.00 HENDRY STATUS: OPEN CONTACT: DAVE BACEK PHONE: (813)722-3291 SITE INFORMATION TOTAL NUMBER OF TANKS: 2 FACILITY TYPE: M-AGRICULTURAL DEP CO: N TANK INFORMATION TANK ID: 1 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-JAN-2007 STAT DATE: 01-JAN-2007 TK STAT: U-IN SERVICE CAPACITY(GAL): 15000 CONTENT: D-VEHICULAR DIESEL PLACE: ABOVEGROUND TYPE: M-AGRICULTURAL TANK ID: 2 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-JAN-2007 STAT DATE: 01-JAN-2007 TK STAT: U-IN SERVICE CAPACITY(GAL): 5000 CONTENT: B-UNLEADED GAS PLACE: ABOVEGROUND TYPE: M-AGRICULTURAL 1 C-STEEL 2 C-STEEL PIPING INFORMATION TANK ID: DESCRIPTION: 1 A-ABV,NO SOIL CONTACT 2 A-ABV,NO SOIL CONTACT MONITORING INFORMATION TANK ID: DESCRIPTION: 1 F-MONITOR DBL WALL TANK SPACE 2 F-MONITOR DBL WALL TANK SPACE Site Details Page-4 1 6 0 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 RCRAGN SEARCH ID: 2 DIST/DIR: NON GC MAP ID: NAME: HENDRY CORRECTIONAL INSTITUTION REV: 11/09/03 ADDRESS: 12551 WAINWRIGHT DR ID1: FLR000061986 IMMOKALEE FL 34142 ID2: COLLIER STATUS: VGN CONTACT: BRIAN HENDRICKSON PHONE: 9416573654 SITE INFORMATION UNIVERSE TYPE: CEG-CONDITIONALLY EXEMPT SMALL QUANTITY GENERATORS:GENERATES LESS THAN 100 KG/MONTH OF HAZARDOUS WASTE SIC INFORMATION: 9223-PUBLIC ADMIN.-CORRECTIONAL INSTITUTIONS 9223-PUBLIC ADMIN.-CORRECTIONAL INSTITUTIONS ENFORCEMENT INFORMATION: AGENCY: S-STATE DATE: 31-OCT-00 ""'"N TYPE: 312-DEP SHORT FORM CONSENT ORDER AGENCY: S-STATE DATE: 31-JAN-00 TYPE: 115-DEP MEETING AGENCY: S-STATE DATE: 13-JAN-00 TYPE: 125-DEP WARNING LETTER VIOLATION INFORMATION: VIOLATION NUMBER: 0001 RESPONSIBLE: S-STATE DETERMINED: 16-DEC-99 DETERMINED BY: S-STATE CITATION: 40 CFR279.22(C)(1) RESOLVED: 31-OCT-00 TYPE: UOS VIOLATION NUMBER: 0002 RESPONSIBLE: S-STATE DETERMINED: 16-DEC-99 DETERMINED BY: S-STATE CITATION: F.S.376.302 RESOLVED: 31-OCT-00 TYPE: TWD-TRANSPORTER HAZARDOUS WASTE DISCHARGES VIOLATION NUMBER: 0003 RESPONSIBLE: S-STATE DETERMINED: 16-DEC-99 DETERMINED BY: S-STATE CITATION: 40 CFR 262.11 RESOLVED: 31-OCT-00 TYPE: GGR-GENERATOR GENERAL REQUIREMENTS VIOLATION NUMBER: 0004 RESPONSIBLE: S-STATE DETERMINED: 16-DEC-99 DETERMINED BY: S-STATE CITATION: FAC 62-737.300(5) RESOLVED: 31-OCT-00 TYPE: GOR-GENERATOR OTHER REQUIREMENTS /—\ (3) Site Details Page-5 160 Environmental FirstSearch /1" Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 12 DIST/DIR: NON GC MAP ID: NAME: MY OIL INC REV: 11/6/01 ADDRESS: 211E MARKET RD IDI: 119804153 IMMOKALEE FL 34142 ID2: 9804153.00 COLLIER STATUS: OPEN CONTACT: MARIA YZAGUIRRE PHONE: 941-657-3276 SITE INFORMATION TOTAL NUMBER OF TANKS: 2 FACILITY TYPE: D-BULK PRODUCT FACILITY/INLAND DEP CO: N OWNER INFORMATION RPID: 52144 NAME: MY OIL INC PO BOX 330 IMMOKALEE FL 34142 P, TANK INFORMATION TANK ID: 1 STATUS: OPEN TYPE: D-BULK PRODUCT FACILITY/INLAND DEP CO: N TVI: TANK CAPACITY(GAL): 12000 PLACE: ABOVEGROUND CONTENT: D-VEHICULAR DIESEL INSTALLED: 01-AUG-2001 TK STAT: U-IN SERVICE STAT DATE: 01-AUG-2001 TANK ID: 2 STATUS: OPEN TYPE: D-BULK PRODUCT FACILITY/INLAND DEP CO: N TVI: TANK CAPACITY(GAL): 12000 PLACE: ABOVEGROUND CONTENT: D-VEHICULAR DIESEL INSTALLED: 01-AUG-2001 TK STAT: U-IN SERVICE STAT DATE: 01-AUG-2001 Site Details Page-6 1606 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 16 DIST/DIR: NON GC MAP ID: NAME: WESTCHESTER GROUP-TRI CAMPBELL FARMS REV: 1/3/08 ADDRESS: 28405 IMMOKALEE RD ID1: 119808596 IMMOKALEE FL 34142 ID2: 9808596.00 COLLIER STATUS: ABANDONED CONTACT: MURRY WISE,JOANNA MARTIN OR JOE BUBON PHONE: (217)352-6000 SITE INFORMATION TOTAL NUMBER OF TANKS: 1 FACILITY TYPE: M-AGRICULTURAL DEP CO: N TANK INFORMATION TANK ID: 1 STATUS: ABANDONED TVI: TANK DEP CO: N INSTALLED: 01-JUL-1992 STAT DATE: 01-OCT-2006 TK STAT: F-UNMAINTAINED /-\CAPACITY(GAL): 8000 CONTENT: Y-UNKNOWN/NOT REPORTED PLACE: ABOVEGROUND TYPE: M-AGRICULTURAL 1 C-STEEL PIPING INFORMATION TANK ID: DESCRIPTION: I A-ABV,NO SOIL CONTACT 1 B-STEEL/GALVANIZED METAL 1 I-SUCTION PIPING SYSTEM MONITORING INFORMATION TANK ID: DESCRIPTION: 1 Q-VISUAL INSPECTION OF ASTS O Site Details Page- 7 1606 6 Environmental FirstSearch n Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 15 DIST/DIR: NON GC MAP ID: NAME: SOUTH FL WATER MGMT DISTR-C-43 RESERVE REV: 1/3/08 ADDRESS: 4605 CONGEN DR ID1: 269046354 LA BELLE FL 33920 ID2: 9046354.00 HENDRY STATUS: OPEN CONTACT: JEFFREY A SMITH PHONE: (561)682-2516 SITE INFORMATION TOTAL NUMBER OF TANKS: 6 FACILITY TYPE: G-STATE GOVERNMENT DEP CO: N TANK INFORMATION TANK ID: 8105 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-JAN-1996 STAT DATE: 01-JAN-1996 TK STAT: U-IN SERVICE CAPACITY(GAL): 1000 CONTENT: O-NEW/LUBE OIL PLACE: ABOVEGROUND TYPE: G-STATE GOVERNMENT TANK ID: 8106 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-JAN-1996 STAT DATE: 01-JAN-1996 TK STAT: U-IN SERVICE CAPACITY(GAL): 1000 CONTENT: O-NEW/LUBE OIL PLACE: ABOVEGROUND TYPE: G-STATE GOVERNMENT TANK ID: Dl STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-MAR-1990 STAT DATE: TK STAT: U-IN SERVICE CAPACITY(GAL): 15000 CONTENT: D-VEHICULAR DIESEL PLACE: ABOVEGROUND TYPE: G-STATE GOVERNMENT TANK ID: D2 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-MAR-1990 STAT DATE: TK STAT: U-IN SERVICE �� CAPACITY(GAL): 15000 CONTENT: D-VEHICULAR DIESEL PLACE: ABOVEGROUND -Continued on next page- Site Details Page-8 0 160 6 i Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 15 DIST/DIR: NON GC MAP ID: NAME: SOUTH FL WATER MGMT DISTR-C-43 RESERVE REV: 1/3/08 ADDRESS: 4605 CONGEN DR IDI: 269046354 LA BELLE FL 33920 ID2: 9046354.00 HENDRY STATUS: OPEN CONTACT: JEFFREY A SMITH PHONE: (561)682-2516 TYPE: G-STATE GOVERNMENT TANK ID: PW 1 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-MAR-1990 STAT DATE: TK STAT: U-IN SERVICE CAPACITY(GAL): 15000 CONTENT: B-UNLEADED GAS PLACE: ABOVEGROUND TYPE: G-STATE GOVERNMENT TANK ID: SP2 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-MAR-1990 STAT DATE: r� TK STAT: U-IN SERVICE CAPACITY(GAL): 10000 CONTENT: O-NEW/LUBE OIL PLACE: ABOVEGROUND TYPE: G-STATE GOVERNMENT 8105 C-STEEL 8106 C-STEEL Dl A-BALL CHECK VALVE D 1 E-FIBERGLASS D1 K-AST CONTAINMENT D2 A-BALL CHECK VALVE D2 E-FIBERGLASS D2 K-AST CONTAINMENT PW1 A-BALL CHECK VALVE PW1 E-FIBERGLASS PW 1 K-AST CONTAINMENT SP2 A-BALL CHECK VALVE SP2 E-FIBERGLASS SP2 K-AST CONTAINMENT PIPING INFORMATION TANK ID: DESCRIPTION: 8105 B-STEEL/GALVANIZED METAL 8106 B-STEEL/GALVANIZED METAL D1 A-ABV,NO SOIL CONTACT D2 A-ABV,NO SOIL CONTACT PW 1 A-ABV,NO SOIL CONTACT SP2 A-ABV,NO SOIL CONTACT MONITORING INFORMATION -Continued on next page- Site Details Page-9 16D 6 Environmental FirstSearch /'1 Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 15 DIST/DIR: NON GC MAP ID: NAME: SOUTH FL WATER MGMT DISTR-C-43 RESERVE REV: 1/3/08 ADDRESS: 4605 CONGEN DR IDI: 269046354 LA BELLE FL 33920 ID2: 9046354.00 HENDRY STATUS: OPEN CONTACT: JEFFREY A SMITH PHONE: (561)682-2516 TANK ID: DESCRIPTION: 8105 L-AUTOMATIC TANK GAUGING-USTS 8105 X-NONE 8106 L-AUTOMATIC TANK GAUGING-USTS 8106 X-NONE Dl I-NOT REQUIRED D2 I-NOT REQUIRED PW1 I-NOT REQUIRED SP2 I-NOT REQUIRED i1 Site Details Page-10 • 160 f Environmental FirstSearch Site Detail Report -- Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 14 DIST/DIR: NON GC MAP ID: NAME: RINKER MATERIALS-AVE MARIA REV: 1/3/08 ADDRESS: 4811 AVE MARIA BLVD ID1: 119807822 AVE MARIA FL 34142 ID2: 9807822.00 COLLIER STATUS: OPEN CONTACT: JEFFREY R PORTER PHONE: (561)820-8415 SITE INFORMATION TOTAL NUMBER OF TANKS: 1 FACILITY TYPE: C-FUEL USER/NON-RETAIL DEP CO: N TANK INFORMATION TANK ID: 1 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-DEC-2005 STAT DATE: 01-DEC-2005 TK STAT: U-IN SERVICE CAPACITY(GAL): 12000 CONTENT: D-VEHICULAR DIESEL PLACE: ABOVEGROUND TYPE: C-FUEL USER/NON-RETAIL 1 C-STEEL 1 I-DOUBLE WALL 1 K-AST CONTAINMENT PIPING INFORMATION TANK ID: DESCRIPTION: 1 A-ABV,NO SOIL CONTACT 1 B-STEEL/GALVANIZED METAL 1 I-SUCTION PIPING SYSTEM MONITORING INFORMATION TANK ID: DESCRIPTION: 1 F-MONITOR DBL WALL TANK SPACE 1 Q-VISUAL INSPECTION OF ASTS Site Details Page-11 • 160 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 ERNS SEARCH ID: 7 DIST/DIR: NON GC MAP ID: NAME: UNKNOWN REV: ADDRESS: CORNER OF STATE ROAD 846 and STOCKADE ROAD IDt: 104173 IMMOKALEE FL 34142 ID2: COLLIER STATUS: UNKNOWN CONTACT: PHONE: CERCLIS(Y/N): MAT: CAR TIRES QUANT: 0 UNKNOWN LOCATION: CORNER OF STATE ROAD 846 and STOCKADE ROAD CITY: REPORTED: 03-19-89 SOURCE: UNKNOWN MEDIUM: AIR TIRES STACKED 6 TO 8 FT HIGH OVER ABOUT 1 ACRE AREA;TIRES ARE ON FIRE CAUSE: UNKNOWN ACT: IMMOKALEE,NAPLES and SEVERAL LOCAL FD S 0/S WITH BULLDOZERS:TRYING BY: /'\ Site Details Page-12 160 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 10 DIST/DIR: NON GC MAP ID: NAME: ALICO CORK SCREW GROVE STATION 2 REV: 1/3/08 ADDRESS: CR 850 and HWY 80 IDI: 119804928 IMMOKALEE FL 34142 ID2: 9804928.00 COLLIER STATUS: OPEN CONTACT: LINDA ANDERS PHONE: (863)673-1396 SITE INFORMATION TOTAL NUMBER OF TANKS: 1 FACILITY TYPE: M-AGRICULTURAL DEP CO: N TANK INFORMATION TANK ID: C3 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: STAT DATE: 02-JUL-2002 TK STAT: U-IN SERVICE CAPACITY(GAL): 1000 CONTENT: H-GENERATOR/PUMP DIESEL PLACE: ABOVEGROUND TYPE: M-AGRICULTURAL C3 C-STEEL C3 K-AST CONTAINMENT PIPING INFORMATION TANK ID: DESCRIPTION: C3 X-NO PIPING ASSOCIATED W/TANK MONITORING INFORMATION TANK ID: DESCRIPTION: C3 Q-VISUAL INSPECTION OF ASTS Site Details Page-13 .4. 1 6 0 Environmental FirstSearch r Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 ERNS SEARCH ID: 4 DIST/DIR: NON GC MAP ID: NAME: PENN TANKLINES INC REV: 8/13/97 ADDRESS: GARGULIO FARMS CITY RD 858 13MI SOUTH OF AMMOKALEE IDI: 550115 IMMOKALEE FL 34142 ID2: STATUS: HIGHWAY RELATED CONTACT: PHONE: SPILL INFORMATION DATE OF SPILL: 8/13/97 TIME OF SPILL: 1030 PRODUCT RELEASED(1): OIL:DEISEL QUANTITY(1): 60 UNITS(1): GAL PRODUCT RELEASED(2): QUANTITY(2): UNITS(2): PRODUCT RELEASED(3): QUANTITY(3): UNITS(3): .0'4\ MEDIUM/MEDIA AFFECTED AIR: NO GROUNDWATER: NO LAND: YES FIXED FACILITY: NO WATER: NO OTHER: NO WATERBODY AFFECTED BY RELEASE: CAUSE OF RELEASE DUMPING: NO EQUIPMENT FAILURE: NO NATURAL PHENOMENON: NO OPERATOR ERROR: NO OTHER CAUSE: NO TRANSP.ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: CONTRACTOR(CLIFF BERRY)DISPATCHED AND ON SCENE RELEASE DETECTION: TANKER TRUCK/DURING UNLOADING OPERATIONS DRIVER DID NOT HAVE THE STRAPS ON THE RIGHT HAND SIDE WHEN UNLOADING,FITTING CAME LOOSE MISC.NOTES: CALLER HAD NO OTHER INFORMATION DISCHARGER INFORMATION DISCHARGER ID: 550115 DUN and BRADSTREET : TYPE OF DISCHARGER: PRIVATE ENTERPRISE NAME OF DISCHARGER: PENN TANKLINES INC ADDRESS: 653 SWEDESFORD ROAD MALVERN PA 19355 0 Site Details Page-14 160 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 11 DIST/DIR: NON GC MAP ID: NAME: MA COM I-75 E X609 REV: 1/3/08 ADDRESS: 1-75 REST AREA MILE MARKER 63.3 ID1: 119806265 IMMOKALEE FL 34142 ID2: 9806265.00 COLLIER STATUS: OPEN CONTACT: BILL LEMMON PHONE: (407)581-3785 SITE INFORMATION TOTAL NUMBER OF TANKS: 1 FACILITY TYPE: C-FUEL USER/NON-RETAIL DEP CO: N TANK INFORMATION TANK ID: X609 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01-AUG-2002 STAT DATE: 01-AUG-2002 TK STAT: U-IN SERVICE �'N CAPACITY(GAL): 622 CONTENT: G-EMERG GENERATOR DIESEL PLACE: ABOVEGROUND TYPE: C-FUEL USER/NON-RETAIL X609 C-STEEL X609 I-DOUBLE WALL X609 M-SPILL CONTAINMENT BUCKET X609 P-LEVEL GAUGES/ALARMS PIPING INFORMATION TANK ID: DESCRIPTION: X609 X-NO PIPING ASSOCIATED W/TANK MONITORING INFORMATION TANK ID: DESCRIPTION: X609 F-MONITOR DBL WALL TANK SPACE X609 Q-VISUAL INSPECTION OF ASTS Site Details Page-15 aJ 160 Environmental FirstSearch n Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 ERNS SEARCH ID: 6 DIST/DIR: NON GC MAP ID: NAME: SUNNILAND PIPELINE INC. REV: 7/29/90 0: ADDRESS: OFF OF FRUIT FLY ROAD(DIRT ROAD) ID1: 173771 IMMOKALEE FL 34142 ID2: STATUS: PIPELINE RELATED CONTACT: PHONE: SPILL INFORMATION DATE OF SPILL: 7/29/90 TIME OF SPILL: 1100 PRODUCT RELEASED(1): OIL:CRUDE QUANTITY(1): 2 UNITS(1): BBL PRODUCT RELEASED(2): QUANTITY(2): UNITS(2): PRODUCT RELEASED(3): QUANTITY(3): UNITS(3): MEDIUM/MEDIA AFFECTED AIR: NO GROUNDWATER: NO LAND: YES FIXED FACILITY: NO WATER: NO OTHER: NO WATERBODY AFFECTED BY RELEASE: SOIL CAUSE OF RELEASE DUMPING: NO EQUIPMENT FAILURE: NO NATURAL PHENOMENON: NO OPERATOR ERROR: NO OTHER CAUSE: NO TRANSP.ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: REPAIRED THE LINE WITH A TEMPORARY CLAMP.IN THE PROCESS OF DETERMINING WHAT CLEANUP ACTIONS WILL BE TAKEN. RELEASE DETECTION: 6 INCH PIPELINE/DUE TO A PINHOLE LEAK CAUSED BY INTERNAL CORROSION. MISC.NOTES: WILL NOTIFY DER AND DNR. DISCHARGER INFORMATION DISCHARGER ID: 173771 DUN and BRADSTREET : TYPE OF DISCHARGER: PRIVATE ENTERPRISE NAME OF DISCHARGER: SUNNILAND PIPELINE INC. ADDRESS: PO BOX 21087 FORT LAUDERDALE FL 33335 PaN AO Site Details Page-16 1 6 0 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 ERNS SEARCH ID: 3 DIST/DIR: NON GC MAP ID: NAME: JACK M.BERRY,INC. REV: ADDRESS: P.O.BOX 459 HWY 80 6 MILES W ID1: 326858 LABELLE FL 34142 ID2: HENDRY STATUS: CONTACT: PHONE: SPILL INFORMATION DATE OF SPILL: TIME OF SPILL: 0000 PRODUCT RELEASED(1): DIESEL FUEL:MARINE QUANTITY(1): 100 UNITS(1): GAL PRODUCT RELEASED(2): QUANTITY(2): UNITS(2): PRODUCT RELEASED(3): QUANTITY(3): UNITS(3): MEDIUM/MEDIA AFFECTED P".• AIR: NO GROUNDWATER: NO LAND: NO FIXED FACILITY: YES WATER: YES OTHER: NO WATERBODY AFFECTED BY RELEASE: CAUSE OF RELEASE DUMPING: NO EQUIPMENT FAILURE: YES NATURAL PHENOMENON: NO OPERATOR ERROR: NO OTHER CAUSE: NO TRANSP.ACCIDENT: NO UNKNOWN: NO ACTIONS TAKEN: COMPANY CONTACTED LOCAL HAZARDOUS MATERIAL DEPT.ONSCENE WITH BOOM AND ASORBANTS, SPILL CONTAINED. RELEASE DETECTION: FLANGE ON PUMP FUEL FILTER,GASKET FAILURE FUEL SPILLED IN CANAL MISC.NOTES: DISCHARGER INFORMATION DISCHARGER ID: 326858 DUN and BRADSTREET : TYPE OF DISCHARGER: PRIVATE ENTERPRISE NAME OF DISCHARGER: JACK M.BERRY,INC. ADDRESS: P.O.BOX 459 HWY 80 6 MILES W LA BELLE FL 33935- Site Details Page-17 1606 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 ERNS SEARCH ID: 8 DIST/DIR: NON GC MAP ID: NAME: REV: ADDRESS: SECTION 11,T 49S,R 34E IDI: 118483 IMMOKALEE FL 34142 ID2: COLLIER STATUS: UNKNOWN CONTACT: PHONE: CERCLIS(YIN): MAT: CRUDE OIL QUANT: 3 BARRELS LOCATION: SECTION 11,T 49S,R 34E CITY: REPORTED: 08-16-89 SOURCE: UNKNOWN MEDIUM: LAND LEAK DETECTION SYSTEM SHUT DOWN LINE.EXACT LOCATION OF LEAK IN PIPELINE UNKN CAUSE: UNKNOWN OWN.CAUSE OF LEAK UNKNOW. ACT: CLEAN UP CREW HAS CONTAINED AND BEGUN CLEAN UP OF OIL. BY: Site Details Page-18 ID) 160 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 SPILLS SEARCH ID: 9 DIST/DIR: NON GC MAP ID: NAME: SILVER STRAND GROVE-NORTH REV: 1/2/03 ADDRESS: STATE HWY 29 N ID1: 119101880 IMMOKALEE FL 34142 ID2: 9101880 COLLIER STATUS: OPEN CONTACT: PHONE: SITE INFORMATION RELATED PARTY: ID NUMBER: 19861 ROLE: ACCOUNT OWNER BEGIN: 5/20/1994 5:59:12 PM NAME: BARRON COLLIER PARTNERSHIP 1320 N 15TH ST IMMOKALEE FL 34142 PHONE: (941)657-3602 BAD ADDR INDICATOR: N FAC CONTAM ID: 14714 CLEAN UP STATUS: CMPL SCORE: RANK: DISCHARGE INFORMATION DATE OF DISCHARGE: 3/12/1991 DATE OF INSPECTION: CLEANUP WORK STATUS: COMPLETED LEAD AGENCY: DST SUBSTANCE DISCHARGED: B AMOUNT DISCHARGED: SCORE: SCORE DATE: INFORMATION SOURCE: D DNR STATUS: SRCR CLEANUP REQUIRED: R SOIL AFFECTED: Y SURFACE WATER AFFECTED: N NUM OF DRINKING WELLS AFFECTED: 0 GROUNDWATER AFFECTED: Y MONITOR WELLS: N DATE OF DISCHARGE: 3/12/1991 DATE OF INSPECTION: CLEANUP WORK STATUS: COMPLETED LEAD AGENCY: DST SUBSTANCE DISCHARGED: D AMOUNT DISCHARGED: SCORE: SCORE DATE: �\ INFORMATION SOURCE: D -Continued on next page- GQ` Site Details Page-19 160 6 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 SPILLS SEARCH ID: 9 DIST/DIR: NON GC MAP ID: NAME: SILVER STRAND GROVE-NORTH REV: 1/2/03 ADDRESS: STATE HWY 29 N IDI: 119101880 IMMOKALEE FL 34142 ID2: 9101880 COLLIER STATUS: OPEN CONTACT: PHONE: DNR STATUS: SRCR CLEANUP REQUIRED: R SOIL AFFECTED: Y SURFACE WATER AFFECTED: N NUM OF DRINKING WELLS AFFECTED: 0 GROUNDWATER AFFECTED: Y MONITOR WELLS: N TASK INFORMATION RAP TASK ID NUMBER: 41493 CLEANUP RESP: ORDER COMPLETION: ACTUAL COMPLETION: PAYMENT DATE: ACTUAL COST: RA TASK ID NUMBER: 62424 CLEANUP RESP: ACTUAL COST: YEARS TO COMP: 0 SRC ACTION TYPE: SRCR SUBMIT DATE: 1/31/1996 REVIEW DATE: ISSUE DATE: 4/3/1996 COMMENT: REVIEWED BY TOM CONRARDY SA ID NUMBER: 41492 CLEANUP RESP: RP COMPLETION DATE: PAYMENT DATE: ACTUAL COST: SR ID NUMBER: 41491 CLEANUP RESP: RP ORAL DATE: WRITTEN DATE: 3/12/1991 FREE PROD REMOVAL: Y SOIL REMOVAL: Y TONNAGE REMOVED: 516 TREATMENT: OTHER TREATMENT: INCINERATION COMPLETION DATE: 5/16/1991 PAYMENT DATE: COST: SR ALTERNATE PROCEDURE RECEIVED DATE: SR ALTERNATE PROCEDURE STATUS DATE: SR COMPLETION STATUS: SR ALTERNATE PROCEDURE COMMENT: Site Details Page-20 CA 160 6 Environmental FirstSearch Descriptions NPL: EPA NATIONAL PRIORITY LIST-The National Priorities List is a list of the worst hazardous waste sites that have been identified by Superfund. Sites are only put on the list after they have been scored using the Hazard Ranking System(HRS),and have been subjected to public comment. Any site on the NPL is eligible for cleanup using Superfund Trust money. A Superfund site is any land in the United States that has been contaminated by hazardous waste and identified by the Environmental Protection Agency (EPA) as a candidate for cleanup because it poses a risk to human health and/or the environment. FINAL-Currently on the Final NPL PROPOSED-Proposed for NPL NPL DELISTED: EPA NATIONAL PRIORITY LIST Subset - Database of delisted NPL sites. The National Oil and Hazardous Substances Pollution Contingency Plan(NCP)establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. DELISTED-Deleted from the Final NPL CERCLIS: EPA COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY INFORMATION SYSTEM (CERCLIS)- CERCLIS is a database of potential and confirmed hazardous waste sites at which the EPA Superfund program has some involvement. It contains sites that are either proposed to be or are on the National Priorities List(NPL) as well as sites that are in the screening and assessment phase for possible inclusion on the NPL. PART OF NPL-Site is part of NPL site DELETED-Deleted from the Final NPL FINAL-Currently on the Final NPL NOT PROPOSED-Not on the NPL NOT VALID-Not Valid Site or Incident PROPOSED-Proposed for NPL REMOVED-Removed from Proposed NPL SCAN PLAN-Pre-proposal Site WITHDRAWN-Withdrawn NFRAP: EPA COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY INFORMATION SYSTEM ARCHIVED SITES - database of Archive designated CERCLA sites that,to the best of EPA's knowledge,assessment has been completed and has determined no further steps will be taken to list this site on the National Priorities List(NPL). This decision does not necessarily mean that there is no hazard associated with a given site; it only means that,based upon available information,the location is not judged to be a potential NPL site. NFRAP—No Further Remedial Action Plan P-Site is part of NPL site D-Deleted from the Final NPL F-Currently on the Final NPL N-Not on the NPL 0 Not Valid Site or Incident P-Proposed for NPL R-Removed from Proposed NPL S-Pre-proposal Site W—Withdrawn RCRA COR ACT: EPA RESOURCE CONSERVATION AND RECOVERY INFORMATION SYSTEM SITES - Database of hazardous waste information contained in the Resource Conservation and Recovery Act Information (RCRAInfo), a national program management and inventory system about hazardous waste handlers. In general,all generators,transporters,treaters, storers, and disposers of hazardous waste are required to provide information about their activities to state environmental agencies.These agencies,in turn pass on the information to regional and national EPA offices. This regulation is governed by the Resource Conservation and Recovery Act(RCRA),as amended by the Hazardous and Solid Waste Amendments of 1984. RCRAInfo facilities that have reported violations and subject to corrective actions. RCRA TSD: EPA RESOURCE CONSERVATION AND RECOVERY INFORMATION SYSTEM 161)0 6 TREATMENT, STORAGE, and DISPOSAL FACILITIES. - Database of hazardous waste information contained in the Resource Conservation and Recovery Act Information (RCRAInfo), a national program /'"s, management and inventory system about hazardous waste handlers. In general, all generators, transporters, treaters, storers, and disposers of hazardous waste are required to provide information about their activities to state environmental agencies. These agencies, in turn pass on the information to regional and national EPA offices. This regulation is governed by the Resource Conservation and Recovery Act (RCRA), as amended by the Hazardous and Solid Waste Amendments of 1984. Facilities that treat,store,dispose,or incinerate hazardous waste. RCRA GEN: EPA RESOURCE CONSERVATION AND RECOVERY INFORMATION SYSTEM GENERATORS - Database of hazardous waste information contained in the Resource Conservation and Recovery Act Information(RCRAInfo),a national program management and inventory system about hazardous waste handlers. In general, all generators, transporters, treaters, storers, and disposers of hazardous waste are required to provide information about their activities to state environmental agencies. These agencies, in turn pass on the information to regional and national EPA offices. This regulation is governed by the Resource Conservation and Recovery Act(RCRA),as amended by the Hazardous and Solid Waste Amendments of 1984. Facilities that generate or transport hazardous waste or meet other RCRA requirements. LGN-Large Quantity Generators SGN-Small Quantity Generators VGN—Conditionally Exempt Generator. Included are RAATS (RCRA Administrative Action Tracking System) and CMEL (Compliance Monitoring& Enforcement List)facilities. Federal IC / EC: EPA BROWNFIELD MANAGEMENT SYSTEM (BMS) - database designed to assist EPA in collecting, tracking, and updating information, as well as reporting on the major activities and accomplishments of the various Brownfield grant Programs. FEDERAL ENGINEERING AND INSTITUTIONAL CONTROLS- Superfund sites that have either an engineering or an institutional control.The data includes the control and the media contaminated. t""\ ERNS: EPA/NRC EMERGENCY RESPONSE NOTIFICATION SYSTEM(ERNS)-Database of incidents reported to the National Response Center. These incidents include chemical spills, accidents involving chemicals(such as fires or explosions),oil spills,transportation accidents that involve oil or chemicals,releases of radioactive materials, sightings of oil sheens on bodies of water, terrorist incidents involving chemicals, incidents where illegally dumped chemicals have been found,and drills intended to prepare responders to handle these kinds of incidents. Data since January 2001 has been received from the National Response System database as the EPA no longer maintains this data. Tribal Lands: DOI/BIA INDIAN LANDS OF THE UNITED STATES -Database of areas with boundaries established by treaty, statute, and (or) executive or court order, recognized by the Federal Government as territory in which American Indian tribes have primary governmental authority. The Indian Lands of the United States map layer shows areas of 640 acres or more,administered by the Bureau of Indian Affairs. Included are Federally-administered lands within a reservation which may or may not be considered part of the reservation. State/Tribal Sites: FL DER/DEP/EPA FLORIDA SITES LIST - database of identified facilities and/or locations that the Florida Department of Environmental Regulation has recognized with potential or existing environmental contamination. SUPERFUND HAZARDOUS WASTE SITES- database that correlates to the NPL list and includes active, delisted,and Federal sites. State Spills 90: FL DEP PETROLEUM CONTAMINATION AND CLEANUP REPORTS - database of contaminated facility reports provide the Facility ID, Facility Type, Score, Rank, Operator Information, and Owner Information,for facilities that currently have contamination State/Tribal SWL: FDEP SOLID WASTE FACILITIES LIST - database concerned with the handling of waste and includes locations identified with solid waste landfilling or associated activities involving the handling of solid waste. The presence of a site on this list does not necessarily indicate existing environmental contamination,but rather the potential.The FDEP assigns scores to the sites based on the threat to human health Ao"'"N and the environment. The Rank is determined by the site's Score and reflects the state's priority for remedial action on that site. Typically, the lower the Rank value, the greater the priority for remedial action from the state. State/Tribal LUST: FDEP LEAKING UNDERGROUND STORAGE TANKS LIST - database of 0 160 6 petroleum storage tank systems that have reported the possible release of contaminants. Included within this list are sites that are in the Florida Early Detection Incentive (EDI) Program, the Abandoned Tank Restoration Program(ATRP)and the Petroleum Liability Insurance Restoration Program(PLIRP). These programs support remedial action or reimbursement for those sites with environmental problems due to leaking fuel storage tanks. Some sites listed in the report have not yet been accepted in these programs. State/Tribal EC: FEDEP INSTITUTIONAL CONTROLS REGISTRY DATABASE Subset- database of sites that have institutional controls and engineering controls was developed to assist with tracking those properties upon which an institutional control has been imposed pursuant to the provisions contained in Chapters 376 or 403,F.S. For Brownfield sites the ICR has been prepared for the public and local governments to monitor the status of those controls. State/Tribal IC: FEDEP INSTITUTIONAL CONTROLS REGISTRY DATABASE - database of institutional controls was developed to assist with tracking those properties upon which an institutional control has been imposed pursuant to the provisions contained in Chapters 376 or 403, F.S. For Brownfield sites the ICR has been prepared for the public and local governments to monitor the status of those controls. State/Tribal Brownfields: FDEP BROWNFIELDS REDEVELOPMENT PROGRAM DATABASE- database of reports generated from the Brownfield Access Database which tracks the number of designated Brownfield areas, executed Brownfield site rehabilitation agreements, state and federal programs funding, and local Brownfield coordinators'contact information RADON: NTIS NATIONAL RADON DATABASE - EPA radon data from 1990-1991 national radon project collected for a variety of zip codes across the United States. State Other: US DOJ NATIONAL CLANDESTINE LABORATORY REGISTER-Database of addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases,the source of the entries is not the U.S. Department of Justice("the Department"), and the Department has not verified the entry and does not guarantee its accuracy. All sites that are included in this data set will have an id that starts with NCLR. State Other: FDEP SINKHOLES -database of sinkholes from the Florida Geological Survey Sinkholes. DRYCLEANERS LIST - database of dry cleaning facilities registered with the Department. Information includes facility identification number, site location information,related party(owner)information, and facility type and status. Data is taken from the Storage Tank & Contamination Monitoring database, the registration repository of dry cleaner facility data. CATTLE DIPPING VATS - database of vats that were filled with an arsenic solution for the control and eradication of the cattle fever tick. Other pesticides such as DDT where also widely used. This is a static list from 1910 through 1950s. FI Map Coverage: PROPRIETARY FIRE INSURANCE MAP AVAILABILITY - Database of historical fire insurance map availability. G�' 16 6 Environmental FirstSearch Database Sources NPL: EPA Environmental Protection Agency Updated quarterly NPL DELISTED: EPA Environmental Protection Agency Updated quarterly CERCLIS: EPA Environmental Protection Agency Updated quarterly NFRAP: EPA Environmental Protection Agency. Updated quarterly RCRA COR ACT: EPA Environmental Protection Agency. Updated quarterly RCRA TSD: EPA Environmental Protection Agency. Updated quarterly RCRA GEN: EPA Environmental Protection Agency. Updated quarterly Federal IC/EC: EPA Environmental Protection Agency Updated quarterly ERNS: EPA/NRC Environmental Protection Agency Updated semi-annually Tribal Lands: DOI/BIA United States Department of the Interior Updated annually State/Tribal Sites: FL DER/DEP/EPA Florida Department of Environmental Protection, Bureau of Waste "."N Cleanup Updated quarterly 606 State Spills 90: FL DEP Florida Department of Environmental Protect Updated quarterly State/Tribal SWL: FDEP Florida Department of Environmental Protection Updated annually State/Tribal LUST: FDEP Florida Department of Environmental Protection Updated quarterly State/Tribal EC: FEDEP Florida Department of Environmental Protect Updated quarterly State/Tribal IC: FEDEP Florida Department of Environmental Protect Updated quarterly State/Tribal Brownfields: FDEP The Florida Department of Environmental Protection, Division of Waste Management. Updated quarterly r1 RADON: NTIS Environmental Protection Agency,National Technical Information Services Updated periodically State Other: US DOJ U.S.Department of Justice Updated when available State Other: FDEP Florida Department of Environmental Protection Storage Tank & Contamination Monitoring. Florida Department of Environmental Protection Cattle Dipping Vats Updated quarterly FI Map Coverage: PROPRIETARY Library of Congress Catalogue of Maps Published by Sanborn Mapping and Geographic Information Service in February 1988® ProQuest Other internally produced datasets Updated quarterly 1 6 0 6 Environmental FirstSearch Street Name Report for Streets within .25 Mile(s) of Target Property Target Property: JOB: 0803840100 IMMOKALEE FL 34142 Street Name Dist/Dir Street Name Dist/Dir County Road 890 0.01 SE Lemon Tree Dr 0.01 NE Pepper Rd 0.00-- Tippins Ter 0.25 SE Trafford Oaks Rd 0.00-- CA 160 6 Environmental ,= FIRSTS 1 ' it HISTORICAL FIRE INSURANCE MAPS NO MAPS AVAILABLE 04-16-08 0803840100 IMMOKALEE FL 34142 A search of FirstSearch Technology Corporation's proprietary database of historical fire insurance map availability confirmed that there are NO MAPS AVAILABLE for the Subject Location as shown above. FirstSearch Technology Corporation's proprietary database of historical fire insurance map availability represents abstracted information from the Sanborn* Map Company obtained through online access to the U.S. Library of Congress via local libraries. Copyright Policy&Disclaimer Certain Sanborn@ Fire Insurance Maps are copyrighted material and may not be reproduced without the expressed permission of the Sanborn Map Company. FirstSearch Technology Corporation warrants that it will employ its best efforts to maintain and deliver its information in an efficient and timely manner. Customer acknowledges that it understands that FirstSearch Technology Corporation obtains the above information from sources FirstSearch Technology Corporation considers reliable. However, THE WARRANTIES EXPRESSED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, either expressed or implied, including without limitation any implied warranty of merchantability or fitness or suitability for a particular purpose (whether or not FirstSearch Technology Corporation may know, have reason to know, or have been advised of such purpose), whether arising by law or by reason of industry custom or usage. ALL SUCH OTHER WARRANTIES ARE HEREBY EXPRESSLY DISCLAIMED. 6 1606 Gv Environmental FirstSearch �` ,:.-1-!•., 1 Mile Radius from Area EnvironimFIR `R' r- ASTM Map: NPL, RCRACOR, STATE Sites , IMMOKALEE FL 34142 1 , lam. ~, \ Jç —" A G o ) c., Ral r o. 0 tem. m 1111°-liilli z• Tree{r, x, osbgiugh Way 11 Hu Mere (Dint -. 89° �0 � _ v Swamp l Y Corkscrew Swamp ______ dip I Source:2005 U.S. Census TIGER Files Area Polygon I I Identified Site,Multiple Sites,Receptor / L DELNPL,Brownfield,Solid Waste Landfill(SWL),Hazardous Waste Ng Jalland ]Ti WI Railroads - CAO 160 6 c!' Environmental FirstSearch �, .5 Mile Radius from Area �""'"' '`" ________VW/ ASTM Map: CERCLIS, RCRATSD, LUST, SWL FIRST 11111111 , IMMOKALEE FL 34142 4111PLIO � 41 too Tra° •rd Oaks Road L o rive � f+ Rosb u h Way Hunters Point R.- •-- Source:2005 U.S. Census TIGER Files Area Polygon O Identified Site,Multiple Sites,Receptor 111 16. NPL,DELNPL,Brownfield,Solid Waste Landfill(SWL),Hazardous Waste ui. Triballand Railroads 0 1606 Of Environmental FirstSearch ,:•si►,'& .25 Mile Radius from Area FIR `�' `�'"w4111 ASTM Ma RCRAGEN, ERNS, UST d , IMMOKALEE FL 34142 1111 ,11111 r .. p4 II i-ro 1 li f ' li r. it a 0 Tr. ord Oaks Road m RosbOugh Way m unter Point Rs: ' S90 i IN kikailliNi&, -Me Source:2005 U.S. Census TIGER Files Area Polygon I. I Identified Site,Multiple Sites,Receptor /mac,DELNPL,Brownfield,Solid Waste Landfill(SWL),Hazardous Waste SS! ,alland 52 Railroads - CAO L&B 6 coisi Environmental FirstSearch 4.4.4!. .25 Mile Radius from Area Env-in,,,:.en� ge 4.4.4*.... .25 FIRST w4163 Non-ASTM Map: No Sites Found eS , IMMOKALEE FL 34142 II 11 ,,____ 1 .....,, Amy 1 Clii.. H-- __ ., riii, ,� d. G ord Oaks Road :... °' m ti t 1 : 'z:: . :91-1` ---' s 0".0 100.- AR Source:2005 U.S. Census TIGER Files Area Polygon Identified Site,Multiple Sites,Receptor NPL,DELNPL,Brownfield,Solid Waste Landfill(SWL),Hazardous Waste 554 �� Triballand iS2 National Historic Sites and Landmark Sites 0 Railroads 1606 APPENDIX B Site Photographs 1 6 0 6 ........., _,._ =_,,_. _i .. - :, k i .',/ .. f /, s + ` (. r -7y .` " � -'7.'... —. -' %:- - , - , . -N..! "1""I'Fic E.....,„ -,,..,,,,.,,..',7 7' aux 2"- w .r s View of current cattle pen located on property d. �: -rte ,a •. `� • -rct It �_ 3 a� Evans th1M c..o. A tr,-; -4.:.--,... --- . , _,„.. _. -.aft y, '� _- if 1 -., , _ me e:: t ,sJ�'F tr ri i! /. 4 „?.. r' 71ra' fi t cr., t � 1,- View of 500-gallon diesel AST located next to the cattle pen. SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) C�,1111/ PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 y,,,i,,n,,,.,,�,��,,.,,l�„g ,,, y,Inc. Source: ECT,2008 1606 ........ -�Witt _ 1 _ i� ,,, 1\ ',.::::;: t 1 k\ ' ik'tV 1 $ I - i%) , \ ' ifillil, 7;-' 1 1_ k 66 j f1, i . :,,,,,r;:1_,'-: ` ,, View of tank battery (well 1201-A). -. n F , N, �. S _ J ..4., 4 L r '` ss ` ' f/ a • View thirty-seven 55-gallon drums of demulsifier (well 1201-A) SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) �� PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 iConsultinga no+og$Inc Source: ECT,2008 3CA 160 6 111111.111111111. x • 1 . fil \ t fes! -17, t. ...,, View of pump jack and base (well 1201-A). ■ , ~i • 1 4 e - 1 of,5-y _ t I 42 . _ ! r 3 'r ir , T : aF ,� _ { ' fes -- '°1 �z.,�.._ - - -'4 4' may" -1- - -,,,:.„„. -,,,,,,,,„. ..., „•, . , . L.�c .....,..k.„.., i ,....• , ., , . ,.. ,,,_. /. • ., ,..• . • •,,,,,::,. --_,,, ,,,-• „...,, . __,,,,,,... , __ . ,•...... ,1 .t,:r..1...21e... ..414" . .-7-- -- - '''.' 4,4it View of Waukesha pump engine (well 1201-A) SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) �� PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 Envinxtinental Consulting& ,,,,lgx i Source: ECT,2008 0 1606 r,r,.. #-.11-: '- ;--P -- - iiii 11 . k , , , v., .01...*,44,..k„svitori.,. ,.,....„,;,...; ,„.-..e..te,: . Ge.: it _ „ _, r 1 A "IAA "I°1�►\fit ' Imo _,� _- 4 ,- 1. View of stained soil and stressed vegetation at well 1170. • • �r t `- -. ` * . 4 c - s t. .. -. =:te , .._ i 'le 3 G +c t 4' r cgs . S` v. _ v - k. 1 , Tia. f. • . - _tip `4 ;ti- _. ,,r r w._ ,-.— View of pooled motor oil at well 1170. SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) �� PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 EiwtronmemaConsulting&Technotog inc. Source: ECT,2008 ‘,.i:) P 1636 • r _ „jilt fpw. -------_____ ....__ ' -- - ......, - till .."n , . _ t _may -•,-•,•,6--'•1•.-'•,'.., -.''...w4,<', y, 3'•f `, _—_ r� , z I F „ 6 at .. tom, �' j .S �. �_�✓- J 1.10:`1 .7- - Ti4! .. - View of demulsifier tank at well 1170. 1 1110 A. ' `L y, y., j : . ..- . View of heater treater at well 1170. SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) G�, PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 Environmental c g&Tichnologs inc. Source: ECT,2008 0 1686 r a— , ,. . ...., . • ,_ .. .,,,,t,„, ....,, , , . , ,,„4 . -...tly. ..„. _^wire , iia 7 ,...,,, , - .:,:..,,--. ' ---_ ...., . _,: „.„.:10.. , : 0 d. i - _-' r 'te r y f r .l y. „L�,y u. a�, ,# kry rp ��f t '��g � � ';'.;KZ. mv 9P-'—',,';- ts .f 1 $ View of crude oil impacted area along the pipe runs at well 1199-A ,;;I.-.1.7•,..z z. • +ii. .moi .� -'4' ,". w 4�t /., View of crude oil impacted area adjacent to the tank battery at well 1199-A SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) �� -. PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 EnvkaunenWConsulting&TichnobgKinc. Source: ECT,2008 L<`if} 160 6 , .,... _,. ..,„. .„.........1107,,,e.:- , . ., . __,, . „,,,,,,,,,,, _..,.,...frar,... ,-,.., ., ...,.-„,„.,.._-_. ,. : . :-..„,,,,,, . -_..-, ,.„ .:-:_, . -- _ - - ....... .„ ..,_t,„:„.„_.._....,,,,, ,„ 4,,.._. 1,..---,'- .„_ . ._, „,..... A. , .„ .:. .. ... . .• ......... View of stressed vegetation adjacent to the tank battery at well 1170. a -- '. ' tilih=11110006.-A 10 W ._;) Amonwir - .'---' . ,_ .. .. 'T: s migi Ao- - / . - .._. _, --, _• , — -..-,4;... - ' • ., :, ,:-.;,' -.:'. ''' -'- ,..1,N7ie-,14-46.„.. --. ... -. : ...-- .,..--;... :-.:,? nzi-,„513-..: 7+ -r4m- -. --'-'1=1 . V<iVt: 'q'-;?`.7::re:i.k -W.... 17 .e!'-'- -' :•::77. :'-‘2:4`‘'7""''';: 3C,f, .:Ait',';',e'{-4 -'-',?--1. '74''''T, ' 4'11' -.. ;--.•-:.1'''''-.k4'10,,Z l'7=1".;',...- tl' :,:,,,,a;.::: •-:•-•.,_ - T — -- . :--,-4!',- 4,-.4.,,,-, - ..---- ,- - ''4. --;-,-- .-,;.,. f •, :„ 2.:1N,I''' , .'._ •747i: ' ',','''.:'.. l'::;: '-.'.•iky'''..AV4-t"'-'-'' ' .' 11)P5,, '''':.., 4* , ,, 4. .,. '.-7-,, , . - ..:".:- .27:r;:'*fr.7,7-",'?-4.!.;c.: '.'.• '- '-' „ , .., .i'. :1.. :7,Z7._,,,-',,,':. ,',:-1 , ' -.1°, ,,,4,.%:-..,;;.,,.?tz...-.--?-..;/-.4-44 - -.-- el' ?'"v!•-":-.!.'•::4'f,i_ -.;;/ l',..',.'::-..: -'-5":-...'i•-'..;,.-:41-X-,. .. i -4-,...,,....=_-•,..-,-,...„.--,: :......"-c:-.' ,*z*, r-,-..t:, ?? ' ' ' '.....,,:*A-'7-::,:'-'.)L,7-,fl --t,..:!..i;L5-i''' --'..,'''''.';•;:::.T11,:,4,1'-...,..'?''::'-'1',:!' `X-1;".4 -. ,_-.2;-:•- - - -,Y!. •-,. ' r',::t- - . - , - - -- .-. -. -_,. --, '-- ,%- ..4:4: -,—0----, • -;. - -- - i, ,,.: :• -4* ; • '4- - -• n next to the VieW'Of stressed:ed::e:'g;e4tai: .' l'a pump jack at well 1199-A. IMMC/MI SITE PHOTOGRAPHS PEPPER RANCH (LAKE AIC / Inc' Envirolng i PEPPER ROAD TRAFFORD RANCH, LLP) IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 nmental consuti &Techrlobin Source: ECT,2008 (::::\ 1606 APPENDIX C Qualifications of Environmental Professionals CSO 1 6 0 L. DUANE DUNGAN, P.G. CPG 4111, Principal Scientist Project Manager; Calumet Florida, L.L.C.—Oversee all environmental, health,and safety issues for oil and gas exploration and development company Education with five active oil fields in South Florida. B.S.,Geology—Illinois State Uni- Project Manager; Big Island Excavating, Inc.—Performed hydrogeologic versify, 1973 studies for expansions/permits at three rock mines in Charlotte,Lee,and Hen- dry Counties,Florida. Registrations Project Geologist; Southwest Florida Dense Non-Aqueous Phase Liquid Professional Geologist,Florida, (DNAPL) Site, Selig Enterprises, Inc.—Conducted extensive assessment of No.PG0000040 site containing DNAPL using both direct push and conventional drilling at a Professional Geologist,Illinois, former dry-cleaning site in Fort Myers,Florida. No. 196-000250 Professional Geologist,Alaska, Project Manager, Garden Street Iron & Metal, Inc.—Managed remedia- No.371 tion of metal recycling yard contaminated with polychlorinated biphenyls Professional Geologist,Indiana, (PCBs), mandated by EPA District 4. The risk-based corrective action was No. 1423 completed by encapsulation of contaminated area with reinforced concrete. Professional Geologist,Kentucky, The recycling yard in Fort Myers, Florida, remains active under a long-term No.756 monitoring plan. Professional Geologist,Pennsyl- vania,No.PG-000035-G Project Manager,Jack M.Berry,Inc.—Managed numerous projects in La- Professional Geologist,Tennessee, Belle, Hendry, and Indian River Counties. Projects included industrial waste- No.00003260 water permitting assistance, public drinking water system sampling and per- Professional Geologist,Virginia, mitting, development of ground water monitoring plans, contamination as- No.2801 000960 sessments of solid waste landfills,conceptual design of Florida's first wetland Professional Geologist,American treatment system for industrial wastewater,hydrogeologic studies, emergency Institute of Professional Geolo- response for fuel spill,petroleum facility closure assessments, assistance with gists,No.4901, 1981 hazardous materials issues,and general geological/environmental consulting. Project Manager, National Linen Service—Managed assessment, remedia- Affiliations tion, and monitoring of site contaminated with dry-cleaning solvents and American Association of Petroleum chemicals; directed emergency response activities for fuel spill; and assessed Geologists underground storage tank contamination. Facilities were located in Lee and American Institute of Professional Highlands Counties,Florida. Geologists Lafayette Geological Society(Life Project Geologist,Mayport Naval Station—Bioremediation of former pesti- Member) cide mixing area in Jacksonville, Florida, contaminated with DDT, DDE, Everglades Geological Society PCBs,lindane,and other pesticides. (President) Project Manager, Powers Radiator, Inc.—Managed assessment and reme- Areas of Specialization diation of lead contaminated soil and ground water, and directed RCRA clo- Hydrogeology,Field Geology,Con- sure of drum storage area in Lee County,Florida. tamination Assessments,Initial Re Project Manager; Barron Collier Company—Assessment and remediation medial Actions,Emergency Envi of hazardous waste site in Collier County,Florida,contaminated with arsenic, ronmental Response,Petroleum chromium,and copper. Geology,Hazardous Materi- als/Waste Management,Under- Project Manager; Edward C. Levy Company—Conducted assessments of ground Storage Tank Management, numerous concrete plants in Collier, Charlotte, and Lee Counties, Florida, in- Industrial and Domestic Wastewater cluding ground-penetrating radar surveys. Permitting Assistance,Ground Wa- ter Modeling,Environmental Site Project Manager,Multiple Clients—Conducted numerous Phase I and II en- Assessments,Quality Assurance vironmental site assessments and transactional audits throughout South Flor- ida,including a listed CERCLA/RCRA site. mairc m 111S? Frnlrorrmentaf Consulting&Technology.hip. C:\DOCUMENTS AND SETTINGSUENNIFER GREISSING\MY DOCUMENTS\RESUMES\DUNGAN.DOC_050708 160 6 L. DUANE DUNGAN, P.G. CPG • . Page 2 Project Manager,Confidential Client—Assessed an illegal landfill on newly acquired property in Fort Myers,Florida. Project Manager, Coral Rock, Inc.—Managed several contamination as- sessments and initial remedial actions for aboveground petroleum storage fa- cilities at a mining facility in Charlotte County,Florida. Project Manager; Fort Myers News Press—Provided environmental con- sulting services in hazardous waste management. Conducted emissions inven- tory for Title V permitting. Project Manager, Multiple Clients—Continue to manage numerous con- tamination assessments,underground petroleum storage tank closures,and ini- tial remedial actions at service stations, automobile dealerships, marinas, and other commercial locations, as well as at private residences throughout South Florida.Included ground water modeling using FLOWPATH. Expert Witness, Lee County, FL—Offered expert geologic testimony for Lee County before hearing examiner concerning proposed deepening of rock quarry near Fort Myers,Florida. Field Geologist,Multiple Clients—Determined lithologic characteristics and aquifer properties during coring and drilling of numerous exploratory and monitoring wells in Lee,Hendry,Charlotte,Collier,Manatee,Hardee,DeSoto, and Sarasota Counties,Florida. State Regulator, Florida Department of Environmental Protection (FDEP)—Evaluated ground water monitoring plans and data for domestic and industrial wastewater facilities, served on Technical Advisory Committee and oversaw drilling activities for underground injection control projects, evalu- ated ground water modeling submittals and conducted ground water modeling, using PLASM, MODFLOW, DERMAP, and GWIS through FDEP's South District office. State Regulator,FDEP—Managed assessment and monitoring of chromium- contaminated ground water at old leather tanning facility on previous military base in Highlands County, Florida. Also discovered and evaluated an under- ground World War II waste locomotive oil tank. State Regulator,FDEP—Acted as Authorized Representative of Administra- tor of EPA for purpose of investigation compliance with mobile source provi- sions of the Clean Air Act throughout the State of Florida. State Regulator, FDEP—Discovered and evaluated a toxaphene drum dis- posal site at a golf course in Lee County,Florida. Exploration Geologist;Numerous Petroleum Companies—Responsible for generating drillable prospects for wildcat exploration wells and for develop- ment wells in existing oil and gas fields throughout South Louisiana onshore area. Maintained working interests and royalty interests in prospects gener- ated. allaIOW CCF Environmental Consulting&Technology.Inc. C:\DOCUMENTS AND SETFINGSUENNIFER GREISSING\MY DOCUMENTS\RESUMES\DUNGAN.DOC—050708 €'40 1 6 0 JENNIFER S. HUBBARD • Senior Associate Scientist I Project Manager; Multiple Clients—Conducted numerous Phase I environ- mental site assessments and transactional audits in South Florida. Clients in- clude The Cove at Six Mile Cypress, Stiles Corporation, Gitanjali Inns, Inc, Better Roads,Cameratta Properties,Carroll Properties,First Bank,First Union Bank,GE Capital,Lee County,and Sunbank. Task Manager; Garden Street Iron & Metal, Inc.—Conducting long-term Education monitoring for EPA following a risk-based corrective action for soil and B.S.,Environmental Systems— ground water contaminated with polychlorinated biphenyls (PCBs) in Lee Mercer University, 1998 County,Florida. Task Manager; Jack M. Berry, Inc.—Periodically conduct sampling for analysis of industrial wastewater, ground water, and non-transient non- Registrations community public drinking water system. Also conducting soil and ground AHERA-accredited Asbestos In- water sampling for pesticides in Lee County,Florida. spection and Assessment of Buildings Task Manager; LaBelle Private Drainage District—Conduct sampling and HAZWOPER 40-hour EPA certi- analysis of data from surface water management study over 9,000-acre area of fication citrus grove in Hendry County,Florida. Certified Florida Environmental Assessor/Registered Environ- Task Manager; National Linen Service—Conduct ground water monitoring mental Property Assessor,Nos. of site contaminated with dry-cleaning solvents and chemicals in Fort Myers, CFEA 314/REPA 6001 Florida. Task Manager; Barron Collier Company—Conduct ground water monitor- ing �\ of hazardous waste site in Collier County, Florida, contaminated with ar- senic,chromium,and copper. Areas of Specialization Environmental Site Assessments, Task Manager;Multiple Clients—Conducted numerous Phase I and Phase II Quality Assurance,Soil and environmental site assessments and transactional audits throughout South Flor- Ground Water Sampling,Asbestos ida. Clients include SouthTrust Bank, SunTrust Bank, Pelican National Bank, Inspection and Assessment Lee County Conservation Land Acquisition Program,and Berry Holdings,Inc. Task Manager; Multiple Clients—Participate in numerous contamination assessments,underground petroleum storage tank closures,and initial remedial actions at service stations, automobile dealerships, marinas, and other com- mercial locations, as well as at private residences throughout South Florida. Clients include Maassen Oil Company,Edison Oil Company,and ATCO,Inc.. Task Manager; Lee County Government—Conduct sampling and analysis of data from the Ten Mile Canal Filter Marsh in Lee County,Florida. Task Manager; Florida Department of Environmental Protection (FDEP)—Project oversight of drilling and sampling on numerous FDEP sites throughout South Florida. Task Manager; Confidential Client—Conducted contamination assessment of a cattle-dipping vat site in South Florida. Conducted studies to determine the presence of pesticide and metal contamination resulting from federally mandated and state administered program of the late 1920s. Environmental Consulting 8,Technology.Inc C:\DOCUMENTS AND SETTINGSUENNIFER GREISSING\MY DOCUMENTS\RESUMES\HUBBARD-J.DOC-050708 1606 APPENDIX D Interview Documentation CA ; 160 6 r-� INTERVIEW DOCUMENTATION Mr. Gene Hearn Property Owner Lake Trafford Ranch(Pepper Ranch) Mr. Paul Attwood FDEP Pepper Ranch AAI-Phase I ESA Page D-1 SGP PHASE II JULY 2008 160 0 ENGINEERS &SCIENTISTS A member of the CRA Family of Companies Limited Phase II Environmental Site Assessment Report Pepper Ranch +/-2,500 Acres 6315 Pepper Road Immokalee, Collier County,Florida For: Lake Trafford Ranch,LLLP C/O Hole Montes 950 Encore Way P.O. Box 111629 Naples, Florida 34108 Prepared By: HSA ENGINEERS & SCIENTISTS 1520 Royal Palm Square Boulevard, Suite 260 Fort Myers, Florida 33919 HSA Project Number: 75-28160 July 29, 2008 www.hsa-env.com Client Focused • Solution Oriented • Quality Driven 1520 Royal Palm Square Boulevard, Suite 260 . Fort Myers, Florida 33919 Tel: (239)936-4003 or(239)936-0789 • Fax: (239)936-0819 Offices in: Cape Canaveral •Charleston . Ft. Myers • Hilton Head • Orlando • Savannah . Tampa . West Palm Beach CA 1 60 6 TABLE OF CONTENTS INTRODUCTION 1 SITE DESCRIPTION AND HISTORY 1 SITE ASSESSMENT AND DELINEATION ACTIVITIES 2 1.0 CATTLE DIPPING VAT 2 1.1 Soil Assessment 2 1.1.1 Soil Sampling 2 1.1.2 Soil Analytical Results 2 1.2 Groundwater Assessment 4 1.2.1 Monitoring Well 4 1.2.2 Groundwater Quality Field Parameters 4 1.2.3 Groundwater Analytical Results 4 1.2.4 Remedial Options 5 2.0 FORMER MOBILE ABOVE GROUND DIESEL TANK 6 2.1 Soil Assessment 6 2.1.1 Organic Vapor Analyzer(OVA) Sampling&Results 6 2.1.2 Soil Sampling&Analytical Results 7 2.1.3 Groundwater Sampling&Analytical Results 7 2.1.4 Remedial Options 7 3.0 OIL WELL SITES 8 3.1 Oil Well#1 8 3.1.1 Soil Sampling&Results 8 3.1.2 Groundwater Sampling &Results 9 3.2 Oil Well#2 9 3.2.1 Soil Sampling&Results 9 3.2.2 Groundwater Sampling Results 10 3.3 Oil Well#3 10 3.3.1 Soil Sampling&Results 10 3.3.2 Groundwater Sampling Results 11 3.3.3 Petroleum Hydrocarbon Fractionation 11 3.3.4 Water Table Survey and Site Groundwater Flow Direction 12 3.4 Remedial Options 12 3.4.1 Oil Well#3-Petroleum 12 3.4.2 Oil Well#1,#2 and#3-Chlorides 12 4.0 CONCLUSIONS AND RECOMMENDATIONS 13 i 1606 TABLES TABLE 1 Cattle Pen—Soil Analytical Results TABLE 2 Cattle Pen-Groundwater Analytical Results TABLE 3 Mobile Tank—Soil and Groundwater Analytical Results TABLE 4 Oil Wells—Soil Analytical Results TABLE 5 Oil Wells -Groundwater Analytical Results TABLE 6 Oil Wells—Petroleum Hydrocarbon Fractions Analytical Results FIGURES FIGURE 1 Site Vicinity Map FIGURE 2 Site Location Map FIGURE 3 Cattle Pen—Groundwater and Soil Sample Locations FIGURE 4 Cattle Pen—Soil Sample Results-Arsenic FIGURE 5 Cattle Pen—Soil Sample Results-Toxaphene FIGURE 6 Cattle Pen—Soil Sample Results -DDT FIGURE 7 Cattle Pen—Soil Sample Results -BHC—a,13,8, FIGURE 8 Cattle Pen—Groundwater Sample Results FIGURE 9 Cattle Pen—Area of Excavation FIGURE 10 Mobile Tank Sample Locations and Results FIGURE 11 Oil Well#1 Sampling Locations FIGURE 12 Oil Well#2 Sampling Locations FIGURE 13 Oil Well#3 Sampling Locations FIGURE 14 Oil Wells—Groundwater Elevation Map APPENDICES APPENDIX A Soil Sampling Analytical Results APPENDIX B Monitoring Well Completion Reports APPENDIX C Groundwater Sampling Data Sheets APPENDIX D Groundwater Analytical Results n ii 160 6 /1111111111111111111.1111.10011111 111.11.1111.101.101 OE INTRODUCTION HSA Engineers & Scientists (HSA) is pleased to submit this limited Phase II Environmental Site Assessment (ESA) report on behalf of Lake Trafford Ranch, LLLP for the Pepper Ranch (aka Lake Trafford Ranch), located at 6315 Pepper Road, Immokalee, Collier County, Florida to Lake Trafford Ranch, LLP. This report addresses the May 2008, Phase I ESA conducted by Environmental Consulting & Technology, Inc. (ECT). The results of the Phase I ESA identified the following recognized environmental concerns: • A former cattle-dipping vat within a cattle pen. • A 500-gallon mobile diesel tank was observed on unprotected soils. • Three Active Oil Wells - Located on the western portion of the subject property are the three active oil wells. It is our understanding that aboveground storage tanks, stained soil, empty 55-gallon drums, absorbent pads, and an open can of motor oil were observed. The following sections present the results of our Phase II Environmental Assessment activities conducted. The results include (i) discussions on our findings with regard to the soil vapor survey, soil sampling and groundwater sampling (ii) quantification of the estimated costs for remediation of the negatively impacted areas SITE DESCRIPTION AND HISTORY The subject property consists of approximately 2,500 acres and is located within Sections 22, 26, 27, 28, 33 and 35 Township 46 South, Range 28 East, in Immokalee, Collier County, Florida. A site location map is shown in Figure 1 and the four areas of concern are shown in Figure 2. The subject property is subdivided into ten separate parcels with six addresses associated with the site, namely 100, 7025, 6685, 6505, 6665, and 6315 Pepper Road. The approximately 2500 acres of land is currently utilized for sod farming, improved pasture, three oil production wells, and residential land use. A large cattle pen, which is the location of the former cattle-dipping vat, is located at 7025 Pepper Road. A previous Phase I/II ESA was conducted on the subject property by Ayres Associates in 1995. The report indicated the presence of a former cattle-dipping vat with laboratory analytical results documenting Toxaphene and Arsenic above the State Cleanup Target Levels (CTLs)per Chapter 62-777 Florida Administrative Code (FAC) in the soil and groundwater. Elevated levels of total recoverable petroleum hydrocarbons (TRPH) above the CTLs were detected in soil at the three oil production wells. Samples were also collected from three other areas of concern in the Ayres report which included two pesticide staging areas and the former cattle-dipping vat maintenance area. No exceedances were reported for the sampled parameters in these three areas. The Ayres 1 1606 1111111111111111111.11.11111111.16 Associates Phase I/II ESA recommended additional assessment activities at the former cattle- dipping vat and the three oil production well sites. SITE ASSESSMENT AND DELINEATION ACTIVITIES On June 27th and 30th and July 1st, 2008, HSA conducted soil sampling, installed temporary monitor wells, and collected groundwater samples from the cattle pen area, the former mobile tank site, and the three oil well sites. Sampling was performed in general conformance with the Florida Department of Environmental Protection field sampling and laboratory analysis quality assurance protocol codified in Chapter 62-160 FAC Standard Operation Procedures for Field Activities (FDEP SOP-001/01). Listed below are (i) the summary of the results of our activities (ii) findings with regards to the soil and groundwater sampling, (iii) volumetric evaluation for remediation of the impacted soils and groundwater. In determining the volumetric quantities for estimated clean-up costs, due to time constraints, HSA considered the most conservative risk management options as stated in Chapter 62-780 FAC, using the Soil Clean-up Target Levels per Chapter 62-777 FAC for Residential property. n 1.0 CATTLE DIPPING VAT 1.1 Soil Assessment 1.1.1 Soil Sampling On June 30, 2008, HSA collected a total of forty-four (44) soil samples from twenty-one (21) locations (CP-1 through CP-21) within the interior and exterior of the cattle pen for delineation purposes and installed one monitor well (CPW-1) in the area of the former cattle dip vat. Each soil sample was collected with a stainless steel auger at a depth of 6 inches (i.e., CP-2-1) and 18 inches below land surface (bls) with the exception of the soil sample CP-1, which was collected during installation of monitor well CPW-1 at one-foot increments to a depth of 4 feet bls. The sample locations for the cattle pen are shown in Figure 3. The collected samples were submitted to Jupiter Environmental Laboratories Inc. (JEL) for analysis of Organochlorine Pesticides by EPA Method 8081 and Arsenic Metal by EPA Method 6020. All sampling activities were performed per current FDEP Standard Operation Procedures for soil sampling. The laboratory analysis results are located in Appendix A. 1.1.2 Soil Analytical Results As indicated in the laboratory analysis results and shown in Table 1, the soil sample results per parameter are as follows: 2 cg 16L1 6 Arsenic: A total of 18 soil samples exceeded the Arsenic residential SCTL of 2.1 milligram per kilogram (mg/Kg). The Arsenic concentration and sample depth in the location of CP-1-1 is 11 mg/Kg at 1 foot bls, CP-1-2 is 4.2 mg/Kg at 2 feet bls, CP-1-3 is 15 mg/Kg at 3 feet bls and CP-1-4 mg/Kg, 130 mg/Kg at 4 feet bls. For the remaining sample locations collected at depths of 6-inches designated with the number 1 (CP-2-1) and at 18-inches designated with the number 2 (CP-2-2) the analytical results for soil sample CP-8-2 at 4.9 mg/Kg, CP-12-1 at 7.0 mg/Kg, CP-13-1 at 7.8 mg/kg, CP-13-2 at 4.0 mg/Kg, CP-14-1 at 7.8 mg//Kg, CP-14-2 at 2.3 mg/Kg, CP-15-1 at 3.7 mg/Kg, CP-17-1 at 9.7 mg/Kg, CP-17-2 at 4.6 mg/Kg, CP-18-1 at 2.3 mg/Kg, CP-18-2 at 3.4 mg/Kg, CP-19-1 at 6.1 mg/Kg, CP-21-1 at 6.3 mg/Kg and CP-21-2 at 3.6 mg/Kg. The results are presented in Figure 4. Toxaphene: A total of twenty samples exceeded the SCTL of 900 micrograms per Kilogram (µg/Kg) for Toxaphene. The Toxaphene concentration and sample depth in the location of CP-1-1 is 249,000 µg/Kg at 1 foot bls, CP-1-2 is 7,600 µg/Kg at 2 feet bls, and CP-1-3 is 192,000 µg/Kg at 3 feet bls. For the remaining sample locations collected at depths of 6-inches and at 18-inches the results for soil sample CP-3-1 is 1,380i µg/Kg, CP-4-1 is 1,690i µg/Kg, CP-8-1 is 3,840 µg/Kg, CP-8-2 is 14,100 µg/Kg, CP-12-1 is 12,900 µg/Kg, CP-13-1 is 38,900 µg/Kg, CP-13-2 is 13,800 n µg/Kg, CP-14-1 is 92,900 µg/Kg, CP-14-2 is 6,480 µg/Kg, CP-15-1 is 7,610 µg/Kg, CP-16-2 is 2,740 µg/Kg, CP-17-1 is 13,700 µg/Kg, CP-17-2 is 11,900 µg/Kg, CP-18-1 is 1,440 µg/Kg, CP- 18-2 is 23,200 µg/Kg, CP-21-1 is 4,050 µg/Kg, and CP-21-2 is 10,700 µg/Kg. The remaining soil samples were below the SCTL or were below the laboratory detection limit. The results are presented in Figure 5. An"I" qualifier indicates that the reported value is less than the Practical Quantification Limit (PQL), and greater than or equal to the Method Detection Limit (MDL), meaning that although the parameter is present, the sample results cannot be quantified between MDL and PQL and the SCTL lies in this interval. 4,4'-DDT: A total of two soil samples exceeded the SCTL of 2,900 µg/Kg for dichloro-diphenyl- trichloroethane (4,4'-DDT). The 4,4'-DDT concentration and sample depth in the location of CP-1-1 is 42,800 µg/Kg at 1-foot bls and CP-1-3 is 28,200 µg/Kg at 3 feet bls. The remaining soil samples were below the SCTL or were below the laboratory detection limit. The results are presented in Figure 6. Hexachlorocylclohexane(BHC) -a, B,b,y One soil sample exceeded the SCTL of 100 µg/Kg for alpha-hexachlorocylclohexane (a-BHC). The a-BHC concentration and sample depth for soil sample of CP-1-3 is 159i µg/Kg at 3-feet bls. A total of four soil samples exceeded the SCTL of 500 µg/Kg for beta-hexachlorocyclohexane (13-BHC). The B-BHC concentration and sample depth for soil sample CP-1-1 is 1,180 µg/Kg at 3 GPO I 60 1-foot bls and CP-1-3 at 1,070 µg/Kg at 3 feet bls. For the remaining sample locations collected at depths of 6-inches and at 18-inches the results for CP-13-1 is 1,420 µg/Kg and CP-17-2 at 504 µg/Kg. The remaining soil samples were below the SCTL for Residential property or below the laboratory detection limit. It should be noted that there were samples for the parameters a, 13, 8, y—BHC that exceeded the SCTL for Leachability. The results are presented in Figure 7. 1.2 Groundwater Assessment 1.2.1 Monitoring Well On June 27, 2008, one temporary groundwater monitoring well (CPW-1) was installed by JAEE Environmental Services Inc, a licensed water well contractor, under the supervision of HSA personnel. The monitor well was installed within the cattle pen to determine the groundwater quality in the vicinity of the former cattle dipping vat (Figure 8). The one-inch monitoring well was installed to a depth of approximately 12 feet bls with a ten foot 0.010 inch slotted screen. A filter pack was placed within the annulus of the borehole consisting of 20/30 grade silica sand and extending to approximately 6 inches above the well screen. Following construction, the monitoring well was developed until the discharge water was clear of visible sediment. Well Construction Logs are included in Appendix B. 1.2.2 Groundwater Quality Field Parameters HSA personnel mobilized to the site on June 30, 2008 to collect a groundwater sample from the recently installed groundwater monitoring well. Depth-to-water measurements were collected from the monitoring well prior to sampling. The monitoring well was sampled in general accordance with the most recent SOP. A peristaltic pump equipped with polyethylene and silicone tubing was used for purging. During the purging, field parameters (pH, temperature, dissolved oxygen, specific conductance, and oxidation-reduction potential) were measured until the parameters stabilized. The pH of the average groundwater sampled was 6.32 Standard Units (SU). Temperature averaged 27.4 degrees Celsius. Specific conductance averaged 747 microSiemens per centimeter (uS/cm). Dissolved oxygen levels averaged 2.07 milligrams per liter (mg/L). Oxidation-Reduction Potential (ORP) averaged 102.8 milliVolts (mV). The color of the groundwater was noted to be clear with no apparent odor. Groundwater Sampling Data Sheets are included in Appendix C. Upon completion of purging, HSA personnel collected a groundwater sample and submitted it to JEL for analysis according to EPA Methods 8081 for Organochlorine Pesticides and 6020 for Arsenic metal. The laboratory analytical results are included in Appendix D. 1.2.3 Groundwater Analytical Results As indicated in the laboratory analysis results for monitor well CPW-1 and shown in Table 2, the pesticide constituents above the Groundwater Cleanup Target Levels (GCTL) were 4 qo 160 sumeinummt Toxaphene at 56.3 µg/L which is regulated at 3 µg/L and 13-BHC at 6.39 µg/L and regulated at 0.02 µg/L. For Arsenic, the laboratory results indicated 0.76 mg/L which exceeds the GCTL of 0.01 mg/L. The remaining parameters were either below the GCTLs or below the laboratory detection limits. 1.2.4 Remedial Options The FDEP does not enforce cleanup of cattle dip vats because of Section 376.306, Florida Statutes, which provides a broad exemption from liability for"Any private owner of property in this state upon which cattle-dipping vats are located." However, the private land owner has total exemption as long as the area is undisturbed and there is no spreading of soil or groundwater contamination. Voluntary cleanup of a vat should follow the procedures described in the Contaminated Site Cleanup Rule, Chapter 62-780 in order to receive a Site Rehabilitation completion Order (SRCO) from the Department. In the State of Florida, as of April 17, 2005, FDEP began allowing the use of Global Risk-Based Corrective Action(RBCA) per Chapter 62- 780 F.A.C. at regulated sites. Global RBCA provides a framework to close impacted sites using a variety of remedial and regulatory options that are cost-effective, but which still protect human health and the environment. For the purpose of this report, HSA was requested to use the most conservative approach by quantifying the impacted soil that would need to be excavated and properly disposed of in a regulated landfill. The area of excavation and classification of the impacted soils is shown in Figure 9. HSA assumed that the soil concentrations attenuated within approximately 10 feet of the cattle gates. Listed below are the calculations for the estimate cost for remediation of the cattle pen. Soil Remedial Cost for Cattle Dipping Vat Soil Estimated Excavation and Landfill Engineering/ Estimated Classification Tonnage Trucking Disposal Laboratory Fees Cost Non-Hazardous 1,031 $20,000-$25,000 $25,000-$32,000 $42,000 $99,000 Hazardous 436 $175,000-$185,000 $76,000-$85,000 $20,000 $290,000 *The estimated costs are based on current fuel prices. The total estimated cost for excavation, removal, and disposal of the impacted soils is approximately $389,000. HSA assumed that soils above the "20 times" rule were hazardous. This is likely or a conservative assumption. The nearest hazardous waste facility is located in Alabama. Given the nature of the chemicals of concern, natural attenuation or the use of institutional control or groundwater after soil remediation may allow groundwater to be restored without active remediation. Nevertheless, following the removal of the impacted soil, costs for groundwater remediation have been prepared assuming that the timeframe for natural attenuation is too long and institutional controls are not used. Hence, HSA recommends groundwater remediation at the site consisting of the ex situ physical/chemical treatment technologies 5 GP 16116eeenevetiereeeetipoommuldwo involving ion exchange and a multi-state, activated, carbon adsorption filtration system. The estimated cost for design, installation and operation of this type of remediation system is estimated at a range of$300,000 to $500,000. Therefore the total combined estimated cost for the soil removal, groundwater remediation and assessment activities is$889,000. 2.0 FORMER MOBILE ABOVE GROUND DIESEL TANK According to the May 2008 Phase I ESA conducted by ECT, an approximately 500-gallon diesel above-ground storage tank (AST) was observed adjacent to the cattle pen. Mr. Gene Hearn identified the location of the former AST. Stained soil and stressed vegetation were observed in the vicinity of the former AST. To determine if the AST may have impacted the subject property, HSA conducted auger borings for field sampling with an organic vapor analyzer (OVA) in the area where stained soil was observed, collected one discrete soil sample, and installed a temporary monitor well for groundwater sampling for laboratory analysis. 2.1 Soil Assessment 2.1.1 Organic Vapor Analyzer(OVA) Sampling&Results Soil samples were evaluated for evidence of stains and odor and with an organic vapor analyzer to determine any volatile organics in the collected soils. The soil borings were conducted by advancing a 4-inch hand auger into the soil to a maximum depth of 5 feet bls with soil samples collected at one-foot intervals. Samples obtained during our field-sampling program were analyzed in the field using an organic vapor analyzer (OVA) in accordance with Chapter 62- 770.200, FAC., to determine the volatile organic content of the soils by way of a soil-gas analysis. Samples obtained from our site investigation were tested for volatile organic content using a Foxboro TVA 1000 OVA, calibrated with methane. The soil samples were screened for both hydrocarbon vapors and background levels of methane gas, which can occur as a product of the decomposition of organic materials. This screening was performed by using the OVA without and with an in-line granular activated carbon filter, respectively. The carbon filter eliminates all organic vapors except methane from reaching the detector. The OVA's intake probe was inserted through an aluminum foil seal to measure the soil gas headspace. The filtered OVA readings were subtracted from the unfiltered OVA readings to obtain the net hydrocarbons present in the soil headspace. Groundwater was determined at 4 feet below ground surface. The OVA findings for the first auger boring (AB-1) indicated a maximum value of 640 parts per million (ppm) at one foot bls. For auger boring (AB-2), OVA headspace screening results indicated there were less than 10 ppm readings for all depths. The sample locations are shown in Figure 10. 6 1606 orlemanompsmommeo le 2.1.2 Soil Sampling&Analytical Results HSA collected one discrete soil sample in the location of the highest OVA reading in the vicinity of the aboveground fuel tank and analyzed in the laboratory according to EPA Methods 8020 for low-volatile organics, 8100 for Polynuclear Aromatic Hydrocarbons and FLPRO for total recoverable petroleum hydrocarbons. The laboratory findings of soil sample MT-1 are presented in Table 3 and located in Figure 10. TRPH was detected at 13,000 mg/Kg which is above the SCTL of 460 mg/Kg for residential property. The remaining soil samples indicated above the SCTL for Leachability were 1- methylnaphthalene at 16.9 mg/Kg, 2-methylnaphthalene at 23.6 mg/Kg, m,p-Xylene at 1.56 mg/Kg, o-Xylene at 1.36 mg/Kg,and Naphthalene at 5.21i mg/Kg. 2.1.3 Groundwater Sampling&Analytical Results A monitoring well was installed where the OVA reading exceeded the standard to determine if groundwater has been impacted (Figure 10). During the purging, field parameters (pH, temperature, dissolved oxygen, specific conductance, turbidity, and oxidation-reduction potential) were measured until the parameters stabilized. The average pH of the sampled groundwater was 6.76 SU. Temperature averaged 32.9 degrees Celsius. Specific conductance averaged 505 uS/cm. Dissolved oxygen levels averaged 4.78 mg/L. ORP averaged 70.3 mV. The color of the groundwater was noted to be dark with a slight odor. Groundwater Sampling Data Sheets are included in Appendix C. Upon completion of purging, HSA personnel collected a groundwater sample and submitted them to JEL for analysis of EPA methods 8020 for low volatile organics, 8100 for Polynuclear Aromatic Hydrocarbons and FL-PRO for total recoverable petroleum hydrocarbons. The laboratory fmdings for MTW-1 are presented in Table 3, and indicate that all parameters were either below the GCTL standards or laboratory detection limits. 2.1.4 Remedial Options To remediate the former AST site, HSA recommends the excavation and removal of the impacted soils to be the most cost-effective remediation method. A maximum area of 10 feet by 10 feet by 4 feet should be excavated for removal and proper disposal. OVA analysis should be conducted during the excavation activities followed by clearance sampling. An estimated cost for remediation of the former AST site is approximately$3,000. 7 1606 11.11.111110.11.111.1 P"N 211 3.0 OIL WELL SITES On June 29, 2008 HSA mobilized on-site to collect soil and groundwater samples for laboratory analysis at each of the three oil well sites. Each oil well site was designated a number for identification purposes and are shown on the USGS topographic map in Figure 2. At the time of the site visit, only Oil Well#3 was operational. Following the determination of the groundwater flow direction 10 temporary groundwater monitoring wells (MW-1 thru MW-10) were installed by JAEE Environmental Services Inc, a licensed water well contractor, under the supervision of HSA personnel. The ten monitor wells were installed using the direct-push method within each oil well site to determine the groundwater quality and flow direction. The monitor well construction details for each well are provided in Appendix B. Each one-inch monitoring well was installed to a depth of approximately 12 feet bls with a ten foot 0.010 inch slotted screen. A filter pack was placed within the annulus of the borehole consisting of 20/30 grade silica sand and extending to approximately 6 inches above the well screen. A seal was placed above the filter pack consisting of 30/65 grade silica and extending approximately 6 inches. Following construction, the monitoring well was developed until the discharge water was clear of visible sediment. /'\ Listed below are the laboratory analytical results for the soil and groundwater sampling at each Oil Well site followed by the recommended remediation methods. 3.1 Oil Well#1 3.1.1 Soil Sampling&Results On June 27th, 2008,HSA collected soil samples SS-14 through SS-19 at specific areas of concern identified within the Oil Well #1 site (Figure 11). The areas of concern included two areas where 55-gallon drums are stored on unprotected soils and stained soil was observed, the oil/water separator, the oil well pump jack, within the containment area of the four 400 barrel (bbl)ASTs and at the transfer pump. According to the laboratory analytical results, two of the six soil samples, SS-16 and SS-18 contained concentrations for TRPH above the residential SCTL of 460 mg/Kg. Both samples were collected from the areas where the 55-gallon drums were stored. Soil sample SS-16 contained TRPH at 15,900 mg/Kg and SS-18 at 982 mg/Kg. Soil sample SS-18 also had levels exceeding the SCTL for Leachability for 1-methylnapthalene at 63.9 mg/Kg, 2-methylnapthalene at 79.8 mg/Kg, and Naphthalene at 30.6 mg/Kg. The remaining constituents were either below the SCTLs or laboratory detection limits. The laboratory findings for these soil samples are presented in Table 4. 8 C'q 160 0 somemimupownemuloap IM 3.1.2 Groundwater Sampling &Results Three temporary monitor wells were installed within Oil Well site #3. The monitor wells were placed in the area of the oil well pump jack (MW-8), the transfer pump (MW-9), and one down gradient well just southwest of the ASTs (MW-10) (Figure 11). During the purging, field parameters (pH, temperature, dissolved oxygen, specific conductance, turbidity, and oxidation- reduction potential) were measured until the parameters stabilized. The average pH of the sampled groundwater was 6.61 SU. Temperature averaged 29.5 degrees Celsius. Specific conductance averaged 1307 uS/cm. Dissolved oxygen levels averaged 0.74 mg/L. ORP averaged -29.6 mV. The Turbidity averaged NTU. The high levels were due to the installation of temporary wells. The color of the groundwater was noted to be cloudy to clear with none to a slight odor. Groundwater Sampling Data Sheets are included in Appendix C. Upon completion of purging, HSA personnel collected the groundwater samples and submitted them to JEL for analysis of EPA methods 8021 for semi-volatile organics, 8100 for Polynuclear Aromatic Hydrocarbons and FL-PRO for total recoverable petroleum hydrocarbons, and Chloride. The water quality data sheets are located in Appendix C followed by the laboratory analytical results in Appendix D. The laboratory results for MW-8 through MW-10 indicate only Chloride in monitor well MW-8 at 420 mg/L exceeded the GCTLs of 250 mg/L. The remaining constituents were either below the GCTLs or laboratory detection limits. The laboratory results are presented in Table 5. 3.2 Oil Well#2 3.2.1 Soil Sampling&Results On June 27th, 2008, HSA collected soil samples SS-8 through SS-13 at specific areas of concern within the Oil Well #2 site (Figure 12). The areas of concern where samples were collected included the oil/water separator, the oil well pump jack, within the containment area of the four 400 bbl AST's, an area where contaminated soils had been stored in the past, and at the transfer pump. According to the laboratory analytical results, two soil samples, SS-9 at 3,330 mg/Kg and SS-12 at 1,010 mg/Kg were above the SCTL for TRPH. The soil sample SS-9 was collected from within the containment area in front of the above ground tanks and soil sample SS-12 was collected from behind the oil well pump jack where stained soil was observed. The remaining constituents were either below the SCTLs or laboratory detection limits. The laboratory findings for these soil samples are presented in Table 4. 0,0 9 1 6 Eif moiliggprom 3.2.2 Groundwater Sampling Results Three temporary monitor wells were installed within Oil Well #2 site. The monitor wells were placed in the area of the transfer pump (MW-5), one down gradient well northwest of the well head(MW-6), and the oil well pump jack(MW-7) where stained soil was observed(Figure 12). During the purging, field parameters (pH, temperature, dissolved oxygen, specific conductance, turbidity, and oxidation-reduction potential) were measured until the parameters stabilized. The average pH of the sampled groundwater was 6.65 SU. Temperature averaged 27.9 degrees Celsius. Specific conductance averaged 1232 uS/cm. Dissolved oxygen levels averaged 0.63 mg/L. ORP averaged -20.7 mV. The Turbidity averaged 17.7 NTU. The color of the groundwater was noted to be light yellow to clear with none to a slight odor. Groundwater Sampling Data Sheets are included in Appendix C. Upon completion of purging, HSA personnel collected the groundwater samples and submitted them to JEL for analysis of EPA methods 8021 for semi-volatile organics, 8100 for Polynuclear Aromatic Hydrocarbons and FL- PRO for total recoverable petroleum hydrocarbons, and Chloride. The laboratory results for MW-8 through MW-10 indicate only Chloride in monitor well MW-5 at 270 mg/L exceeded the GCTL's of 250 mg/L. The remaining constituents were either below the GCTLs or laboratory detection limits. The laboratory results are presented in Table 5. 3.3 Oil Well#3 3.3.1 Soil Sampling&Results On June 27`h, 2008, HSA collected soil samples SS-1 through SS-7 at specific areas of concern within the Oil Well #3 site (Figure 13). The areas of concern where samples were collected included the oil/water separator, the oil well pump jack, within the containment area of the four 400 bbl AST's, an area where contaminated soils had been stored in the past and at the transfer pump. According to the laboratory analytical results, soil sample SS-5 at 3,320 mg/Kg was above the SCTL for TRPH for residential property. Soil sample SS-5 was collected from within the containment area in front of the oil/water separator. Soil sample SS-6 indicated TRPH at 395 mg/Kg which exceeded the SCTL for Leachability of 340 mg/Kg. The remaining constituents were either below the SCTLs or laboratory detection limits. The laboratory fmdings for these soil samples are presented in Table 4. 10 (>10 1 6 0 6 3.3.2 Groundwater Sampling Results Four temporary monitor wells were installed in Oil Well site#3. The monitor wells were placed in the area of the transfer pump (MW-1), the oil well pump jack (MW-2), the area south of the AST, where contamination had been previously identified (MW-3), and one down gradient well north of the oil/water separator (MW-4) (Figure 13). During the purging, field parameters (pH, temperature, dissolved oxygen, specific conductance, turbidity, and oxidation-reduction potential) were measured until the parameters stabilized. The average pH of the sampled groundwater was 6.79 SU. Temperature averaged 27.4 degrees Celsius. Specific conductance averaged 1772 uS/cm. Dissolved oxygen levels averaged 1.62 mg/L. ORP averaged 27.3 mV. The Turbidity averaged 12.2 NTU. The color of the groundwater was noted to be clear with no order in three of the wells and a strong odor in MW-2. Groundwater Sampling Data Sheets are included in Appendix C. Upon completion of purging, HSA personnel collected the groundwater samples and submitted them to JEL for analysis of EPA methods 8021 for semi- volatile organics, 8100 for Polynuclear Aromatic Hydrocarbons and FL-PRO for total recoverable petroleum hydrocarbons, and Chloride. The laboratory results for MW-1 through MW-4 indicate elevated levels of TRPH in MW-2 at 7.42 mg/L and Chloride at 970 mg/L which exceed the GCTL of 5 mg/L for TRPH and 250 mg/L for Chloride. Monitor well MW-3 indicated Chloride at 310 mg/L which exceeded the GCTL. The laboratory results are presented in Table 5. 3.3.3 Petroleum Hydrocarbon Fractionation The laboratory analysis results for the five soil samples collected within the three Oil Well sites indicated TRPH in the soils above the default residential SCTL. Laboratory analysis of representative TRPH samples was conducted using the MAVPH and MAEPH test methods. These two test methods are components of the MADEP Fraction regulatory CTLs. Total recoverable petroleum hydrocarbons (TRPH) are a term used to describe a large family of several hundred chemical compounds that originally come from crude oil. Since only some of the chemical compounds constitute a human health risk, the Florida Department of Environmental Protection's SCTLs for TRPH are based on a two-tiered approach. If the default SCTL is exceeded, then the TRPHs may be sub-classified so that each fraction is compared to its respective fraction-specific SCTL. To determine the aliphatic and aromatic range of the TRPH identified on site, the following representative samples were analyzed. From Oil Well #1 soil sample SS-16 collected from the soil beneath the 55-gallon drums located on the containment area berm. From the Oil Well #2 site, soil samples SS-9 and SS-12 were collected from within the containment area in front of the ASTs and from behind the pump well jack, respectively. From the Oil Well #3 site, soil sample SS-5 was collected from the front of the oil/water separator. As shown in Table 6, soil sample SS-16 at 1,200 mg/Kg for C11-C22 Aliphatics 11 k 1 6 El 6 rixtrautiggimissi exceeded the TRPH Fraction SCTL for Leachability of 1,000 mg/Kg. The remaining samples were below the SCTLs. 3.3.4 Water Table Survey and Site Groundwater Flow Direction On June 27, 2008, following the installation of the first three monitor wells and one peizometer within Oil Well #3 site, groundwater levels were surveyed to determine the groundwater flow direction. A relative benchmark elevation of 13.02 feet NGVD was measured from the top of the southeast corner of the oil well pump jack pad. The groundwater elevations are shown in on the site map in Figure 14. The groundwater flow was determined in a northwesterly direction. 3.4 Remedial Options 3.4.1 Oil Well#3-Petroleum For the area of Monitor Well MW-2 where TRPH was identified in the groundwater above the GCTL,HSA recommends additional assessment activities to determine the source area follow by a combination of excavation, removal, and treatment/disposal of the impacted soils. Following the removal of the soils, the groundwater should be treated through aeration and bio- enhancement. Following the remediation, clearance sampling should be conducted to verify that the contaminants have been removed. In addition, HSA recommends that all obvious stained soil observed around the pump well jacks and 55-gallon drums should be excavated to a minimum depth of 6-inches. A conservative estimate for the remediation of the petroleum impacted soil and groundwater would range from $35,000 to $50,000. 3.4.2 Oil Well#1, #2 and#3- Chlorides The groundwater assessment data indicate that the groundwater is impacted above the default GCTLs for Chloride for monitor well MW-8 within the Oil Well #1 site, monitor well MW-5 within the Oil Well#2 site and two monitor wells MW-2 and MW-3 within the Oil Well#3 site. In situ remedial options, including bioremediation, application of oxidizing/reducing chemicals, etc. are not feasible because of the nature of the contaminant. Chloride is not amenable to volatilization, sorption, reduction, oxidation, or biodegradation. Natural attenuation and/or the use of institutional controls would be the most cost-effective method for remediation. Active remediation methods would consist of a combination of pump and haul, or reverse osmosis remediation. The estimated cost for groundwater extraction and treatment is approximately $250,000 per well site. /'\ 12 • 1606 .......„,„,,,,..... .......r. _ ....„_„... 4.0 CONCLUSIONS AND RECOMMENDATIONS HSA was requested to conduct a Limited Phase II Environmental Assessment for the +/- 2,500- acre Pepper Ranch prior to a real estate transaction. The objective of the Limited Phase II Environmental Assessment was to address the recognized environmental concerns identified in the Phase I ESA conducted by Environmental Consulting & Technology, Inc. (ECT), dated May 2008 and to provide a cost estimate for remediation activities if warranted. This objective was met through soil and groundwater sampling for the purpose of obtaining analytical data. Due to time constraints, HSA provided the most conservative remediation methods and cost estimates. Cattle Pen HSA collected 44 soil samples at varied depths from twenty-one sample locations within and along the outside perimeter of the cattle pen and installed one temporary monitor well in the location where the highest levels of contaminants were previously identified in 1995. The samples were analyzed by a laboratory for Organochlorine pesticides and Arsenic Metals. The soil analytical results indicated levels of Toxaphene, Arsenic, DDT and a, B, S, y — BHC that were above the SCTLs as regulated by Chapter 62-777 F.A.C. The groundwater analytical results indicated Arsenic, Toxaphene, and B — BHC above the GCTLs. The FDEP does not enforce cleanup of cattle dip vats because of Section 376.306, Florida Statutes,which provides a broad exemption from liability for "Any private owner of property in this state upon which cattle-dipping vats are located." However, voluntary cleanup of a vat can be selected using the procedures described in the Contaminated Site Cleanup Rule, Chapter 62-780 in order to receive a Site Rehabilitation completion Order(SRCO) from the Department. The total estimated cost for excavation, removal, and disposal of the impacted soils is approximately $389,000. Given the nature of the chemicals of concern, natural attenuation and/or the use of an institutional control after soil remediation may allow groundwater to be restored without active remediation. The estimated cost for design, installation and operation of a groundwater remediation system is estimated at a range of$300,000 to $500,000. Therefore the total combined estimated cost for the soil removal, groundwater remediation and assessment activities is $889,000. This cost could greatly be reduced using natural attenuation or an institutional control. HSA recommends that additional environmental activities be conducted in an effort to reduce the remediation costs. Former Mobile Above Ground Diesel Tank HSA conducted field analysis with an Organic Vapor Analyzer in the area of the former mobile fuel tank. OVA headspace screening results indicated the highest reading of 640 ppm. To verify the OVA results, one discrete soil sample was collected for laboratory analysis. Analytical results indicated TRPH which is above the SCTLs for Residential property and 2- methylnapthalene, Ethylbenzene, m, p-Xylene, o-Xylene, and Naphthalene above the SCTL for is- 3 13 1 6 0 6 rommimponme Leachability. To determine if the groundwater was negatively impacted, one temporary monitoring well was installed on the subject property. As indicated in the laboratory analysis results, all petroleum constituents tested in monitor well MW-1 were either below the GCTLs or the laboratory detection limits. To remediate the former mobile AST site, HSA recommends the excavation and removal of the impacted soils to be the most cost effective remediation method. A maximum area of 10 feet by 10 feet by 4 feet should be excavated for removal and proper disposal. An estimated cost for remediation of the former AST site is approximately$3,000. Oil Wells Sites HSA collected 19 discrete soil samples, determined groundwater flow direction, installed 10 temporary monitor wells, and collected groundwater samples from the three oil well sites identified as Oil Well#1,#2 and#3. Soil samples were collected from the areas of most concern such as the transfer pumps, oil well pump jack,within the containment areas around the crude oil tanks, the oil/well separators, and where stained soils were observed. Laboratory analysis was conducted for all samples using EPA Methods 8021 for semi-volatile organics, 8100 Polynuclear /'t Aromatic Hydrocarbons, FLPRO for Total Recoverable Petroleum Hydrocarbon, and Chloride (groundwater). Once the laboratory results were verified, four of the representative TRPH samples using the MAVPH and MAEPH test methods were conducted. These two test methods are components of the Direct Exposure and Leachability Soil CTLs for TRPH Fractions Identified Using the MADEP Methodology. The analytical results for the 19 soil samples indicated TRPH was the only constituent indicated above the SCTL. Laboratory analysis was conducted for four representative TRPH samples using the MAVPH and MAEPH test methods. The results for three samples were below the FDEP calculated SCTLs for TRPH Fractions and for soil sample SS-16, collected from the stained soil beneath the 55-gallon drums in Oil Well#1 site, the results were above the SCTL for Leachability. The analytical results for groundwater indicated for monitor well MW-2 located on the east side of the oil well pump jack of Oil Well #3 site, the petroleum constituent TRPH at 7.42 mg/L in which is above the GCTL of 5 mg/L and Chloride at 970 mg/L which exceeded the GCTL of 250 mg/L. Chlorides were also exceed in monitor wells MW-3 at 310 mg/L, located in Oil Well #3; MW-5 at 270 mg/L, located in Oil Well#2; and monitor well MW-8 at 420 mg/L in Oil Well #1. 14 C� A0 1 6 0 6 .........., m---... Remedial Options Petroleum Constituents For the area of Monitor Well MW-2 TRPH was identified in the groundwater above the GCTL. HSA recommends additional assessment activities to determine the source area follow by a combination of excavation, removal, and treatment/disposal of the impacted soils. Following the removal of the soils, the groundwater should be treated through aeration and bio-enhancement. Following the remediation, clearance sampling should be conducted to verify that the contaminants have been removed. In addition, HSA recommends that all obvious stained soil observed around the pump well jacks and 55-gallon drums should be excavated to a minimum depth of 6 inches. A conservative estimate for the remediation of the petroleum impacted soil and groundwater would range from$35,000 to $50,000. Chloride The groundwater assessment data indicate the groundwater is impacted above the default GCTLs for Chloride within each Oil Well site.Natural attenuation and/or the use of institutional controls are the most cost-effective methods. Active remediation may include a combination of pump r, and haul or reverse osmosis remediation. The estimated cost for groundwater extraction and treatment is approximately$250,000 per well site. HSA appreciates the opportunity to be of service to you. Should you have any questions after reviewing this approach,please feel free to contact our office at 239-936-4003. Sincerely, HSA Engineers & Scientists 4; //- U 2--____ Roxanne Gause P.E. Richard Lewis,Ph.D., P.E. Environmental Project Manager Principal Engineer 15 , • 160 6 TABLES _ ___ 16136 .4 N}o \ 1, �P on •c M r. 91p4 s v,4 en o E- i1 d aI +S = s N '. 2 w • NN E-, �../ .7 r N 1 G U W O O p' r1�1.1 V. ry EL' u h '4 i ca D J.I� 5 G e AS, G �0 i aQ cl R Z L C L V 7, G a M O v -20 QV 1 C b O > N a J� w a Pb b E -2-4 O - .2OS � N C.) . O O F Vo c .2 4�4 .iH E a • `ga d a .8 - NE o v ecEg " 3v >o m E .8 . vv ECa 3 F 9 E .i ` oo c _z vim, e7 4 e. E _ .. 7 : v, i• O m' u 0,_ re4Q O� �i O 2 ^ b i C O vNi h,h N';. N 4 8 n m O^ b 8 O OI000 .O. F.^.'!,_ Q s O i O N r ^N O C (. CO N o m .b-: .�.. ....^4 .,•••2 .1..... a.N.,v N v H .N..IN V.,.;',"T Q'R.V `,n T r- ".. N O C� O o O. N n t '^ M ,, N .: 1 6 0 6 ___ .\\\\(--;\ ��J O ,3, ci. .. ,t).`y, O 0 00 00 M 7 N th Ic5 a Yr N .r O .NO It N tt1 -i O .G a )0i., ti a 41. N N 'Q o M '0 2 W ., o 0 O w a 0 a) Par--t-.0,, o cp c N c o t- c o 0 0. in rn cd O 4 o› N ai. v dbM a ..- T';Pa 1-1 d o `" QrT �� o � o o .o .0 d - o PaT lP `' © 0 0)au1 J a a 0 rP� - pa Q 0 _ Pa ' 0O N cO 0 00 r � c,srsi N' bk " Oy � N M 04 Or „ 7,:, 'O C N L 0., a P Fda % 4, ° F. Cha .1.j) o. 0 1 „ Pa se `? O Ov o 00 moi rf� rN N 00 N O_ N Ca .- E. `13 o p , v Ye cH 8 03 :: 4) -08 3 w .ti O r a O <,:, oM 3 O x \O O 00 �vj p N 27 N 0 rr N a 6 r3 E o o ^aCC m ti Uii p O0° j C O Fr 00 00 00 00 v) ', 0 ',gO') 01) b) j Q 371 • °1 E E v N w ° - C g N '0 U C O ` 4. U 2 .5. W `-7 r Z' .. _ .. 3 y Po L H ca 0 00 00 3 U U " a 0 cn F a ^ b al a 4. r. Z O a (I/ V U U .7-.,0 N5 G 9b0Q 3 -1 2 -oH1WaWFU C U O O Q0 / Gd O ,. "' G ° VWaAte0 b _i L, F,,, = fxO ot IIZ * at U E . II O 160 TABLE 4 Pepper Ranch Phase II Oil Wells-Soil Analytical Results HSA Project Number: 75-28302 PARAMETER 0 '� `Y� efi ��fi ��4 2,.'S �{le tiv ti` o ,� ` <{,..: 2_\'6 Sample Site I.D. mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg SS-1 69.0 U(0.00040) U(0.00050) U(0.00030) U(0.025) U(0.030) U(0.032) U(0.025) SS-2 242 U(0.00040) U(0.00050) U(0.00030) U(0.024) U(0.028) U(0.031) U(0.024) SS-3 79.1 U(0.00040) U(0.00050) U(0.00030) U(0.023) U(0.027) U(0.029) U(0.023) Oil Well #3 SS-4 8.59 U(0.00040) U(0.00050) U(0.00030) U(0.024) U(0.029) U(0.031) U(0.024) SS-5 3,320 U(0.00040) U(0.00050) U(0.00030) U(0.116) U(0.138) U(0.151) U(0.117) SS-6 395 U(0.020) U(0.025) U(0.015) U(0.024) U(0.028) U(0.031) U(0.024) SS-7 5.12 NA NA NA NA NA NA NA SS-8 320 U(0.020) U(0.025) U(0.015) U(0.024) U(0.029) U(0.031) U(0.024) SS-9 3,330 U(0.00040) U(0.00050) U(0.00030) U(0.459) U(0.547) U(0.597) U(0.461) Oil Well SS-10 39.3 U(0.020) U(0.025) U(0.015) U(0.022) U(0.026) U(0.029) U(0.022) #2 SS-11 10.9 U(0.00040) U(0.00050) U(0.00030) U(0.023) U(0.028) U(0.030) U(0.023) SS-12 1,010 U(0.00040) U(0.00050) U(0.00030) U(0.024) U(0.028) U(0.031) U(0.024) - SS-13 10.7 NA NA NA NA NA NA NA SS-14 16.7 U(0.00040) U(0.00050) U(0.00030) U(0.023) U(0.027) U(0.030) U(0.023) SS-15 14.5 U(0.00040) U(0.00050) U(0.00030) U(0.023) U(0.027) U(0.030) U(0.023) Oil Well SS-16 15,900 U(0.00040) U(0.00050) U(0.00030) U(0.444) U(0.529) U(0.577) U(0.446) #1 SS-17 11.0 U(0.00040) U(0.00050) U(0.00030) U(0.023) U(0.028) U(0.030) U(0.023) SS-18 982 0.006 0.037 0.384 63.9 79.8 1.72 30.6 SS-19 30.3 U(0.00040) U(0.00050) U(0.00030) U(0.024) U(0.029) U(0.032) U(0.025) Soil Residential 460 1,500 130 200 210 2,600 55 Cleanup Commercial 2,700 9,200 700 1,800 2,100 33,000 300 Target Levels Leachbability 340 0.6 0.2 3.1 8.5 160 1.2 Notes: Sample Date-June 27,2007 SCTL- Soil Cleanup Target Levels The full list of analytes are included in the full lab report attached in the appendix mg/Kg-milligrams per kilogram NA-Not analyzed MDL-Method Detection Limit U(MDL)-Indicates the analyte was not detected above the method detection limit i-Indicates that the reported value is between the laboratory detection limit and the practical quantitation limit Bold values exceed SCTL-Chapter 62-777 FAC,Soil and Groundwater Cleanup Target Levels(April,2005) CA 6 1613.„ ,..., Y .„ — ,,c, _ _ , .) ..„ ,c) en ,13 O - O O O - O N O O N O O O O O O O O O O 0 �a �0 s.0 .- sr6 ,'� o 0 0 0 o o 00 0 0 0 0 0 \ 5 0 0 0 0 0 0 0 0 0 0 O o O o •0 0 0 0 0 o O o \ rtr O 7 o rrrr per) - O 4 N N M M N n 2 M 0 0 ',7;,,! 0 0 0 ,,,=z'; 0 0 CO 0 a 5 o 0 0 0 0 0 0 0 (3 rC� E �_ Ori M N NF. N O e - O ai g a ��'e F4 N a"'' O ON et Vl To S '�,{ rra op rn l0 N 7 N v) 0 45 £-' O r O O O O O O CC: erg ti+ Ja Q ,.. 2 co Kra K7, II e`I I N O N v1 N N h ON N vl CD �rr a O O r O O CO O r '71- W an IN. Qali O O O C O O C O O C C mai 0.'4\ a a N �a o 0 O Vl O O O O O O O O N 4''' a = a a,) �1 p IT0 p o 0 0 0 0 0 0 0 0r y C. "I a •a ro 0., 0 0 b r0 0 t•••°M° 0 0, o 8 .a C,0 2 0 ,iO o 0 0 0 ,..,i o o m rra 4' . 7../00J. o ... o ••- o 0 0 cs, 0 ..cz, x E Y p M Qoi M M M M M O = ❑ R N Irl2-2 a o �0 o t� O o o o • N 0 o .j rP o• O o Y E ?I Y -o o f:, fJ O O O O O O O O O 5. a •r , N r N N N N N N N No G d' et 7 et d: 7 O ff. Y o -b- O o O O O co O co o r ) 'g .fl C7 arr O a �Ip� 0 0 0 ... 0 0 0 0 0 0 0 > o 'o l� l� l� l� l� l�p. [� l� l� O 0. O A v� alra 0 0 0 0 0 0 0 0 0 b �, C) 9l w �� N N N N N N N N o Y n N a N N N N N N N o N N O p N V1 Vl h V1 V'1 Vl Vl V1 O 8 A O O O O O O O l� O O .�' I' r 'O N 1IH1I ! 1 61) 6 TABLE 6 Pepper Ranch Phase II Oil Wells-Petroleum Hydrocarbon Fractions Analytical Results HSA Project Number: 75-28302 PARAMETER 1G9 '`tiG� `�G� aCtiGs ��GO L�~G� Sample 440 G�� Gtio4' G�tiF� Gti� G� 0�� Location I.D. Units �� G� G0) Gc) GAS 0) co) Oil Well#3 SS-5 mg/Kg 3,320 0.009i 0.08 0.005i 4.40i 14.0i 4.70i SS-9 mg/Kg 3,330 0.006i 0.036 0.003i 380 150 12.0i Oil Well#2 SS-12 mg/Kg 1,010 0.006i 0.025 0.003i 4.30i 39.0 1.90i Oil Well#1 SS-16 mg/Kg 15,900 0.006i 0.035 0.003i 1200 840 170 Residential 460 7,100 560 1,700 1,800 42,000 2,900 SCTL Commercial/Industrial 2,700 38,000 3,400 11,000 15,000 280,000 21,000 Leachability 340 960 380 31,000 1,000 NH 140,000 Notes: The full list of analytes are included in the full lab report attached in the appendix mg/Kg-milligrams per kilogram i-Indicates that the reported value is between the laboratory detection limit and the practical quantitation limit Bold values exceed SCTL-Chapter 62-777 FAC,Soil Cleanup Target Levels(April,2005) (Technical Report:Development of Cleanup Target Levels For Chapter 62-777,F.A.C.February,2005) CA 7 Y 1 6 0 siummErY`"±90 FIGURES 0 .. 1 a _a 1.. A ic iN 5 r az 1606 IL_ tip.r' ........_ ....... till ..i,g i IV, 41E1 Ate.------ . ..,.. .t.• MI - ...' I • r.0 I'. II 1E1 . i.i. .1.11... % . .. 4' •. . ' _. .. ,.- ... IPM11111111111g - .. - .. HENDRY ' 1 .m.. . - — ..1I ..... .11.• villIMP IliNI .I. I.1 limitki F. :1 I • I I. - 4-. ' 1 82 '' -IL- .--- :_ - -46-- -- • ..:'- '====-..L• .- __ .--/ — —Fr .., . ..-, _ . LEE . • VLORID A .... „. ...1a... • .. _ .. • ..... • _,... , Subject Property N .. ... _ ....4i-._ _ 850 -,., ... .... _ _ai . .. .., ... ._ . .t• 4 . . 0.• 2Q ' 1 "- Yr --- - -144cri oka I. e • . --•• 1. - •q•ht i.___I , .... _ • ____ _ • Immok z- ee — '•:.--• - — —_ • _ _. _ . :de._ ...-... _ ... .,.. 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DESIGNED:DRAWN: SMB DATE- #:: SHEET TITLE SMB 75-28302 --mos— ....---- Pepper Ranch Site Vicinity — .. 6315 Pepper Road 07/03/2008 OMI UMap Immokalee, Collier County, Florida CHECKED: CAD #: ENGINEERS 8c SCIENTISTS GLW 1520 ROYAL PALM SO SUITE 260, FORT MYERS,FL 33919 TEL: (239)936-0789 Figure 1 P`A°') 16D 6 . , 1 i ...... _ ,,,,,, ........._, _ ,...., ;., ._ 4. "1.; A -,,, 4.4;' 3. A. w... +r . { ..._ m a 4 � r 4 3 N. i N s4. .. aiY- •.tls _ i ti fF y x 2 1 22 l - . 22 3 .,, i 1? , E E x - _ vl2 l a e en, i 1 E.�,� } Y 4 M a, r P 8 • „,,,- Ass.0°.."""""""""'N Oil Well#2 y i •ti , c as DESIGNED: JOB #: SHEET TITLE SMB 75-28302 III S A Site Location Pepper Ranch DRAWN: DATE: Map 6315 Pepper Road SMB 07/03/2008 Immokalee, Collier County, Florida CHECKED: CAD #: ENGINEERS & SCIENTISTS GLW 1520 ROYAL PALM SO.SUITE 260, FORT MYERS,FL 33919 TEL: (239)936-0769 Figure 2 1 - -; . - ,... = , , . .:.i . , ..„. , , _ , _ ..„ .,,,,,,,,, , , _ . .„ 41 ,,,,ev, _ , . - , r - -4 _ice ,. -- _ms s ' ,1,k _ X y- .. .. '. _A,-4w p ' i ...:- a z . - 4 - f /1101 �.:" rs. e - .- ' _.- - .- r % i 5 .`s r _i AAs. Y. { •;� .. w.G`f�1tV '' 1 �:. iP _ . :a„,, -1 - =5 .4 h __,.., , , ,,,, , . _ _, *I, 2 - ,. a ... 4.. : -Jr 1- J z. . 0`, I: .. .r kfc a , T as �! # LEGEND ; ' ' * m Groundwater Sample Locations-07/01/2008 0 Soil Sample Locations- ;: s A. _. pg 06/30/2008 4 -11 , .. 0 15 30 ' ti _ x #. SCALE:1"=30' a.. s DESIGNED: JOB #: srI SMB 75-28302 Pepper Ranch —� CattleEETnnE Pen 6315 Pepper Road DRAWN: DATE: 07/03/2008 Groundwater SMBism HS A and Soil Sample Immokalee, Collier County, Florida CHECKED: CAD #: ENGINEERS & SCIENTISTS Locations GLW 1520 ROYAL PAU/SO.SUITE 260, FORT MYERS,FL 33919 TEL: (239)936-0789 Figure 3 • Cattle Pen 41, Arsenic CP-2 h; 1.2) CP-3 i).ral (0.5£5 . (0.23i -.1*.'...,,.'., • x. °, E CP 13 CP 14 CP-12 • CP-11 CP-4 (1.1) (0.83) t.9) (0.30) ;3, CP-1 i CP-20 (21) S )a s.�- CP 15 21 CP-19 ( .„5 CP-5 l'''''::'-',..'h:1::"(,,.36:7,36) e3y6) (6.8x)CP-17 ON {(1.2) CP-16 .. (1.2) CP-18 S CP-10 1.1 (0.20) (1.0) IF (1 2) (0.56) «,CP-6 CP-7 i ,a ° � r•.- . " (0.56) a . m • s; F � s- �I # . ( �,. Notes: Legend 1. Arsenic Residential SCTL=2.1 mglKg 0 Sample Location 2. Samples that exceed SCTL are indicated in Bold Red A CP-2 Sample ID 3. CP-1 samples were collected at 1 foot increments (11) Analytical Result-6"bls starting at 1'down to 4' 0 15 so (4.2) Analytical Result-18"bls 4. Samples were collected 6/30/08; 5. Samples reported in mg/Kg(Milligrams per Kilogram) SCALE:1"=30' DESIGNED: JOB N: s1+EET nnE SMB 75-28302 —mil— Ill Cattle Pen Pepper Ranch �! Soil Sample DRAWN: DATE: 6315 Pepper Road SMB 07/03/2008 Results -11 Immokalee, Collier County, Florida Arsenic CHECKED: CAD N: ENGINEERS 8c SCIENTISTS GLW 1520 ROYAL PALM S0.SU1E 260, FORT YYERS,FL 33919 TEL: (239)936-0789 Figure 4 1606 t __i _.,,, Cattle Pen . tr Toxaphene . t a CP-3 (16.4) ,' >: ----to(illi'4'4411 .'"''' . ',,i4,,(,..* -444--.4''' CP-13 CP 2 . CP-14 (82.7) ti (6131, � 0 \ • • CP-4 CP-12 CP-11 CP-1 (532) (u) (U) -• (Li) - 4 —" CP-17 CP-20 • ,, `21 1.4i> CP-5 S z€ z .. CP-19 (u, U) • CP-15 ; ' ,'_ (752) (u) U) (U) .. tt, 0 (44 CP-16 (413),—III " .. -, CP-9 44. CP-18 (u) • CP-10 (u) CF 6 • ,247, • (415) CP-7 u� (tJl (u) (u) • CP-8 .. „ Notes: Legend 1. Toxaphene Residential SCTL=900 µg/Kg 2. Samples that exceed SCTL are indicated in Bold Red Sample Location Sample ID 3. CP-1 samples were collected at 1 foot increments CP-2 starting at 1'down to 4' iimmilio (11) Sample Depth 6" 4. Samples were collected 6/30/08; 0 15 30 (4.2) Sample Depth 18" SCALE:1"=30' 5. Samples reported in µg/Kg(micrograms per Kilogram) DESIGNED: JOB #: 75-28302 SHEET TITLE Pepper Ranch SMB +— Cattle Pen i� DRAWN: DATE: 6315 Pepper Road 07/03/2008 Soil Sample SMB Results Immokalee, Collier County, Florida CHECKED: CAD #: N I R I TI T Toxaphene GLW 1520 ROYAL PALM SO.SUITE 260, FORT MYERS,FL 33919 TEL: (239)936-0789 Figure 5 L', / -'-,F. 1 6 13 6 . , ,.,.. _ .... .. . r:-'..,-: Cattle Pen DDT - ' ..-,;4i,H,4 -1_,t.,,,, ..,,11-4,-... 4 1,...,..s.4,1);„Ir.. , ..,.,,r,..,„.„ #1**-0.---, ...--44,,, 4„-i,.,-.,„.„--, , , ; ,- -- 4*- , i , a mire (U) CP_3 (24.2)) CP-14 (U) U) t .` (U) � - CP-13 (670) CP-12 � RN) (181i) CP 11 � 1 • 0 • (5.801) 0—(14.8) CP-4 CP-1 U) e .> (72.0)) - (U) (535) r " N _ .. _ ... a .. CP-15 CP-20 z : 3 w_ . 9 mo_ U) 0.605 , • U) , (U) CP- 9 C5 ( 1 , 4111� ��) �P 17 z (U) ::€ 1 (738) _0 e< CP-16 (13.5)) (58.5i) " p CP 18 CP-6 ami r t: ! R + goig . 4. 4 4., a .' . ~ General Notes: 0 Legend 1. DDT Residential SCTL=2,900 µg/Kg N Sample Location 2. Samples that exceed SCTL are indicated in Bold Red CP-2 ' Sample ID 3. CP-1 samples were collected at,in foot increments soinin (11) Sample Depth 6" starting at 1'down to 4' ium (4.2) Sample Depth 18" 4. Samples were collected 6/30/08; 0 15 30 5. Samples reported inµg/Kg(micrograms per Kilogram) SCALE:1"=30' DESIGNED: JOB #: SHEET lite SMB 75-28302 Cattle Pen Pepper Ranch DRAWN: DATE: Soil Sample 6315 Pepper Road SMB 07/03/2008 Results Immokalee, Collier County, Florida DDT CHECKED: CAD #: ENGINEERS & SCIENTISTS GLW 1520 ROYAL PALM SO.SLATE 260, FORT MYERS,FL 33919 TEL: (239)936-0789 Figure 6 1606 ..., ., Cattle Pen BHC-a,�,b,y . v 4 " (U.U,u,U) :� � CP 13 "' CP-14 ,242i,508) (U,U•U,U) (U,143U,U) N,371,38.1i.U) (UU,U.U) :0 )U,225.U,U) • •CP-1 • • CP-11 CP-4 as.a�, u.u> U.358UU CP-12 (u,u,u,u) � U,U,U,U) . i , (U132,U,U) (U,U,U,U) (U,U,U U€ ) U,U U,U) (1 591, .U.U) t7.534 199.18.5i,24.4) g CP-15 CP-20 (U,35.51,U.U) (owwwwa♦ (U,U,U,U) # • ,U,U,UU)• CP-19 (U,U,U.U) CP-5 "` (U,U,U U) -e ,�x (U,1.5di.U.U) (U,U,U,U) CP-17 ,, ) (U,1.05i,U.U) (U,125,U,U) � 0 CP-16 (19.2i, U,U) (U,U;UU) (u,Uuu)� ,. ,: ,� �— S h CP-9 (U.U,U,U) . o u u t))� CP 10 (Liu,u,u) CP18 �I ..; w ,� CP 6 (u,u,U.U) •(U U,U U) � ., IU,u, U,U CP-7 (U U,u,u) r'. •(UU,UUj } (U,35.9i,U.U) , i $• _. ,mss d y-o _ �cp a . � 4."' " .ate .. , S 1 e inn! 1. , .. �. '. -' s ' t it n a. � ` a s.� t a r J General Notes: N Legend 1. BHC-a,a,S,y Residential SCTL=100, 500,24,000,700 µg/Kg , CP-2 Sample Location 21. Samples that exceed SCTL are indicated in Bold Red Sample ID 3. CP-1 samples were collected at 1 foot increments starting at 1' �— (a,ft.S,y) BHC Sample Results 6"bls down to 4' 0 15 30 (a,Q,S,y) BHC Sample Results 18"bls 4. Samples were collected 6/30/08; SCALE:1"=30' 5. Samples reported in µg/Kg(micrograms per Kilogram) DESIGNED: JOB #: SHEET 11 TLE 75-28302 HsA SMB Pepper RanchI'i Cattle Pen 6315 Pepper Road DRAWN: DATE: 07/03/2008 ....,.• ••••• Soil Sample SMBOM Results Immokalee, Collier County, Florida BHC-a,1-3,S,y CHECKED: CAD #: N I R I N Ti T GLW 1520 ROYAL PAW SO.SUITE 260, FORT MYERS,Fl.33919 TEL (239)936-0789 Figure 7 0.'. 6 160: : . . . ,.... Cattle Pen . . , ...... . . , .... ,..,..„ Groundwater Samples ..., ,#,,,;.,:,. . .,, .,. •-, ' .. .. .....k., , . ,.„. ...... , ..., , , ... . ., . . ....,. ..,..„, ___,......,..„,0,..„ ,..... _ — - ......4, .....„. „..„.„, =., .„,,c, : CPW-1 - , 0.611 0.174) ( • — - po = „.' r- _ .... .a. it ...... . . „ ....,....... , ......_._ ... . -- — ' -:, . ., . . , .: . ,. ,... ..••-..,,,,,, .... ...,.. .,.. , ., , _ ,,, .., . -,-*--;,..,,,....-:,. . ..,,„,- ,.1,.. , . ,_,.. - -....., ...e...or - '-, - ,,,,,. : ., ,1.2:- „ _ ,....... ' 11:i.0 „. ,,,, ''f 4 ' . ' .•.-.,Jr--' ,t w.3 . "in .0.ftwei,01., . ... 7-.t.,":.4 -.., .:._ - - ° ' q .._ .;,...,,,*rii. 1 -r:c . w . JO ,..t f' - - 41 ' p --, -__'-„4.4*_,,, ,. •fao'-.-.V-.--lit ”, - - , # Notes: -- „...„ . 2. _ -a, , GCTL.,3 -g/ Legend k or, CPW-1 l Result 5. Samples were collected 6/30/08; mg/L(milig samples reported in Arsenic reported in vg/L(micrograms 4.1. BHC -rt!..7eGciceoeTdLpg:/Lco.r.1 a m perLiter), per Liter) „II (2.0) (00,6,y) BHC Sample Result SGAarrsomeupnnlidecwsiDaatemrpSeample Location SHEET TITLE ...........7 15 0 imii...mim.. SMB JOB #: 7S5a—m2p8l3e0R2esult 36.. Toxaphenea Iot hersampI esi-L SCALE:1”=30' SCIENTISTS DRAWN: DESIG(N1.E2D): Toxaphene az _. 33919 TEL: (239) SMB ENGINEERS...._260, FORT MYERS,FL Pepper Road CAD #: 1520 ROYAL PALM SO,SOIL I:36're°'indicated a2t.e1rd'a5i n0s:Cogaiitd1-1 Cattle Peden Pepper Ranch 6315 CHECKED: DATE: GLW 07/03/2008 = Immokalee, Collier County, Florida 936-0789 Sample mrFopiuglenudrRweeas8tuelrts ., ti,..: : 1606 ..., .. . ... Cattle Pen . _„ ,.,_ 1„ ., . , ... .., .. ”. „” Area of Excavation (2.5'deep)= 9,587 sf Vol=23,968 cf(887.7 cy) ,. Area of Excavation (6'deep)= 1,399 sf . , Vol=8,388cf(31� cy) cP 3 4 amu= (16.4) t : ' ' . 4' s C.P-14 ` .. - . ,....„ .1.4 ,,_..,..,.1,!”4-4, I I,fix m +1F.'*. -13jr, b. m C P-2 '! '` x.,# 1 �" (82.7) n"s i dAptCP 1 (6131) .4 k \il • it CP 4 CP 12 CP 11 (532) x , (�) (508) (D) (Li) Off 'os.. � X17 C i Vii.j. Mc"- • CP-19 (1 : �` > 5/3 et ;.> nx 1 (752) (D) "°, _r 4 CP 5 `• �; CP 15 (Li) tiO) " _3 �� ,�.a+ :'sem CP-16 1' Vi ' ,r 'ilii. 413)---^�� f,, - ,* fir, { CP-6 : < � a1-5) � � (U) CP-7 4 (U)• - (U) ins - ' i .iit ift'Al r*i..01- ,.1 * * 4 ll : �: " . " Legend Notes: 1. Toxaphene Residential SCTL=900 µg/Kg o Sample Location �/' Area of Excavation for 2. Samples that exceed SCTL are indicated in Bold Red CP-2 Sample ID Potentially Hazardous 3. CP-1 samples were collected at 1 foot increments (11) Analytical Result-6"bls Waste starting at 1'down to 4' 4. Samples were collected 6/30/08; 0 15 30 (4.2) Analytical Result-18"bls "� Area of Excavation 5. Samples reported in K g p Kilogram) SCALE:1'=30' P µ9 g(micro rams per Kilo ram DESIGNED: JOB #: SHEET nrLE SMB 75-28302 Pepper Ranch �— Cattle Pen 6315 Pepper Road DRAWN: DATE: 07/03/2008 Area of SMB Excavation Immokalee, Collier County, Florida CHECKED: CAD #: ENGINEERS & SCIENTISTS (..,,.:3 GLW 1520 ROYAL PAW S0.SUITE 260. FORT YYERS,FL 35919 IEL: (239)936-0789 Figure 9 160 6 4 4 Mobile Tank ., ,,, ,.. ... , , ., ,... . ti MT1 2 • MTW-1 AB- • •4 0.688) _.. r AB-1 ` ' z ` ' r- a '0.0--' I'", - -' 't- -I,I1-"- ,- v - '"-44 , - --4'"": -- - '''' '' - ,..:;„ -1/4.,., ,_ 7 ,, . . _ , - , 77t.;,,,....,„ ,, ,,, , . ,.., -. ..,.... .. tf,t3 r „ --. 11 . n* _ , ,,.f ,. .. ' # ' " , 4 t Is R k 3 r� r d L �d Notes: Groundwater Sample Locations 1. TRPH Residential SCTL=460 mg/Kg 2. Groundwater Samples collected 7/1/08; Q Soil Sample Locations 3. Soil Samples collected 6/30/08; 4. Samples reported in mg/Kg(Milligrams per Kilogram) 0 15 30 SCALE:1"=30' DESIGNED: JOB #: SHEET TITLE ^ SMB 75-28302 Mobile Tank Pepper Ranch DRAWN: DATE: �! Sample 6315 Pepper Road SMB 07/03/2008 Location and Immo Collier Collier County, FloridaResults CHECKED: CAD #: ENGINEERS & SCIENTISTS GLW 1520 ROYAL PUY SU.SUITE 260 FORT USERS FL 33919 TEL: EL (239)936-0789 A Figure 10 C`9r 161) 6 __ . ,‘,.011,,,_.,., ,, . . ,_.. .„,..„..,:,,,, ,:•:„., ,..,•,:„ ,...rii 4 1.0 ' 7 ji),--_, 4 # ' -..::;,i,.:I",'fi 1,,,,,:',,,i,. ,-' _ r :!,,%:1','.%'4====;'IT% ",= , '-%' '5:4,,,ti„,...i''•, , _ 1 i ,At. ...,4: ,,k ,::4' „„: ' ',4. ' 3A0, , ,' 4 _ ,‘ ,,„4144,-:441 .''' '' ' :k ' ' L. 4 IS,1' z. act' M : _,,,,, ,'''.:' ',.. ,.. - , Ai . ,. • , ,.,. ..,,,..„. ., , •• ..„,. ,. ...r., 41. 4*44'''''‘-4;717 ' ' .. ' ‘, 4* -;; 0#0" .4 4 04-4,, .41''ilt-'4' '-'4;;!' u '''''' . ;Ltiffrm ''' ., -::.!:,- : l'AJA w''is.„ --- -40 § r, s ,07 .- 4 ‘.,,., 1 i , ..,,.. ,,,..... = .0„, _; ,„sckiA...,....* ..• .- , . , 'S- ' .0- 11;1 p t r` > _ ••. ,...„,...1., 4; ,',* '.r'7!= ''. iti 1 , %a. 4„ , . , ., ,,,,..75:-,,,.., „,.... „....c....7.et_ , ,,,,,,,. .., .1 a z - -044. •. m Oil/Water. . ., _ 4.„ tr ,,, ,t.. .. ,, ,, , . . , 4 ,,, Separator ' ,i44402.. SSS 7 - - �''.,* .%% . *zt''' ' % fir° � .� It I '' .. � , ; P. 400 BBL 1 P�� "�� ! rP 1 �ASi's ,1a05�. SS-16 4 ' Drums 0 yq -� rt r � `#` p0.. Oil Well OOp 18 I u ° �SS 14 Pump 00 � s a ;i4 . ck Transfer �► Pump MW-9 ® Well Head ❑ - i SS-19 j MW-1b4 %) ,,r,...te ,,g,ft. MW-8 ,e011. ., ' x , s ",-,- • i - ,_.01?,- -- - , 2 ._, .= • . .. : 2 . .. .. , r � Legend Notes: Groundwater Sample Locations 1. TRP H Residential SCTL=460 mg/Kg 2. Chloride Residential GCTL=250 mg/L Soil Sample Locations 3. Groundwater Samples collected 7/1/08; 4. Soil Samples collected 6/30/08; o ao 80 5. Samples reported in mg/Kg(milligrams per Kilogram) 0 SCALE:1"=80' DESIGNED: JOB 75-28302 SHEET TITLE Pepper Ranch SMB Oil Well#1 6315 Pepper Road DRAWN: SMB DATE: 07/03/2008 Sampling Immokalee, Collier County, Florida Locations CHECKED: CAD #: ENGINEERS Siiiiiiii CIENTISTS GLW 1520 ROYAL PALi S0,610E84260, FORT YYERS,FL 33919 TEL: (239)936-0789 Figure 11 'G AtO , , ,,, ` 16u6 „.,.... Oil Well #2 l= jogrolil:44 - . 0 4 ;} _ _.,_ ". ._ ` s7 ,,. • • dr ; .* I ransfer 0 " -- Pump SS-13 SS-g O a-ao�a.l 11,7, O (320) m ASrs MW-5 ati s i -,==.; 4 w , MW-6 SS-12 Z (25) t�., s A. I Stained O ®MW-7 soil (t10; �' 1 ,,, • SS-11, OilWet Well (f09) Head OIL '''' ' ' Pump a a .. �` i Jack Oil/Water Separator . ,.. _ 4ir ..,.. . .. - .. , , ,,__411H. ,_ ......... .„ ..... .. _ ..„, -.400., .. .„.............____ ,,. . .. . lit *A Legend Notes: Groundwater Sample Locations 1. Chloride Residential GCTL=250 mg/L 2. TRPH Residential SCTL=460 mg/Kg Soil Sample Locations 3. Groundwater Samples collected 7/1/08; 4. Soil Samples collected 6/30/08; mii o 40 80 5. Soil Samples reported in mg/Kg(milligrams per Kilogram) SCALE:1"=80' 6. GW Samples reported in mg/L(miligrams per Liter) DESIGNED: JOB #: SHEET TITLE 75-28302 SMB Oil Well#2 Pepper Ranch DRAWN: DATE: .... ...,. Sampling 6315 Pepper Road SMB 07/03/2008 iiiillii Locations Immokalee, Collier County, Florida CHECKED: CAD #: ENGINEERS & SCIENTISTS GLW 1520 ROYAL PALM SO.SUITE 260, FORT YYERS,FL 33919 TEL: (239)936-0789 Figure 12 (_,,, _ I • ' 4r**'"* Fr" ' 0 t. # t 1 ''tii k.; . to ' _ fe., ;, n , r „�n ! Aatoo**** *** S it- A - ..* ' k IIIF a * , , A-. -.4- , . *,,. , , ffr. t. , k 0'.' Y Oil/Ware _ Separat - -4. 4, .. r , 4,,,,,,,,,,,,4... .90k , * . ,, ,SS-5 SS-6 114 i 16136 --- .,,, . ..,,. ._ ., . * ,„ : 1 - , -. ..1, -- 4 Oil VVeU[ #3 k''. ' # 0 ii f . ' I. ,e0, .x.4 �. 4 * , r Itet. n *IFI• * V . - *1:1 t, % 4 14„,*,, 8, iv, .... , .. Aii4, lit i � MW4 v 0 4- • " ., 4. _. 4 W-2 , , . ,,eilv. A , 0 ter. (3.30) t "'"s .,..itt„ 0 MW-1 -- . ,• ® _ r * 4-4 .. . . , . , _ ,” r. , ' „or 4 .,,,, . W3 0Pz1 (:3.31) 3.33 f V • „' tee, IIP 4 t — ..*„.., " x . tee. .. � . it 4 2 ' 040" 4 t.p �p10. r '. ., Legend —, .�,.- �. �.,.,.�.�, Notes: Ni Groundwater Elevation Point Locations 1. Groundwater Elevations collected 6/27/08 Groundwater Monitoring Well — (3.33) Groundwater Elevation sile 3.30 Groundwater Elevation Contours 0 40 80 SHEET— II S A SCALE:1"=80' DESIGNED: JOB #: TITLE'~ SMB 75-28302 OIL WELL Pepper Ranch DRAWN: DATE: �� GROUND- 07/03/2008 6315 Pepper Road SMB WATER Immokalee, Collier County, Florida ELEVATION CHECKED: CAD #: ENGINEERS 8c GLW 1520 ROYAL PALL SO.SUITE 260. FORT MYERS,FL 33919 SCIENTISTS TEL: (239)936-0789 Figure 14 0 j a 1 6 0 6 APPENDIX A Soil Sampling Analytical Results CA 161j6 rJupiter Environmental Laboratories,Inc.�" 1 U p I to 150 S Old Dixie HighwayffJupiter,FL 33458 ` " 4 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 www.jupiterlabs.com clientservices©jupiterlabs.com July 18,2008 HSA Engineers&Scientists HSA Engineers&Scientists 1520 Royal Palm Square Blvd Suite 260 Fort Myers,FL 33919 RE: LOG# 820732 Project ID: 75-28302 Pepper Ranch COC# 35062 Dear HSA&Scientists: Enclosed are the analytical results for sample(s)received by the laboratory on Saturday,June 28,2008. Results reported herein conform to the most current NELAC standards,where applicable,unless indicated by*in the body of the report. The enclosed Chain of Custody is a component of this package and should be retained with the package and incorporated therein. - Results for all solid matrices are reported in dry weight unless otherwise noted.Results for all liquid matrices are reported as received in the laboratory unless otherwise noted. Samples are disposed of after 30 days of their receipt by the laboratory unless archiving is requested in writing.The laboratory maintains the right to charge storage fees for archived samples. Certain analyses are subcontracted to outside NELAC certified laboratories,please see the Footnotes section of this report for NELAC certification numbers of laboratories used. A Statement of Qualifiers is available upon request. If you have any questions concerning this report,please feel free to contact me. Sincerely, Ann McKewin for Kacia Baldwin kbaldwin@jupiterlabs.com Enclosures Report ID:820732-415405 Page 1 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. »..amu c�ew .v 0 1606 :,,- 1 Jupiter Environmental Laboratories,Inc. u p-ter 150 S Old Dixie Highway n, Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 ..-0---- Fax'(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820732 Project ID: 75-28302 Pepper Ranch Analytes Lab ID Sample ID Method Reported 820732001 SS-1 D2974* 1 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732002 SS-2 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732003 SS-3 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732004 SS-4 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732005 SS-5 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 MAEPH(GC) 7 MAVPH(GC) 5 SM 2540G 1 820732006 SS-6 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732007 SS-7 FL-PRO(GC) 3 SM 2540G 1 820732008 SS-8 D2974* 1 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 Report ID:820732-415405 Page 2 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. w Acca 160 Jupiter Environmental Laboratories,Inc. /�`�� Jupiter -;- 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820732 Project ID: 75-28302 Pepper Ranch Analytes Lab ID Sample ID Method Reported 820732009 SS-9 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 MAEPH(GC) 7 MAVPH(GC) 5 SM 2540G 1 820732010 SS-10 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732011 SS-11 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 20732012 SS-12 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 MAEPH(GC) 7 MAVPH(GC) 5 SM 2540G 1 820732013 SS-13 FL-PRO(GC) 3 SM 2540G 1 820732014 SS-14 D2974* 1 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732015 SS-15 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732016 SS-16 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 Report ID:820732-415405 Page 3 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. w_ASF � ffieia c�ffi 160 6 Jupiter Laboratories,Inc. Jupiter E 150 Environmental Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820732 Project ID: 75-28302 Pepper Ranch Analytes Lab ID Sample ID Method Reported 820732016 SS-16 MAEPH(GC) 7 MAVPH(GC) 5 SM 2540G 1 820732017 SS-17 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732018 SS-18 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732019 SS-19 EPA 8260B 44 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 820732021 CP-1-1' EPA6020 1 EPA 8081 (GC) 24 SM 2540G 1 820732022 CP-1-2' EPA6020 1 EPA 8081 (GC) 24 SM 2540G 1 820732023 CP-1-3' EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820732024 CP-1-4' EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820732025 CP-2-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820732026 CP-2-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820732027 CP-3-1 EPA 6020 1 Report ID:820732-415405 Page 4 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,,ehc 1606 Jupiter Environmental Laboratories,Inc. 150 S.Old Dixie Highway JupiterJupiter,FL 33458 r Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820732 Project ID: 75-28302 Pepper Ranch Analytes Lab ID Sample ID Method Reported 820732027 CP-3-1 EPA 8081 (GC) 24 SM 2540G 1 820732028 CP-3-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820732029 MT-1 EPA 8260B 13 EPA 8270C 21 FL-PRO(GC) 3 SM 2540G 1 Report ID:820732-415405 Page 5 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. wtere,Y� :. ; 16Db Jupiter Environmental Laboratories,Inc. , Jupiter Jupiter,FL 33458 t Environmental Laboratories, Inc. Phone:(561)575-0030 �--. Fax:(561)575-4118 SAMPLE SUMMARY LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID Sample ID Matrix Date Collected Date Received 820732001 SS-1 Soil/Solid 6/27/2008 09:15 6/28/2008 12:30 820732002 SS-2 Soil/Solid 6/27/2008 09:29 6/28/2008 12:30 820732003 SS-3 Soil/Solid 6/27/2008 09:43 6/28/2008 12:30 820732004 SS-4 Soil/Solid 6/27/2008 09:52 6/28/2008 12:30 820732005 SS-5 Soil/Solid 6/27/2008 10:04 6/28/2008 12:30 820732006 SS-6 Soil/Solid 6/27/2008 10:17 6/28/2008 12:30 820732007 SS-7 Soil/Solid 6/27/2008 10:23 6/28/2008 12:30 820732008 SS-8 Soil/Solid 6/27/2008 11:37 6/28/2008 12:30 820732009 SS-9 Soil/Solid 6/27/2008 11:46 6/28/2008 12:30 820732010 SS-10 Soil/Solid 6/27/2008 12:05 6/28/2008 12:30 820732011 SS-11 Soil/Solid 6/27/2008 12:10 6/28/2008 12:30 820732012 SS-12 Soil/Solid 6/27/2008 12:22 6/28/2008 12:30 820732013 SS-13 Soil/Solid 6/27/2008 12:29 6/28/2008 12:30 820732014 SS-14 Soil/Solid 6/27/2008 14:05 6/28/2008 12:30 820732015 SS-15 Soil/Solid 6/27/2008 14:15 6/28/2008 12:30 820732016 SS-16 Soil/Solid 6/27/2008 14:24 6/28/2008 12:30 820732017 SS-17 Soil/Solid 6/27/2008 14:26 6/28/2008 12:30 820732018 SS-18 Soil/Solid 6/27/2008 14:34 6/28/2008 12:30 820732019 SS-19 Soil/Solid 6/27/2008 14:40 6/28/2008 12:30 820732020 NONE Soil/Solid 6/27/2008 00:00 6/28/2008 12:30 820732021 CP-1-1' Soil/Solid 6/27/2008 13:31 6/28/2008 12:30 820732022 CP-1-2 Soil/Solid 6/27/2008 13:31 6/28/2008 12:30 820732023 CP-1-3' Soil/Solid 6/27/2008 13:31 6/28/2008 12:30 820732024 CP-1-4' Soil/Solid 6/27/2008 13:31 6/28/2008 12:30 820732025 CP-2-1 Soil/Solid 6/27/2008 15:20 6/28/2008 12:30 820732026 CP-2-2 Soil/Solid 6/27/2008 15:20 6/28/2008 12:30 820732027 CP-3-1 Soil/Solid 6/27/2008 15:18 6/28/2008 12:30 820732028 CP-3-2 Soil/Solid 6/27/2008 15:18 6/28/2008 12:30 820732029 MT-1 Soil/Solid 6/27/2008 15:30 6/28/2008 12:30 Report ID:820732-415405 Page 6 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. J U p iter to 150 S Old Dixie Highway ( Jupiter,FL 33458 En\'Irorirne11t.31 Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732001 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-1 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5035 _ 82-,-- (S) Analytical Method: EPA 8260B 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 i,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,P1 Report ID:820732-415405 Page 7 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 ._.i" ' Environmental Laboratories, Inc- Phone:(561)575-0030 - Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732001 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-1 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 101 % 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 97% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 121 % 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Analysis Desc:FOC by D2974[REF](S) Analytical Method: D2974* = __ Fractional Organic Carbon 0.011 g C/g soil 1 07/09/08 ESC Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene U mg/Kg 0.122 0.025 1 07/01/08 BFM 07/03/08 FO 90-12-0 -- 2-Methylnaphthalene U mg/Kg 0.122 0.030 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.122 0.021 1 07/01/08 BFM 07/03/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.122 0.023 1 07/01/08 BFM 07/03/08 FO 208-96-8 Anthracene U mg/Kg 0.122 0.032 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.122 0.039 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.122 0.040 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.122 0.036 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.244 0.044 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.122 0.045 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.122 0.022 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.122 0.051 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.122 0.026 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.122 0.032 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.122 0.042 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.122 0.025 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.122 0.024 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.122 0.026 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 52% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 64% 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 82% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 81.9% 0.1 1 07/03/08 BFM Report ID:820732-415405 Page 8 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 ' Jupiter Environmental Laboratories,Inc. JpI 150 S.Old Dixie Highway Jupiter,FL 33458 ter Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732001 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-1 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 -=. Analytical Method: FL-PRO(GC) Florida Pro Total 69.0 mg/Kg 5.49 2.74 1 07/01/08 BFM 07/04/08 FO o-Terphenyl(S) 86% 50-150 1 07/01/08 BFM 07/04/08 FO 84-15-1 n-Triacontane-d62(S) 87% 50-150 1 07/01/08 BFM 07/04/08 FO 93952-07-9 Report ID:820732-415405 Page 9 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Aielacl0 , ,. 1606 6 r Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories,Inc. Phone:(561)575-0030 ,...1 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732002 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-2 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5035 8260B(S) Analytical Method:EPA 8260B 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9�.„ 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,pl Report ID:820732-415405 Page 10 of 70 7/18/2008 FDOH# E86546 n CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. .:• .4 6 .." 1636 Jupiter Environmental Laboratories,Inc. r (,,,� L. (� ' 1pitor 150SOleHighwJpF334Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732002 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-2 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 106% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 98% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 113 % 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene U mg/Kg 0.116 0.024 1 07/08/08 BFM 07/10/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.116 0.028 1 07/08/08 BFM 07/10/08 FO 91-57-6 Acenaphthene U mg/Kg 0.116 0.020 1 07/08/08 BFM 07/10/08 FO 83-32-9 ...--Acenaphthylene U mg/Kg 0.116 0.022 1 07/08/08 BFM 07/10/08 FO 208-96-8 nthracene U mg/Kg 0.116 0.030 1 07/08/08 BFM 07/10/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.116 0.037 1 07/08/08 BFM 07/10/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.116 0.038 1 07/08/08 BFM 07/10/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.116 0.034 1 07/08/08 BFM 07/10/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.233 0.042 1 07/08/08 BFM 07/10/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.116 0.043 1 07/08/08 BFM 07/10/08 FO 207-08-9 Chrysene U mg/Kg 0.116 0.021 1 07/08/08 BFM 07/10/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.116 0.048 1 07/08/08 BFM 07/10/08 FO 53-70-3 Fluoranthene U mg/Kg 0.116 0.025 1 07/08/08 BFM 07/10/08 FO 206-44-0 Fluorene U mg/Kg 0.116 0.031 1 07/08/08 BFM 07/10/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.116 0.040 1 07/08/08 BFM 07/10/08 FO 193-39-5 Naphthalene U mg/Kg 0.116 0.024 1 07/08/08 BFM 07/10/08 FO 91-20-3 Phenanthrene U mg/Kg 0.116 0.023 1 07/08/08 BFM 07/10/08 FO 85-01-8 Pyrene U mg/Kg 0.116 0.025 1 07/08/08 BFM 07/10/08 FO 129-00-0 Nitrobenzene-d5(S) 73% 20-120 1 07/08/08 BFM 07/10/08 FO 4165-60-0 2-Fluorobiphenyl(S) 92% 30-115 1 07/08/08 BFM 07/10/08 FO 321-60-8 p-Terphenyl-d14(S) 110% 15-140 1 07/08/08 BFM 07/10/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 86.1 % 0 1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 11 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. «--6,77-'-',,,_ 0 16u6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S Old Dixie Highway Jupiter,FL 33458 ,x.,%c. Environmental 31 Laboratories, Inc. Phone:(561)575-0030 �-.. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732002 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-2 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 242 mg/Kg 5.23 2.62 1 07/08/08 BFM 07/10/08 FO o-Terphenyl(S) 77 % 50-150 1 07/08/08 BFM 07/10/08 FO 84-15-1 n-Triacontane-d62(S) 95% 50-150 1 07/08/08 BFM 07/10/08 FO 93952-07-9 Report ID:820732-415405 Page 12 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 trr .. .. 160 6 Jupiter Environmental Laboratories,Inc. „_ u p i to r 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732003 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-3 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5035 A, 4 8260B(S) Analytical Method:EPA 8260B - 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 I 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 ^,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 13 of 70 7/18/2008 ^ FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ne c; 40 ._ 16136 Jupiter Environmental Laboratories,Inc. ` Jupaer 150 S.Old Dixie Highway r Jupiter,FL 33458 Environ hent.I Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732003 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-3 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 104% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 96% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 113% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene U mg/Kg 0.112 0.023 1 07/01/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.112 0.027 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.112 0.019 1 07/01/08 BFM 07/03/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.112 0.021 1 07/01/08 BFM 07/03/08 FO 208-96-8 Anthracene U mg/Kg 0.112 0.029 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.112 0.035 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.112 0.037 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.112 0.033 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.223 0.040 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.112 0.041 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.112 0.021 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.112 0.046 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.112 0.024 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.112 0.029 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.112 0.038 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.112 0.023 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.112 0.022 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.112 0.024 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 51 % 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 62% 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 82% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 89.7% 0.1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 14 of 70 7/18/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. C Ylith-�z 1606 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 mo i „rEnvironmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732003 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-3 Date Collected: 6/27/2008 • Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 79.1 mg/Kg 5.03 2.51 1 07/01/08 BFM 07/04/08 FO o-Terphenyl(S) 110 % 50-150 1 07/01/08 BFM 07/04/08 FO 84-15-1 n-Triacontane-d62(S) 114 % 50-150 1 07/01/08 BFM 07/04/08 FO 93952-07-9 Report ID:820732-415405 Page 15 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. fhwact-, IS 1 6 13 6 Jupiter Environmental Laboratories,Inc. r JU p I e r 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 ^\ Wr Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732004 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-4 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5035 8260B(S) Analytical Method:EPA 8260B 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9" 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 16 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. L 150 S.Old Dixie Highway ( Jupiter,FL 33458 rEnvironmental Laboratories, Inc. Phone:(561)575-0030 Fax (561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732004 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-4 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 106% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 97% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 109% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 82700(S) Analytical Method:EPA 827CC 1-Methylnaphthalene U mg/Kg 0.119 0.024 1 07/01/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.119 0.029 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.119 0.021 1 07/01/08 BFM 07/03/08 FO 83-32-9 ..Acenaphthylene U mg/Kg 0.119 0.023 1 07/01/08 BFM 07/03/08 FO 208-96-8 nthracene U mg/Kg 0.119 0.031 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.119 0.038 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.119 0.039 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.119 0.035 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.238 0.043 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.119 0.044 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.119 0.022 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.119 0.049 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.119 0.025 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.119 0.031 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.119 0.041 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.119 0.024 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.119 0.024 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.119 0.026 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 62% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 66% 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 90% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Percent Solids(Dryweight) 83.9% 0.1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 17 of 70 7/18/2008 FDOH# E86546 ^ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,u..t rcnxs heiaLCI 16136 Jupiter Environmental Laboratories,Inc. `- Jupaer 150 S.Old Dixie Highway Jupiter,FL 33458 „4„,-, Environmental Laboratories, Inc, Phone:(561)575-0030 �--.. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732004 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-4 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 8.59 mg/Kg 5.36 2.68 1 07/01/08 BFM 07/04/08 FO o-Terphenyl(S) 99% 50-150 1 07/01/08 BFM 07/04/08 FO 84-15-1 n-Triacontane-d62(S) 82% 50-150 1 07/01/08 BFM 07/04/08 FO 93952-07-9 Report ID:820732-415405 Page 18 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 16 0 6 Jupiter Environmental Laboratories,Inc. Jupite �+ 150 S Old Dixie Highway I Jupiter,FL 33458 '` ' Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732005 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-5 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Malysis tT ;SPA 8021 by PrermAtion Method:-EFA-,5035 8268$ S) Analyttcale d:EPA 82608 - 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 ,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 i,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,pl Report ID:820732-415405 Page 19 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. „r. o-G .0-= l�`tt 160 6 Jupiter Environmental Laboratories,Inc. , , ,., Jupiter E 150 Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732005 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-5 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 90% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 98% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 125% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 VPH by GC Analysis Desc:MAVPH by GC(S) Analytical Method:MAVPH(GC) C5-C8 Aliphatics 0.009i mg/Kg 0.054 0.002 1 07/14/08 EN C9-C10 Aromatics 0.080 mg/Kg 0.014 0.002 1 07/14/08 EN C9-C12 Aliphatics 0.005i mg/Kg 0.014 0.002 1 07/14/08 EN Surrogate Recovery Run#1 99.0% 1 07/14/08 EN Surrogate Recovery Run#2 120% 1 07/14/08 EN Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method:EPA 8270C 1-Methylnaphthalene U mg/Kg 0.571 0.116 5 07/08/08 BFM 07/10/08 FO 90-12-0 1 2-Methylnaphthalene U mg/Kg 0.571 0.138 5 07/08/08 BFM 07/10/08 FO 91-57-6 Acenaphthene U mg/Kg 0.571 0.099 5 07/08/08 BFM 07/10/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.571 0.108 5 07/08/08 BFM 07/10/08 FO 208-96-8 Anthracene U mg/Kg 0.571 0.149 5 07/08/08 BFM 07/10/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.571 0.181 5 07/08/08 BFM 07/10/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.571 0.187 5 07/08/08 BFM 07/10/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.571 0.169 5 07/08/08 BFM 07/10/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 1.14 0.205 5 07/08/08 BFM 07/10/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.571 0.210 5 07/08/08 BFM 07/10/08 FO 207-08-9 Chrysene U mg/Kg 0.571 0.105 5 07/08/08 BFM 07/10/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.571 0.237 5 07/08/08 BFM 07/10/08 FO 53-70-3 Fluoranthene U mg/Kg 0.571 0.121 5 07/08/08 BFM 07/10/08 FO 206-44-0 Fluorene U mg/Kg 0.571 0.151 5 07/08/08 BFM 07/10/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.571 0.197 5 07/08/08 BFM 07/10/08 FO 193-39-5 Naphthalene U mg/Kg 0.571 0.117 5 07/08/08 BFM 07/10/08 FO 91-20-3 Phenanthrene U mg/Kg 0.571 0.113 5 07/08/08 BFM 07/10/08 FO 85-01-8 Pyrene U mg/Kg 0.571 0.124 5 07/08/08 BFM 07/10/08 FO 129-00-0 Nitrobenzene-d5(S) 54% 20-120 5 07/08/08 BFM 07/10/08 FO 4165-60-0 2-Fluorobiphenyl(S) 56% 30-115 5 07/08/08 BFM 07/10/08 FO 321-60-8 p-Terphenyl-d14(S) 87 % 15-140 5 07/08/08 BFM 07/10/08 FO 1718-51-0 Report ID:820732-415405 Page 20 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. w tc-Foq�Y 0 ilhdaC.71 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 YEnv ironrnentaI Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732005 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-5 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 87.3% 0.1 1 07/03/08 BFM Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 3320 mg/Kg 103 51.4 1 07/08/08 BFM 07/09/08 FO i o-Terphenyl(S) 85% 50-150 1 07/08/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 134% 50-150 1 07/08/08 BFM 07/09/08 FO 93952-07-9 Semivolatiles by GC Analysis Desc:MAEPH by GC(S) Analytical Method: MAEPH(GC) 2-Bromonaphthalene 91.0 % 1 07/14/08 EN 580-13-2 2-Fluorobiphenyl 91.0% 1 07/14/08 EN 321-60-8 '11-C22 Aromatics 4.40i mg/Kg 20.0 0.002 1 07/14/08 EN „19-C36 Aliphatics 14.0i mg/Kg 20.0 0.002 1 07/14/08 EN C9-C18 Aliphatics 4.70i mg/Kg 20.0 0.002 1 07/14/08 EN I,J- 01,v Chloro-octadecane 74.0% 1 07/14/08 EN 3386-33-2 o-Terphenyl 67.0% 1 07/14/08 EN 84-15-1 Report ID:820732-415405 Page 21 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 4nelacR_ CAO 16j6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 . Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732006 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-6 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5035/5030B 8260B(S) Analytical Method: EPA 8260B 1,1,1,2-Tetrachloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.250 0.075 50 07/09/08 SS 07/09/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/09/08 SS 594-20-7 Benzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/09/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.200 0.120 50 07/09/08 SS 07/09/08 SS 75-27-4 Bromoform U mg/Kg 0.100 0.045 50 07/09/08 SS 07/09/08 SS 75-25-2 Bromomethane U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 108-90-7 Chloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 75-00-3 Chloroform U mg/Kg 1.00 0.330 50 07/09/08 SS 07/09/08 SS 67-66-3 Chloromethane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/09/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.100 0.040 50 07/09/08 SS 07/09/08 SS 124-48-1 Dibromomethane U mg/Kg 0.100 0.040 50 07/09/08 SS 07/09/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 100-41-4 Methylene chloride U mg/Kg 0.500 0.250 50 07/09/08 SS 07/09/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 127-18-4 Toluene U mg/Kg 0.250 0.060 50 07/09/08 SS 07/09/08 SS 108-88-3 Trichloroethene U mg/Kg 0.100 0.048 50 07/09/08 SS 07/09/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 156-59-2 m&p-xylene U mg/Kg 0.200 0.025 50 07/09/08 SS 07/09/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 22 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. e 160 6 Jupiter Environmental Laboratories,Inc. Jt p I to 150 S.Old Dixie Highway u L Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732006 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-6 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 10061-02-6 Dibromofluoromethane(S) 84% 60-135 50 07/09/08 SS 07/09/08 SS 1868-53-7 Toluene d8(S) 95% 60-135 50 07/09/08 SS 07/09/08 SS 2037-26-5 4-Bromofluorobenzene(S) 91 % 60-135 50 07/09/08 SS 07/09/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene U mg/Kg 0.117 0.024 1 07/01/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.117 0.028 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.117 0.020 1 07/01/08 BFM 07/03/08 FO 83-32-9 ^Acenaphthylene U mg/Kg 0.117 0.022 1 07/01/08 BFM 07/03/08 FO 208-96-8 nthracene U mg/Kg 0.117 0.031 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.117 0.037 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.117 0.038 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.117 0.035 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.234 0.042 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.117 0.043 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.117 0.022 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.117 0.049 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.117 0.025 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.117 0.031 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.117 0.040 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.117 0.024 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.117 0.023 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.117 0.025 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 53% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 66% 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 82% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) 11 Percent Solids(Dryweight) 85.3% 0.1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 23 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. nr, 160 6 Jupiter Laboratories,Inc. / J u p i to r 150 Environmental Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc_ Jupiter (561)575-0030 i—•-. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732006 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-6 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method:FL-PRO(GC) Florida Pro Total 395 mg/Kg 5.26 2.63 1 07/01/08 BFM 07/04/08 FO o-Terphenyl(S) 86% 50-150 1 07/01/08 BFM 07/04/08 FO 84-15-1 n-Triacontane-d62(S) 84% 50-150 1 07/01/08 BFM 07/04/08 FO 93952-07-9 Report ID:820732-415405 Page 24 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. GAw , Ra ,. C` 1606 _. 7Jupiter Environmental Laboratories,Inc. n u p' Le150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732007 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-7 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids f Analytical Method:SM 2540G =_ (Dryweight) Percent Solids(Dryweight) 90.9% 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 5.12 mg/Kg 4.95 2.47 1 07/01/08 BFM 07/04/08 FO o-Terphenyl(S) 104% 50-150 1 07/01/08 BFM 07/04/08 FO 84-15-1 n-Triacontane-d62(S) 88% 50-150 1 07/01/08 BFM 07/04/08 FO 93952-07-9 Report ID:820732-415405 Page 25 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. } &,/� 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �"'.. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732008 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-8 Date Collected: 6/27/2008 11:37 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS AtiblyiliSolAiyisesZ621 nbyl - ( ) t: ZQ8 1,1,1,2-Tetrachloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.250 0.075 50 07/09/08 SS 07/09/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/09/08 SS 594-20-7 Benzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/09/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.200 0.120 50 07/09/08 SS 07/09/08 SS 75-27-4 Bromoform U mg/Kg 0.100 0.045 50 07/09/08 SS 07/09/08 SS 75-25-2 Bromomethane U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 108-90-7 Chloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 75-00-3 Chloroform U mg/Kg 1.00 0.330 50 07/09/08 SS 07/09/08 SS 67-66-3 Chloromethane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/09/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.100 0.040 50 07/09/08 SS 07/09/08 SS 124-48-1 Dibromomethane U mg/Kg 0.100 0.040 50 07/09/08 SS 07/09/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 100-41-4 Methylene chloride U mg/Kg 0.500 0.250 50 07/09/08 SS 07/09/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 127-18-4 Toluene U mg/Kg 0.250 0.060 50 07/09/08 SS 07/09/08 SS 108-88-3 Trichloroethene U mg/Kg 0.100 0.048 50 07/09/08 SS 07/09/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 156-59-2 m&p-xylene U mg/Kg 0.200 0.025 50 07/09/08 SS 07/09/08 SS 1330-20- 7[m,pl Report ID:820732-415405 Page 26 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 ,,,,,.'....A,..: ` .Y• 1613 b Jupiter Environmental Laboratories,Inc. Jupite 150 S.Old Dixie Highway Jupiter,FL 33458 yr Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732008 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-8 Date Collected: 6/27/2008 11:37 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.100 0.015 50 07/09/08 SS 07/09/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.100 0.020 50 07/09/08 SS 07/09/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/09/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/09/08 SS 10061-02-6 Dibromofluoromethane(S) 87 % 60-135 50 07/09/08 SS 07/09/08 SS 1868-53-7 Toluene d8(S) 93% 60-135 50 07/09/08 SS 07/09/08 SS 2037-26-5 4-Bromofluorobenzene(S) 90% 60-135 50 07/09/08 SS 07/09/08 SS 460-00-4 Analysis Desc:FOC by D2974[REF](S) Analytical Method:02974* Fractional Organic Carbon 0.021 g C/g soil 1 07/09/08 ESC Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method:EPA 8270C ^1-Methylnaphthalene U mg/Kg 0.119 0.024 1 07/08/08 BFM 07/10/08 FO 90-12-0 •Methylnaphthalene U mg/Kg 0.119 0.029 1 07/08/08 BFM 07/10/08 FO 91-57-6 Acenaphthene U mg/Kg 0.119 0.021 1 07/08/08 BFM 07/10/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.119 0.023 1 07/08/08 BFM 07/10/08 FO 208-96-8 Anthracene U mg/Kg 0.119 0.031 1 07/08/08 BFM 07/10/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.119 0.038 1 07/08/08 BFM 07/10/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.119 0.039 1 07/08/08 BFM 07/10/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.119 0.035 1 07/08/08 BFM 07/10/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.238 0.043 1 07/08/08 BFM 07/10/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.119 0.044 1 07/08/08 BFM 07/10/08 FO 207-08-9 Chrysene U mg/Kg 0.119 0.022 1 07/08/08 BFM 07/10/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.119 0.049 1 07/08/08 BFM 07/10/08 FO 53-70-3 Fluoranthene U mg/Kg 0.119 0.025 1 07/08/08 BFM 07/10/08 FO 206-44-0 Fluorene U mg/Kg 0.119 0.031 1 07/08/08 BFM 07/10/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.119 0.041 1 07/08/08 BFM 07/10/08 FO 193-39-5 Naphthalene U mg/Kg 0.119 0.024 1 07/08/08 BFM 07/10/08 FO 91-20-3 Phenanthrene U mg/Kg 0.119 0.024 1 07/08/08 BFM 07/10/08 FO 85-01-8 Pyrene U mg/Kg 0.119 0.026 1 07/08/08 BFM 07/10/08 FO 129-00-0 Nitrobenzene-d5(S) 61 % 20-120 1 07/08/08 BFM 07/10/08 FO 4165-60-0 2-Fluorobiphenyl(S) 79% 30-115 1 07/08/08 BFM 07/10/08 FO 321-60-8 p-Terphenyl-d14(S) 95% 15-140 1 07/08/08 BFM 07/10/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540 ercentSolids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 83 9% 0.1 1 07/03/08 BFM Report ID:820732-415405 Page 27 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. telae 0cA 160 6 Jupiter Environmental Laboratories,Inc. J u p i to r 150 S.Old Dixie Highway ( Jupiter,FL 33458 r Environmental Laboratories, Inc ,-----..Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732008 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-8 Date Collected: 6/27/2008 11:37 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 320 mg/Kg 5.36 2.68 1 07/08/08 BFM 07/10/08 FO o-Terphenyl(S) 106% 50-150 1 07/08/08 BFM 07/10/08 FO 84-15-1 n-Triacontane-d62(S) 122% 50-150 1 07/08/08 BFM 07/10/08 FO 93952-07-9 Report ID:820732-415405 Page 28 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 "i7i CiTi,.. »ri 1606 6 Jupiter Environmental Laboratories,Inc. Jupiter Jupiter,FL 33458 "'....' Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732009 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-9 Date Collected: 6/27/2008 11:46 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS _Anslysis-1) 8021 e A S Method:EPA _ 82,!---f) Analytical e-tt i 0B 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 29 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,u trre„,i 16116 Jupiter Environmental Laboratories,Inc. 1 U p iter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �1 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732009 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-9 Date Collected: 6/27/2008 11:46 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 108% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 100% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 113% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 VPH by GC Analysis Desc:MAVPH by GC(S) Analytical Method:MAVPH(GC) C5-C8 Aliphatics 0.006i mg/Kg 0.035 0.002 1 07/14/08 EN C9-C10 Aromatics 0.036 mg/Kg 0.009 0.002 1 07/14/08 EN C9-C12 Aliphatics 0.003i mg/Kg 0.009 0.002 1 07/14/08 EN Surrogate Recovery Run#1 93.0% 1 07/14/08 EN Surrogate Recovery Run#2 118% 1 07/14/08 EN Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene U mg/Kg 2.26 0.459 1 07/01/08 BFM 07/01/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 2.26 0.547 1 07/01/08 BFM 07/01/08 FO 91-57-6 Acenaphthene U mg/Kg 2.26 0.391 1 07/01/08 BFM 07/01/08 FO 83-32-9 Acenaphthylene U mg/Kg 2.26 0.427 1 07/01/08 BFM 07/01/08 FO 208-96-8 Anthracene U mg/Kg 2.26 0.590 1 07/01/08 BFM 07/01/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 2.26 0.716 1 07/01/08 BFM 07/01/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 2.26 0.739 1 07/01/08 BFM 07/01/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 2.26 0.667 1 07/01/08 BFM 07/01/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 4.52 0.809 1 07/01/08 BFM 07/01/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 2.26 0.832 1 07/01/08 BFM 07/01/08 FO 207-08-9 Chrysene U mg/Kg 2.26 0.416 1 07/01/08 BFM 07/01/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 2.26 0.938 1 07/01/08 BFM 07/01/08 FO 53-70-3 Fluoranthene U mg/Kg 2.26 0.477 1 07/01/08 BFM 07/01/08 FO 206-44-0 Fluorene U mg/Kg 2.26 0.597 1 07/01/08 BFM 07/01/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 2.26 0.777 1 07/01/08 BFM 07/01/08 FO 193-39-5 Naphthalene U mg/Kg 2.26 0.461 1 07/01/08 BFM 07/01/08 FO 91-20-3 Phenanthrene U mg/Kg 2.26 0.447 1 07/01/08 BFM 07/01/08 FO 85-01-8 Pyrene U mg/Kg 2.26 0.490 1 07/01/08 BFM 07/01/08 FO 129-00-0 Nitrobenzene-d5(S) 110% 20-120 1 07/01/08 BFM 07/01/08 FO 4165-60-0 2-Fluorobiphenyl(S) 58% 30-115 1 07/01/08 BFM 07/01/08 FO 321-60-8 p-Terphenyl-d14(S) 75% 15-140 1 07/01/08 BFM 07/01/08 FO 1718-51-0 Report ID:820732-415405 Page 30 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. )w Aer as 31- ..,- ---= 16B6 Jupiter Environmental Laboratories,Inc. J u p i to r 150 S.Old Dixie Highway Jupiter,FL 33453 Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732009 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-9 Date Collected: 6/27/2008 11:46 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 88 3 % 0 1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method:FL-PRO(GC) Florida Pro Total 3330 mg/Kg 102 50.8 1 07/01/08 BFM 07/01/08 FO o-Terphenyl(S) 142 % 50-150 1 07/01/08 BFM 07/01/08 FO 84-15-1 n-Triacontane-d62(S) 145% 50-150 1 07/01/08 BFM 07/01/08 FO 93952-07-9 Analysis Desc:MAEPH by GC(S) Analytical Method:MAEPH(GC) 2-Bromonaphthalene 88.0% 1 07/14/08 EN 580-13-2 �2-Fluorobiphenyl 88.0% 1 07/14/08 EN 321-60-8 11-C22Aromatics 380 mg/Kg 20.0 0.002 1 07/14/08 EN C19-C36 Aliphatics 150 mg/Kg 20.0 0.002 1 07/14/08 EN C9-C18Aliphatics 12.0i mg/Kg 20.0 0.002 1 07/14/08 EN 1,I,V Chloro-octadecane 60.0% 1 07/14/08 EN 3386-33-2 o-Terphenyl 53.0% 1 07/14/08 EN 84-15-1 Report ID:820732-415405 Page 31 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. i 1606 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �" Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732010 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-10 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5035/5030B 8260B(S) Analytical Method:EPA 8260B 1,1,1,2-Tetrachloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/10/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.100 0.020 50 07/09/08 SS 07/10/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.100 0.020 50 07/09/08 SS 07/10/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/10/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/10/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/10/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.250 0.075 50 07/09/08 SS 07/10/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.100 0.020 50 07/09/08 SS 07/10/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.100 0.015 50 07/09/08 SS 07/10/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.100 0.025 50 07/09/08 SS 07/10/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/10/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/10/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.100 0.025 50 07/09/08 SS 07/10/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/10/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/10/08 SS 594-20-7 Benzene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/10/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/10/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.200 0.120 50 07/09/08 SS 07/10/08 SS 75-27-4 Bromoform U mg/Kg 0.100 0.045 50 07/09/08 SS 07/10/08 SS 75-25-2 Bromomethane U mg/Kg 0.100 0.010 50 07/09/08 SS 07/10/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.100 0.025 50 07/09/08 SS 07/10/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/10/08 SS 108-90-7 Chloroethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/10/08 SS 75-00-3 Chloroform U mg/Kg 1.00 0.330 50 07/09/08 SS 07/10/08 SS 67-66-3 Chloromethane U mg/Kg 0.100 0.030 50 07/09/08 SS 07/10/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.100 0.040 50 07/09/08 SS 07/10/08 SS 124-48-1 Dibromomethane U mg/Kg 0.100 0.040 50 07/09/08 SS 07/10/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/10/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/10/08 SS 100-41-4 Methylene chloride U mg/Kg 0.500 0.250 50 07/09/08 SS 07/10/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.100 0.020 50 07/09/08 SS 07/10/08 SS 127-18-4 Toluene U mg/Kg 0.250 0.060 50 07/09/08 SS 07/10/08 SS 108-88-3 Trichloroethene U mg/Kg 0.100 0.048 50 07/09/08 SS 07/10/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.100 0.015 50 07/09/08 SS 07/10/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.100 0.015 50 07/09/08 SS 07/10/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/10/08 SS 156-59-2 m&p-xylene U mg/Kg 0.200 0.025 50 07/09/08 SS 07/10/08 SS 1330-20- 7[m,pl Report ID:820732-415405 Page 32 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Y Jupiter Environmental Laboratories,Inc. I 150 S.Old Dixie Highway Jupiter,FL 33458 Er1t+IPoiimP.rlt7I Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732010 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-10 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.100 0.015 50 07/09/08 SS 07/10/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.100 0.020 50 07/09/08 SS 07/10/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.100 0.010 50 07/09/08 SS 07/10/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.100 0.025 50 07/09/08 SS 07/10/08 SS 10061-02-6 Dibromofluoromethane(S) 86% 60-135 50 07/09/08 SS 07/10/08 SS 1868-53-7 Toluene d8(S) 95% 60-135 50 07/09/08 SS 07/10/08 SS 2037-26-5 4-Bromofluorobenzene(S) 93% 60-135 50 07/09/08 SS 07/10/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method:EPA 8270C 1-Methylnaphthalene U mg/Kg 0.109 0.022 1 07/01/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.109 0.026 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.109 0.019 1 07/01/08 BFM 07/03/08 FO 83-32-9 ^Acenaphthylene U mg/Kg 0.109 0.021 1 07/01/08 BFM 07/03/08 FO 208-96-8 nthracene U mg/Kg 0.109 0.028 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.109 0.034 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.109 0.036 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.109 0.032 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.217 0.039 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.109 0.040 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.109 0.020 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.109 0.045 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.109 0.023 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.109 0.029 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.109 0.037 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.109 0.022 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.109 0.022 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.109 0.024 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 60% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 71 % 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 88% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91.9% 0.1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 33 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Jupiter Environmental Laboratories,Incr, J . paer 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc- Phone:(561)575-0030 /1 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732010 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-10 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 39 3 mg/Kg 4.89 2 45 1 07/01/08 BFM 07/03/08 FO o-Terphenyl(S) 109% 50-150 1 07/01/08 BFM 07/03/08 FO 84-15-1 n-Triacontane-d62(S) 107% 50-150 1 07/01/08 BFM 07/03/08 FO 93952-07-9 Report ID:820732-415405 Page 34 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 c. Jupiter Environmental Laboratories,Inc. 150 S.Old Dixie Highway JupiterJupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732011 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-11 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS AnitlYrie EPA 8112144Art by Prep" #Ihod A 8*Sj8) _ MAO:*Method:EP 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 35 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,.t.!?-'.5.,'>,,,. "' CA ,. 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 .----- Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732011 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-11 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 104% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 96% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 110% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method:EPA 8270C 1-Methylnaphthalene U mg/Kg 0.114 0.023 1 07/01/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.114 0.028 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.114 0.020 1 07/01/08 BFM 07/03/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.114 0.021 1 07/01/08 BFM 07/03/08 FO 208-96-8 - Anthracene U mg/Kg 0.114 0.030 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.114 0.036 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.114 0.037 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.114 0.034 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.227 0.041 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.114 0.042 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.114 0.021 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.114 0.047 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.114 0.024 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.114 0.030 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.114 0.039 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.114 0.023 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.114 0.023 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.114 0.025 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 60% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 67 % 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 87% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 88.1 % 0.1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 36 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc._ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732011 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-11 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method:FL-PRO(GC) Florida Pro Total 10.9 mg/Kg 5.11 2.56 1 07/01/08 BFM 07/03/08 FO o-Terphenyl(S) 110% 50-150 1 07/01/08 BFM 07/03/08 FO 84-15-1 n-Triacontane-d62(S) 82% 50-150 1 07/01/08 BFM 07/03/08 FO 93952-07-9 • Report ID:820732-415405 Page 37 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,»t,aropv fnela t • 160 6 Jupiter Environmental Laboratories,Inc. J u p i to 150 S Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 .------ Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732012 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-12 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysi c: O21 Suably Prepar on Methot.EPA 12608 ; w..r8 - = 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 _ 1,3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,pl Report ID:820732-415405 Page 38 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. L' f' 1606 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 ��....�'. Environ171P.ntdl Lahorataries, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732012 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-12 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Dual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 103% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 95% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 112 % 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 VPH by GC Analysis Desc:MAVPH by GC(S) Analytical Method:MAVPH(GC) - C5-C8 Aliphatics 0.006i mg/Kg 0.038 0.002 1 07/14/08 EN C9-C10 Aromatics 0.025 mg/Kg 0.010 0.002 1 07/14/08 EN C9-C12 Aliphatics 0.003i mg/Kg 0.010 0.002 1 07/14/08 EN Surrogate Recovery Run#1 87.0% 1 07/14/08 EN ^Surrogate Recovery Run#2 109% 1 07/14/08 EN demivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method:EPA 8270C 1-Methylnaphthalene U mg/Kg 0.116 0.024 1 07/01/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.116 0.028 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.116 0.020 1 07/01/08 BFM 07/03/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.116 0.022 1 07/01/08 BFM 07/03/08 FO 208-96-8 Anthracene U mg/Kg 0.116 0.030 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.116 0.037 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.116 0.038 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.116 0.034 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.233 0.042 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.116 0.043 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.116 0.021 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.116 0.048 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.116 0.025 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.116 0.031 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.116 0.040 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.116 0.024 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.116 0.023 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.116 0.025 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 49% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 67% 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 85% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Report ID:820732-415405 Page 39 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. ri u p i to r 150 S.Old Dixie Highway L JupiterFL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732012 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-12 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 86.0 % 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 1010 mg/Kg 52.3 26.2 10 07/01/08 BFM 07/04/08 FO o-Terphenyl(S) 113 % 50-150 10 07/01/08 BFM 07/04/08 FO 84-15-1 n-Triacontane-d62(S) 115 % 50-150 10 07/01/08 BFM 07/04/08 FO 93952-07-9 Analysis Desc:MAEPH by GC(S) Analytical Method:MAEPH(GC) 2-Bromonaphthalene 83.0% 1 07/14/08 EN 580-13-2 2-Fluorobiphenyl 82.0% 1 07/14/08 EN 321-60-8 C11-C22 Aromatics 4.30i mg/Kg 20.0 0.002 1 07/14/08 EN C19-C36 Aliphatics 39.0 mg/Kg 20.0 0.002 1 07/14/08 EN C9-C18Aliphatics 1.90i mg/Kg 20.0 0.002 1 07/14/08 EN 2,3, 4,J- 01 Chloro-octadecane 64.0% 1 07/14/08 EN 3386-33-2 o-Terphenyl 52.0% 1 07/14/08 EN 84-15-1 Report ID:820732-415405 Page 40 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. S lac : 1606 Jupiter Environmental Laboratories,Inc. ,!'.-- J u p i to 150 S.Old Dixie Highway Jupiter,FL 33458 Fir Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732013 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-13 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 83.8 % 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 10.7 mg/Kg 5.36 2.68 1 07/01/08 BFM 07/03/08 FO o-Terphenyl(S) 106% 50-150 1 07/01/08 BFM 07/03/08 FO 84-15-1 n-Triacontane-d62(S) 81 % 50-150 1 07/01/08 BFM 07/03/08 FO 93952-07-9 Report ID:820732-415405 Page 41 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. S 1606 Jupiter Environmental Laboratories,Inc. FP: Jupiter Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 -�, Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732014 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-14 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua! CAS Volatiles by EPA 8260B GC/MS MAWS D _ A 891444cank PP on -:E -t _ yt ethO 26rTi 8 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 42 of 70 7/18/2008 FDOH# E86546 r CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. C * C' 1606 Jupiter Environmental Laboratories,Inc. rxI U p i to r 150 S.Old Dixie Highway 1 r Jupiter,FL 33458 1. Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732014 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-14 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 86% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 86 % 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 115% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Analysis Desc:FOC by D2974[REF](S) Analytical Method: D2974* - Fractional Organic Carbon 0.0034 g C/g soil 1 07/09/08 ESC Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C . 1-Methylnaphthalene U mg/Kg 0.112 0.023 1 07/01/08 BFM 07/03/08 FO 90-12-0 _-Methylnaphthalene U mg/Kg 0.112 0.027 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.112 0.019 1 07/01/08 BFM 07/03/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.112 0.021 1 07/01/08 BFM 07/03/08 FO 208-96-8 Anthracene U mg/Kg 0.112 0.029 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.112 0.036 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.112 0.037 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.112 0.033 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.225 0.040 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.112 0.041 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.112 0.021 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.112 0.047 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.112 0.024 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.112 0.030 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.112 0.039 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.112 0.023 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.112 0.022 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.112 0.024 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 47% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 58% 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 83% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 88.8% 0.1 1 07/03/08 BFM Report ID:820732-415405 Page 43 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. .1!-°-'77,..±.. Clot*.. CAC) . , . , , 1606 Jupiter Environmental Laboratories,Inc. n v p i to 150 S.Old Dixie Highway 111 Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 .."--- Fax: Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732014 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-14 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 16.7 mg/Kg 5.06 2.53 1 07/01/08 BFM 07/03/08 FO o-Terphenyl(S) 106% 50-150 1 07/01/08 BFM 07/03/08 FO 84-15-1 n-Triacontane-d62(S) 84% 50-150 1 07/01/08 BFM 07/03/08 FO 93952-07-9 Report ID:820732-415405 Page 44 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ehc-_ 16136 Jupiter Environmental Laboratories,Inc. p150 S.Old Dixie Highway '("'J Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax (561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732015 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-15 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Alietrsis = ration IMIftrittOtIV5035 Ani d:EPA 826 gyp€ 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 . 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p( Report ID:820732-415405 Page 45 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,w MSC 6 1606 Jupiter Environmental Laboratories,Inc. Jupaer Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 -----' Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732015 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-15 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 108% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 98% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 114% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method:EPA 8270C 1-Methylnaphthalene U mg/Kg 0.112 0.023 1 07/01/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.112 0.027 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.112 0.019 1 07/01/08 BFM 07/03/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.112 0.021 1 07/01/08 BFM 07/03/08 FO 208-96-8 Anthracene U mg/Kg 0.112 0.029 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.112 0.036 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.112 0.037 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.112 0.033 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.225 0.040 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.112 0.041 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.112 0.021 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.112 0.047 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.112 0.024 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.112 0.030 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.112 0.039 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.112 0.023 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.112 0.022 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.112 0.024 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 60% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 69% 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 89% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry ` 13 G: 1 4rtelrigt € Mattlet �pQ ight - Percent Solids(Dryweight) 88.8% 0.1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 46 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. CD .-.•'''-- 2.'7-.%.7.- ,. n+ c: 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Envircnrnental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732015 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-15 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 14.5 mg/Kg 5.06 2.53 1 07/01/08 BFM 07/03/08 FO o-Terphenyl(S) 112 % 50-150 1 07/01/08 BFM 07/03/08 FO 84-15-1 n-Triacontane-d62(S) 82% 50-150 1 07/01/08 BFM 07/03/08 FO 93952-07-9 Report ID:820732-415405 Page 47 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. «r,grn�c CAO 160 6 Jupiter Environmental Laboratories,Inc. e� Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 LL Environmental Laboratories, Inc. Phone:(561)575-0030 '-----. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732016 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-16 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5035 - 8260B(S) Analytical Method:EPA 8260B 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,pl Report ID:820732-415405 Page 48 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Cl) ,a 1606 ,.. Jupiter Environmental Laboratories,Inc. J u p i tl 150 S.Old Dixie Highway Jupiter,FL 33458 �,_... Environmental Li170ratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732016 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-16 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 79% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 94% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 125% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 VPH by GC Analysis Desc:MAVPH by GC(S) Analytical Method: MAVPH(GC) C5-C8 Aliphatics 0.006i mg/Kg 0.035 0.002 1 07/14/08 EN C9-C10 Aromatics 0.035 mg/Kg 0.009 0.002 1 07/14/08 EN C9-C12 Aliphatics 0.003i mg/Kg 0.009 0.002 1 07/14/08 EN Surrogate Recovery Run#1 104% 1 07/14/08 EN Surrogate Recovery Run#2 124% 1 07/14/08 EN .iemivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene U mg/Kg 2.19 0.444 1 07/01/08 BFM 07/01/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 2.19 0.529 1 07/01/08 BFM 07/01/08 FO 91-57-6 Acenaphthene U mg/Kg 2.19 0.378 1 07/01/08 BFM 07/01/08 FO 83-32-9 Acenaphthylene U mg/Kg 2.19 0.413 1 07/01/08 BFM 07/01/08 FO 208-96-8 Anthracene U mg/Kg 2.19 0.570 1 07/01/08 BFM 07/01/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 2.19 0.693 1 07/01/08 BFM 07/01/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 2.19 0.715 1 07/01/08 BFM 07/01/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 2.19 0.645 1 07/01/08 BFM 07/01/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 4.37 0.783 1 07/01/08 BFM 07/01/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 2.19 0.804 1 07/01/08 BFM 07/01/08 FO 207-08-9 Chrysene U mg/Kg 2.19 0.402 1 07/01/08 BFM 07/01/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 2.19 0.907 1 07/01/08 BFM 07/01/08 FO 53-70-3 Fluoranthene U mg/Kg 2.19 0.461 1 07/01/08 BFM 07/01/08 FO 206-44-0 Fluorene U mg/Kg 2.19 0.577 1 07/01/08 BFM 07/01/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 2.19 0.752 1 07/01/08 BFM 07/01/08 FO 193-39-5 Naphthalene U mg/Kg 2.19 0.446 1 07/01/08 BFM 07/01/08 FO 91-20-3 Phenanthrene U mg/Kg 2.19 0.433 1 07/01/08 BFM 07/01/08 FO 85-01-8 Pyrene U mg/Kg 2.19 0.474 1 07/01/08 BFM 07/01/08 FO 129-00-0 Nitrobenzene-d5(S) 116% 20-120 1 07/01/08 BFM 07/01/08 FO 4165-60-0 2-Fluorobiphenyl(S) 59% 30-115 1 07/01/08 BFM 07/01/08 FO 321-60-8 p-Terphenyl-d14(S) 83% 15-140 1 07/01/08 BFM 07/01/08 FO 1718-51-0 Report ID:820732-415405 Page 49 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 16D 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 _. Environmental Laboratories, Inc. Phone:(561)575-0030 ..--- Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732016 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-16 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91 4% 0 1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 15900 mg/Kg 492 246 5 07/01/08 BFM 07/02/08 FO o-Terphenyl(S) 0% 50-150 5 07/01/08 BFM 07/02/08 FO J2d 84-15-1 n-Triacontane-d62(S) 0% 50-150 5 07/01/08 BFM 07/02/08 FO J2d 93952-07-9 Analysis Desc:MAEPH by GC(5) Analytical Method: MAEPH(GC) 2-Bromonaphthalene 108% 1 07/14/08 EN 580-13-2 2-Fluorobiphenyl 91.0% 1 07/14/08 EN 321-60-8 C11-C22Aromatics 1200 mg/Kg 20.0 0.002 1 07/14/08 EN C19-C36 Aliphatics 840 mg/Kg 20.0 0.002 1 07/14/08 EN C9-C18Aliphatics 170 mg/Kg 20.0 0.002 1 07/14/08 EN QB- 01,V Chloro-octadecane 81.0% 1 07/14/08 EN 3386-33-2 o-Terphenyl 78.0% 1 07/14/08 EN 84-15-1 Report ID:820732-415405 Page 50 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Jupiter Environmental Laboratories,Inc. J �' 150 S Old Dixie Highway Jupiter,FL 33458 E=nirlron171ental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732017 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-17 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Maly'r 8021. 1ty Prepafatt l • A 50 - - A { 1 Mlethoal. - 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 x,.,.1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 !,3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 51 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. #-rro . 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 /"*".. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732017 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-17 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 93% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 92% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 119% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene U mg/Kg 0.115 0.023 1 07/01/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.115 0.028 1 07/01/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.115 0.020 1 07/01/08 BFM 07/03/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.115 0.022 1 07/01/08 BFM 07/03/08 FO 208-96-8 - Anthracene U mg/Kg 0.115 0.030 1 07/01/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.115 0.036 1 07/01/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.115 0.038 1 07/01/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.115 0.034 1 07/01/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.230 0.041 1 07/01/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.115 0.042 1 07/01/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.115 0.021 1 07/01/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.115 0.048 1 07/01/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.115 0.024 1 07/01/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.115 0.030 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.115 0.040 1 07/01/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.115 0.023 1 07/01/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.115 0.023 1 07/01/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.115 0.025 1 07/01/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 52% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 59% 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 88% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 86.8% 0.1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 52 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Hns a 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732017 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-17 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method: FL-PRO(GC) Florida Pro Total 11.0 mg/Kg 5.17 2.59 1 07/01/08 BFM 07/03/08 FO o-Terphenyl(S) 104% 50-150 1 07/01/08 BFM 07/03/08 FO 84-15-1 n-Triacontane-d62(S) 79% 50-150 1 07/01/08 BFM 07/03/08 FO 93952-07-9 Report ID:820732-415405 Page 53 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. `reel C.A, 16136 ,....„ Jupiter Environmental Laboratories,Inc. ., Jupiter 150 S.Old Dixie Highway „, Jupiter,FL 33458 Fr. Environmental Laboratories, Inc. Phone:(561)575-0030 ..---' Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732018 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-18 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysts Oesc:EPA 802 - ; wiwide#hlod 82603(S) - 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00036 107/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.006 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00024 1 07/08/08 SS 07/08/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 142-28-9 1,4-Dichlorobenzene U mg/Kg 0.002 0.00024 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00072 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00024 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00072 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.005 0.003 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.001 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00024 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.024 0.008 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00072 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00096 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00096 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene 0.006 mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.012 0.006 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.006 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.001 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00024 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene 0.037 mg/Kg 0.005 0.00060 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 54 of 70 7/18/2008 FDOH# E86546 - CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 16116 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway ..., Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732018 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-18 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene 0.384 mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00024 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 99% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 99% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 129% 60-135 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method:EPA 8270C 1-Methylnaphthalene 63.9 mg/Kg 1.20 0.245 10 07/01/08 BFM 07/09/08 FO L 90-12-0 2-Methylnaphthalene 79.8 mg/Kg 1.20 0.292 10 07/01/08 BFM 07/09/08 FO L 91-57-6 Acenaphthene 1.58 mg/Kg 1.20 0.208 10 07/01/08 BFM 07/09/08 FO 83-32-9 ^Acenaphthylene U mg/Kg 1.20 0.228 10 07/01/08 BFM 07/09/08 FO 208-96-8 nthracene U mg/Kg 1.20 0.314 10 07/01/08 BFM 07/09/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 1.20 0.382 10 07/01/08 BFM 07/09/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 1.20 0.394 10 07/01/08 BFM 07/09/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 1.20 0.355 10 07/01/08 BFM 07/09/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 2.41 0.431 10 07/01/08 BFM 07/09/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 1.20 0.443 10 07/01/08 BFM 07/09/08 FO 207-08-9 Chrysene U mg/Kg 1.20 0.222 10 07/01/08 BFM 07/09/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 1.20 0.500 10 07/01/08 BFM 07/09/08 FO 53-70-3 Fluoranthene U mg/Kg 1.20 0.254 10 07/01/08 BFM 07/09/08 FO 206-44-0 Fluorene 1.72 mg/Kg 1.20 0.318 10 07/01/08 BFM 07/09/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 1.20 0.414 10 07/01/08 BFM 07/09/08 FO 193-39-5 Naphthalene 30.6 mg/Kg 1.20 0.246 10 07/01/08 BFM 07/09/08 FO 91-20-3 Phenanthrene U mg/Kg 1.20 0.239 10 07/01/08 BFM 07/09/08 FO 85-01-8 Pyrene U mg/Kg 1.20 0.261 10 07/01/08 BFM 07/09/08 FO 129-00-0 Nitrobenzene-d5(S) 62% 20-120 10 07/01/08 BFM 07/09/08 FO 4165-60-0 2-Fluorobiphenyl(S) 49% 30-115 10 07/01/08 BFM 07/09/08 FO 321-60-8 p-Terphenyl-d14(S) 74% 15-140 10 07/01/08 BFM 07/09/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 83.2 % 0.1 1 07/03/08 BEM Semivolatiles by GC Report ID:820732-415405 Page 55 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. !u*P 4,0 a` 4. s C. fc (11 160 6 Jupiter Environmental Laboratories,Inc. _ Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 ....�_.. Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732018 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-18 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method:FL-PRO(GC) Florida Pro Total 982 mg/Kg 54.2 27.1 10 07/01/08 BFM 07/04/08 FO o-Terphenyl(S) 96% 50-150 10 07/01/08 BFM 07/04/08 FO J2d 84-15-1 n-Triacontane-d62(S) 108% 50-150 10 07/01/08 BFM 07/04/08 FO J2d 93952-07-9 Report ID:820732-415405 Page 56 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. � � =' C* 16U6 Jupiter Environmental Laboratories,Inc. ' 150 S.Old Dixie Highway ."-.„ JupiterJupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732019 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-19 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS At1 r 8021-. ..n by parat# Method: 035 - - Att. 1,1,1,2-Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2-Trichloroethane U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-34-3 1,1-Dichloroethene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 563-58-6 1,2-DBCP U mg/Kg 0.005 0.002 1 07/08/08 SS 07/08/08 SS 96-12-8 1,2-Dibromoethane(EDB) U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 106-93-4 1,2-Dichlorobenzene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 78-87-5 1,3-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 541-73-1 3-Dichloropropane U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 142-28-9 ,,4-Dichlorobenzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 106-46-7 2,2-Dichloropropane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-97-5 Bromodichloromethane U mg/Kg 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U mg/Kg 0.002 0.00090 1 07/08/08 SS 07/08/08 SS 75-25-2 Bromomethane U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 108-90-7 Chloroethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U mg/Kg 0.020 0.007 1 07/08/08 SS 07/08/08 SS 67-66-3 Chloromethane U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 124-48-1 Dibromomethane U mg/Kg 0.002 0.00080 1 07/08/08 SS 07/08/08 SS 74-95-3 cis-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-01-5 Ethylbenzene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 100-41-4 Methylene chloride U mg/Kg 0.010 0.005 1 07/08/08 SS 07/08/08 SS 75-09-2 Tetrachloroethene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U mg/Kg 0.005 0.001 1 07/08/08 SS 07/08/08 SS 108-88-3 Trichloroethene U mg/Kg 0.002 0.00095 1 07/08/08 SS 07/08/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 m&p-xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7[m,p] Report ID:820732-415405 Page 57 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. CAU , 6 t6U6 Jupiter Environmental Laboratories,Inc. r J u p i to r 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax (561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732019 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-19 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromethane(S) 87% 60-135 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8(S) 103% 60-135 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene(S) 148% 60-135 1 07/08/08 SS 07/08/08 SS J2 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene U mg/Kg 0.120 0.024 1 07/02/08 BFM 07/03/08 FO 90-12-0 2-Methylnaphthalene U mg/Kg 0.120 0.029 1 07/02/08 BFM 07/03/08 FO 91-57-6 Acenaphthene U mg/Kg 0.120 0.021 1 07/02/08 BFM 07/03/08 FO 83-32-9 Acenaphthylene U mg/Kg 0.120 0.023 1 07/02/08 BFM 07/03/08 FO 208-96-8 Anthracene U mg/Kg 0.120 0.031 1 07/02/08 BFM 07/03/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 0.120 0.038 1 07/02/08 BFM 07/03/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 0.120 0.039 1 07/02/08 BFM 07/03/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 0.120 0.036 1 07/02/08 BFM 07/03/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 0.241 0.043 1 07/02/08 BFM 07/03/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 0.120 0.044 1 07/02/08 BFM 07/03/08 FO 207-08-9 Chrysene U mg/Kg 0.120 0.022 1 07/02/08 BFM 07/03/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 0.120 0.050 1 07/02/08 BFM 07/03/08 FO 53-70-3 Fluoranthene U mg/Kg 0.120 0.025 1 07/02/08 BFM 07/03/08 FO 206-44-0 Fluorene U mg/Kg 0.120 0.032 1 07/02/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 0.120 0.041 1 07/02/08 BFM 07/03/08 FO 193-39-5 Naphthalene U mg/Kg 0.120 0.025 1 07/02/08 BFM 07/03/08 FO 91-20-3 Phenanthrene U mg/Kg 0.120 0.024 1 07/02/08 BFM 07/03/08 FO 85-01-8 Pyrene U mg/Kg 0.120 0.026 1 07/02/08 BFM 07/03/08 FO 129-00-0 Nitrobenzene-d5(S) 68% 20-120 1 07/02/08 BFM 07/03/08 FO 4165-60-0 2-Fluorobiphenyl(S) 81 % 30-115 1 07/02/08 BFM 07/03/08 FO 321-60-8 p-Terphenyl-d14(S) 94% 15-140 1 07/02/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 83.1 % 0.1 1 07/03/08 BFM Semivolatiles by GC Report ID:820732-415405 Page 58 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Na u C S 16D Jupiter Environmental Laboratories,Inc. 1 u Le 1 150 S.Old Dixie Highway Jupiter,FL 33458 �..� Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732019 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS-19 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method:FL-PRO(GC) Florida Pro Total 30.3 mg/Kg 5.42 2 71 1 07/02/08 BFM 07/04/08 FO o-Terphenyl(S) 111 % 50-150 1 07/02/08 BFM 07/04/08 FO 84-15-1 n-Triacontane-d62(S) 108% 50-150 1 07/02/08 BFM 07/04/08 FO 93952-07-9 Report ID:820732-415405 Page 59 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 16136 Jupiter Environmental Laboratories,Inc. t a( , 150 S.Old Dixie Highway I Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �, Fax (561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732021 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: CP-1-1' Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent SolidsAnalytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 90.1 % 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 556 111 1000 07/01/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE U ug/Kg 556 111 1000 07/01/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT 42800 ug/Kg 889 178 1000 07/01/08 BFM 07/11/08 FO L 50-29-3 Aldrin U ug/Kg 533 107 1000 07/01/08 BFM 07/11/08 FO 309-00-2 a-BHC 89.4i ug/Kg 383 76.7 1000 07/01/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 328 65.6 1000 07/01/08 BFM 07/11/08 FO 5103-71-9 b-BHC 1180 ug/Kg 411 82.2 1000 07/01/08 BFM 07/11/08 FO 319-85-7 d-BHC U ug/Kg 1390 278 1000 07/01/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 444 88.9 1000 07/01/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 283 56.7 1000 07/01/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 528 106 1000 07/01/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 722 144 1000 07/01/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 611 122 1000 07/01/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 394 78.9 1000 07/01/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 378 75.6 1000 07/01/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 833 167 1000 07/01/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 400 80.0 1000 07/01/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 556 111 1000 07/01/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 406 81.1 1000 07/01/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 1220 244 1000 07/01/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 833 167 1000 07/01/08 BFM 07/11/08 FO Total Toxaphene 249000 ug/Kg 14200 2830 1000 07/01/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 1000 07/01/08 BFM 07/11/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 1000 07/01/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 11 mg/Kg 0 14 0 072 1 07/01/08 ZS 07/01/08 ZS 7440-38-2 Report ID:820732-415405 Page 60 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. :\ .`nehc-, 163 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732022 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: CP-1-2' Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 86.6% 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 261 ug/Kg 145 28.9 250 07/01/08 BEM 07/09/08 FO 72-54-8 4,4'-DDE 317 ug/Kg 145 28.9 250 07/01/08 BFM 07/09/08 FO 72-55-9 4,4'-DDT 535 ug/Kg 231 46.2 250 07/01/08 BFM 07/09/08 FO 50-29-3 Aldrin U ug/Kg 139 27.7 250 07/01/08 BFM 07/09/08 FO 309-00-2 a-BHC U ug/Kg 99.7 19.9 250 07/01/08 BFM 07/09/08 FO 319-84-6 a-Chlordane U ug/Kg 85.3 17.1 250 07/01/08 BFM 07/09/08 FO 5103-71-9 b-BHC 35.8i ug/Kg 107 21.4 250 07/01/08 BFM 07/09/08 FO 319-85-7 -BHC U ug/Kg 361 72.3 250 07/01/08 BFM 07/09/08 FO 319-86-8 Dieldrin U ug/Kg 116 23.1 250 07/01/08 BFM 07/09/08 FO 60-57-1 Endosulfan I U ug/Kg 73.7 14.7 250 07/01/08 BFM 07/09/08 FO 959-98-8 Endosulfan II U ug/Kg 137 27.5 250 07/01/08 BFM 07/09/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 188 37.6 250 07/01/08 BFM 07/09/08 FO 1031-07-8 Endrin U ug/Kg 159 31.8 250 07/01/08 BFM 07/09/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 103 20.5 250 07/01/08 BFM 07/09/08 FO 7421-93-4 Endrin Ketone U ug/Kg 98.3 19.7 250 07/01/08 BFM 07/09/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 217 43.4 250 07/01/08 BFM 07/09/08 FO 58-89-9 g-Chlordane U ug/Kg 104 20.8 250 07/01/08 BFM 07/09/08 FO 12789-03-6 Heptachlor U ug/Kg 145 28.9 250 07/01/08 BFM 07/09/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 105 21.1 250 07/01/08 BFM 07/09/08 FO 1024-57-3 Methoxychlor U ug/Kg 318 63.6 250 07/01/08 BFM 07/09/08 FO 72-43-5 Total Chlordane U ug/Kg 217 43.4 250 07/01/08 BFM 07/09/08 FO Total Toxaphene 7600 ug/Kg 3680 737 250 07/01/08 BFM 07/09/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 250 07/01/08 BFM 07/09/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 250 07/01/08 BFM 07/09/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 4.2 mg/Kg 0.16 0.079 1 07/01/08 ZS 07/01/08 ZS 7440-38-2 Report ID:820732-415405 Page 61 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. bel C' 1i 1613 6 Jupiter Environmental Laboratories,Inc. Jupiter Jupiter,FL 33458 ...t.'=`:.. Environmental Laboratories, Inc. Phone:(561)575-0030 ..---- Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732023 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: CP-1-3' Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 90.1 % 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 556 111 1000 07/01/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE U ug/Kg 556 111 1000 07/01/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT 28200 ug/Kg 889 178 1000 07/01/08 BFM 07/11/08 FO L 50-29-3 Aldrin U ug/Kg 533 107 1000 07/01/08 BFM 07/11/08 FO 309-00-2 a-BHC 159i ug/Kg 383 76.7 1000 07/01/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 328 65.6 1000 07/01/08 BFM 07/11/08 FO 5103-71-9 b-BHC 1070 ug/Kg 411 82.2 1000 07/01/08 BFM 07/11/08 FO 319-85-7 d-BHC U ug/Kg 1390 278 1000 07/01/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 444 88.9 1000 07/01/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 283 56.7 1000 07/01/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 528 106 1000 07/01/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 722 144 1000 07/01/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 611 122 1000 07/01/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 394 78.9 1000 07/01/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 378 75.6 1000 07/01/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 833 167 1000 07/01/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 400 80.0 1000 07/01/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 556 111 1000 07/01/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 406 81.1 1000 07/01/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 1220 244 1000 07/01/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 833 167 1000 07/01/08 BFM 07/11/08 FO Total Toxaphene 192000 ug/Kg 14200 2830 1000 07/01/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 1000 07/01/08 BFM 07/11/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 1000 07/01/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 15 mg/Kg 0.15 0.077 1 07/01/08 ZS 07/01/08 ZS 7440-38-2 Report ID:820732-415405 Page 62 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. wcr �y v..1 160 6 Jupiter Environmental Laboratories,Inc. ffr Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 _.._: Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732024 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: CP-1-4' Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) _ Percent Solids(Dryweight) 86 1 % 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 11.6 2.33 20 07/01/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE U ug/Kg 11.6 2.33 20 07/01/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT 17.6i ug/Kg 18.6 3.72 20 07/01/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 11.2 2.23 20 07/01/08 BFM 07/11/08 FO 309-00-2 a-BHC 7.53i ug/Kg 8.02 1.60 20 07/01/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 6.86 1.37 20 07/01/08 BFM 07/11/08 FO 5103-71-9 b-BHC 199 ug/Kg 8.60 1.72 20 07/01/08 BFM 07/11/08 FO 319-85-7 '-BHC 18.5i ug/Kg 29.1 5.81 20 07/01/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 9.30 1.86 20 07/01/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 5.93 1.19 20 07/01/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 11.0 2.21 20 07/01/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 15.1 3.02 20 07/01/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 12.8 2.56 20 07/01/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 8.26 1.65 20 07/01/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 7.91 1.58 20 07/01/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) 24.4 ug/Kg 17.4 3.49 20 07/01/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 8.37 1.67 20 07/01/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 11.6 2.33 20 07/01/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 8.49 1.70 20 07/01/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 25.6 5.12 20 07/01/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 17.4 3.49 20 07/01/08 BFM 07/11/08 FO Total Toxaphene 508 ug/Kg 297 59.3 20 07/01/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 101 % 60-130 20 07/01/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 102% 60-130 20 07/01/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 130 mg/Kg 0 16 0.080 1 07/01/08 ZS 07/01/08 ZS 7440-38-2 Report ID:820732-415405 Page 63 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. »acrnea 16116 Jupiter Environmental Laboratories,Inc. Jupiter Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 .---. Fax (561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732025 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: CP-2-1 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids :1-4 === Analytical Method:SM 2540G - (Dryweight) Percent Solids(Dryweight) 84.7 % 0-1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 3 59 ug/Kg 0.592 0.118 1 07/01/08 BFM 07/09/08 FO 72-54-8 4,4'-DDE 18.7 ug/Kg 0.592 0.118 1 07/01/08 BFM 07/09/08 FO L 72-55-9 4,4'-DDT U ug/Kg 0.947 0.189 1 07/01/08 BFM 07/09/08 FO 50-29-3 Aldrin U ug/Kg 0.568 0.114 1 07/01/08 BEM 07/09/08 FO 309-00-2 a-BHC U ug/Kg 0.408 0.082 1 07/01/08 BFM 07/09/08 FO 319-84-6 a-Chlordane U ug/Kg 0.349 0.070 1 07/01/08 BFM 07/09/08 FO 5103-71-9 b-BHC U ug/Kg 0.438 0.088 1 07/01/08 BFM 07/09/08 FO 319-85-7 d-BHC U ug/Kg 1.48 0.296 1 07/01/08 BFM 07/09/08 FO 319-86-8 Dieldrin U ug/Kg 0.473 0.095 1 07/01/08 BFM 07/09/08 FO 60-57-1 Endosulfan I U ug/Kg 0.302 0.060 1 07/01/08 BFM 07/09/08 FO 959-98-8 Endosulfan II U ug/Kg 0.562 0.112 1 07/01/08 BFM 07/09/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 0.769 0.154 1 07/01/08 BFM 07/09/08 FO 1031-07-8 Endrin U ug/Kg 0.651 0.130 1 07/01/08 BFM 07/09/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 0.420 0.084 1 07/01/08 BFM 07/09/08 FO 7421-93-4 Endrin Ketone U ug/Kg 0.402 0.080 1 07/01/08 BFM 07/09/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 0.888 0.178 1 07/01/08 BFM 07/09/08 FO 58-89-9 g-Chlordane U ug/Kg 0.426 0.085 1 07/01/08 BFM 07/09/08 FO 12789-03-6 Heptachlor U ug/Kg 0.592 0.118 1 07/01/08 BFM 07/09/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 0.432 0.086 1 07/01/08 BFM 07/09/08 FO 1024-57-3 Methoxychlor U ug/Kg 1.30 0.260 1 07/01/08 BFM 07/09/08 FO 72-43-5 Total Chlordane U ug/Kg 0.888 0.178 1 07/01/08 BFM 07/09/08 FO Total Toxaphene 82.7 ug/Kg 15.1 3.02 1 07/01/08 BFM 07/09/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 74% 60-130 1 07/01/08 BFM 07/09/08 FO 877-09-8 Decachlorobiphenyl(S) 82% 60-130 1 07/01/08 BFM 07/09/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 1.2 mg/Kg 0.15 0.077 1 07/01/08 ZS 07/01/08 ZS 7440-38-2 Report ID:820732-415405 Page 64 of 70 7/18/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. (3 ,o.-w l 160 6 Jupiter Environmental Laboratories,Inc. M � u p i te 150 S.Old Dixie Highway Jupiter,FL 33458 ,..^ Environrnenf31 Laboratories, Inc. Jupiter (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732026 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: CP-2-2 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 79.3% 0,1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 36.6 ug/Kg 31.4 6.29 50 07/01/08 BFM 07/09/08 FO 72-54-8 4,4'-DDE 179 ug/Kg 31.4 6.29 50 07/01/08 BFM 07/09/08 FO 72-55-9 4,4'-DDT 24.2i ug/Kg 50.3 10.1 50 07/01/08 BFM 07/09/08 FO 50-29-3 Aldrin U ug/Kg 30.2 6.04 50 07/01/08 BFM 07/09/08 FO 309-00-2 a-BHC U ug/Kg 21.7 4.34 50 07/01/08 BFM 07/09/08 FO 319-84-6 a-Chlordane U ug/Kg 18.6 3.71 50 07/01/08 BFM 07/09/08 FO 5103-71-9 b-BHC U ug/Kg 23.3 4.65 50 07/01/08 BFM 07/09/08 FO 319-85-7 BHC U ug/Kg 78.6 15.7 50 07/01/08 BFM 07/09/08 FO 319-86-8 dieldrin U ug/Kg 25.2 5.03 50 07/01/08 BFM 07/09/08 FO 60-57-1 Endosulfan I U ug/Kg 16.0 3.21 50 07/01/08 BFM 07/09/08 FO 959-98-8 Endosulfan II U ug/Kg 29.9 5.97 50 07/01/08 BFM 07/09/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 40.9 8.18 50 07/01/08 BFM 07/09/08 FO 1031-07-8 Endrin U ug/Kg 34.6 6.92 50 07/01/08 BFM 07/09/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 22.3 4.47 50 07/01/08 BFM 07/09/08 FO 7421-93-4 Endrin Ketone U ug/Kg 21.4 4.28 50 07/01/08 BFM 07/09/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 47.2 9.43 50 07/01/08 BFM 07/09/08 FO 58-89-9 g-Chlordane U ug/Kg 22.6 4.53 50 07/01/08 BFM 07/09/08 FO 12789-03-6 Heptachlor U ug/Kg 31.4 6.29 50 07/01/08 BFM 07/09/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 23.0 4.59 50 07/01/08 BFM 07/09/08 FO 1024-57-3 Methoxychlor U ug/Kg 69.2 13.8 50 07/01/08 BFM 07/09/08 FO 72-43-5 Total Chlordane U ug/Kg 47.2 9.43 50 07/01/08 BFM 07/09/08 FO Total Toxaphene 613i ug/Kg 802 160 50 07/01/08 BFM 07/09/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 50 07/01/08 BFM 07/09/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 50 07/01/08 BFM 07/09/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.74 mg/Kg 0.17 0.087 1 07/01/08 ZS 07/01/08 ZS 7440-38-2 Report ID:820732-415405 Page 65 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. } 16D 6 Jupiter Environmental Laboratories,Inc. sf- Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 r-- Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732027 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: CP-3-1 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids # Analytical Method:SM 2540G - (Dryweight) Percent Solids(Dryweight) 81.0% 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(5) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 82.9 ug/Kg 61.7 12.3 100 07/01/08 BFM 07/09/08 FO 72-54-8 4,4'-DDE 166 ug/Kg 61.7 12.3 100 07/01/08 BFM 07/09/08 FO 72-55-9 4,4'-DDT U ug/Kg 98.8 19.8 100 07/01/08 BFM 07/09/08 FO 50-29-3 Aldrin U ug/Kg 59.3 11.9 100 07/01/08 BFM 07/09/08 FO 309-00-2 a-BHC U ug/Kg 42.6 8.52 100 07/01/08 BFM 07/09/08 FO 319-84-6 a-Chlordane U ug/Kg 36.4 7.28 100 07/01/08 BFM 07/09/08 FO 5103-71-9 b-BHC U ug/Kg 45.7 9.14 100 07/01/08 BFM 07/09/08 FO 319-85-7 d-BHC U ug/Kg 154 30.9 100 07/01/08 BFM 07/09/08 FO 319-86-8 Dieldrin U ug/Kg 49.4 9.88 100 07/01/08 BFM 07/09/08 FO 60-57-1 Endosulfan I U ug/Kg 31.5 6.30 100 07/01/08 BFM 07/09/08 FO 959-98-8 Endosulfan II U ug/Kg 58.6 11.7 100 07/01/08 BFM 07/09/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 80.2 16.0 100 07/01/08 BFM 07/09/08 FO 1031-07-8 Endrin U ug/Kg 67.9 13.6 100 07/01/08 BFM 07/09/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 43.8 8.77 100 07/01/08 BFM 07/09/08 FO 7421-93-4 Endrin Ketone U ug/Kg 42.0 8.40 100 07/01/08 BFM 07/09/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 92.6 18.5 100 07/01/08 BFM 07/09/08 FO 58-89-9 g-Chlordane U ug/Kg 44.4 8.89 100 07/01/08 BFM 07/09/08 FO 12789-03-6 Heptachlor U ug/Kg 61.7 12.3 100 07/01/08 BFM 07/09/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 45.1 9.01 100 07/01/08 BFM 07/09/08 FO 1024-57-3 Methoxychlor U ug/Kg 136 27.2 100 07/01/08 BFM 07/09/08 FO 72-43-5 Total Chlordane U ug/Kg 92.6 18.5 100 07/01/08 BFM 07/09/08 FO Total Toxaphene 1380i ug/Kg 1570 315 100 07/01/08 BFM 07/09/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 100 07/01/08 BFM 07/09/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 100 07/01/08 BFM 07/09/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.58 mg/Kg 0,17 0.085 1 07/01/08 ZS 07/01/08 ZS 7440-38-2 Report ID:820732-415405 Page 66 of 70 7/18/2008 FDOH# E86546 _-- CERTIFICATE CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ;GQO »YGA ,, .„,,laF 1613 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Env i ro nmenta I LahoratoriPS, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732028 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: CP-3-2 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G - '- (Dryweight) Percent Solids(Dryweight) 95.3% 01 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 0.524 0.105 1 07/01/08 BFM 07/09/08 FO 72-54-8 4,4'-DDE 1.06 ug/Kg 0.524 0.105 1 07/01/08 BFM 07/09/08 FO 72-55-9 4,4'-DDT U ug/Kg 0.838 0.168 1 07/01/08 BFM 07/09/08 FO 50-29-3 Aldrin U ug/Kg 0.503 0.101 1 07/01/08 BFM 07/09/08 FO 309-00-2 a-BHC U ug/Kg 0.361 0.072 1 07/01/08 BFM 07/09/08 FO 319-84-6 a-Chlordane U ug/Kg 0.309 0.062 1 07/01/08 BFM 07/09/08 FO 5103-71-9 b-BHC U ug/Kg 0.387 0.077 1 07/01/08 BFM 07/09/08 FO 319-85-7 '-BHC U ug/Kg 1.31 0.262 1 07/01/08 BFM 07/09/08 FO 319-86-8 Dieldrin U ug/Kg 0.419 0.084 1 07/01/08 BFM 07/09/08 FO 60-57-1 Endosulfan I U ug/Kg 0.267 0.053 1 07/01/08 BFM 07/09/08 FO 959-98-8 Endosulfan II U ug/Kg 0.497 0.099 1 07/01/08 BFM 07/09/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 0.681 0.136 1 07/01/08 BFM 07/09/08 FO 1031-07-8 Endrin U ug/Kg 0.576 0.115 1 07/01/08 BFM 07/09/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 0.372 0.074 1 07/01/08 BFM 07/09/08 FO 7421-93-4 Endrin Ketone U ug/Kg 0.356 0.071 1 07/01/08 BFM 07/09/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 0.785 0.157 1 07/01/08 BFM 07/09/08 FO 58-89-9 g-Chlordane U ug/Kg 0.377 0.075 1 07/01/08 BFM 07/09/08 FO 12789-03-6 Heptachlor U ug/Kg 0.524 0.105 1 07/01/08 BFM 07/09/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 0.382 0.076 1 07/01/08 BFM 07/09/08 FO 1024-57-3 Methoxychlor U ug/Kg 1.15 0.230 1 07/01/08 BFM 07/09/08 FO 72-43-5 Total Chlordane U ug/Kg 0.785 0.157 1 07/01/08 BFM 07/09/08 FO Total Toxaphene 16.4 ug/Kg 13.4 2.67 1 07/01/08 BFM 07/09/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 86% 60-130 1 07/01/08 BFM 07/09/08 FO 877-09-8 Decachlorobiphenyl(S) 142 % 60-130 1 07/01/08 BFM 07/09/08 FO J2 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method:EPA 6020 Arsenic 0.23 mg/Kg 0.15 0.073 1 07/01/08 ZS 07/01/08 ZS J3p 7440-38-2 Report ID:820732-415405 Page 67 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 16136 13 6 Jupiter Environmental Laboratories,Inc. r upitorEnvironmental Laboratories, Inc. Phone:(561)575-0030 +� Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732029 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: MT-1 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8020 Scan by Preparation Method:EPA 5035/50308 8260B(S) Analytical Method: EPA 8260B 1,2-Dichlorobenzene U mg/Kg 0.103 0.015 50 07/09/08 SS 07/10/08 SS 95-50-1 1,3-Dichlorobenzene U mg/Kg 0.103 0.010 50 07/09/08 SS 07/10/08 SS 541-73-1 1,4-Dichlorobenzene U mg/Kg 0.103 0.010 50 07/09/08 SS 07/10/08 SS 106-46-7 Benzene U mg/Kg 0.103 0.010 50 07/09/08 SS 07/10/08 SS 71-43-2 Chlorobenzene U mg/Kg 0.103 0.026 50 07/09/08 SS 07/10/08 SS 108-90-7 Ethylbenzene 0.628 mg/Kg 0.103 0.021 50 07/09/08 SS 07/10/08 SS 100-41-4 Toluene U mg/Kg 0.258 0.062 50 07/09/08 SS 07/10/08 SS 108-88-3 m&p-xylene 1.56 mg/Kg 0.206 0.026 50 07/09/08 SS 07/10/08 SS 1330-20- 7[m,p] o-Xylene 1.36 mg/Kg 0.103 0.015 50 07/09/08 SS 07/10/08 SS 95-47-6 tert-Butyl methyl ether U mg/Kg 0.103 0.021 50 07/09/08 SS 07/10/08 SS 1634-04-4 (MTBE) Dibromofluoromethane(S) 86% 60-135 50 07/09/08 SS 07/10/08 SS 1868-53-7 Toluene d8(S) 91 % 60-135 50 07/09/08 SS 07/10/08 SS 2037-26-5 4-Bromofluorobenzene(S) 96% 60-135 50 07/09/08 SS 07/10/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:EPA 8100 PAH List by Preparation Method:EPA 3545 8270C(S) Analytical Method: EPA 8270C 1-Methylnaphthalene 16.9 mg/Kg 6.02 1.22 50 07/01/08 BFM 07/04/08 FO 90-12-0 2-Methylnaphthalene 23.6 mg/Kg 6.02 1.46 50 07/01/08 BFM 07/04/08 FO 91-57-6 Acenaphthene U mg/Kg 6.02 1.04 50 07/01/08 BFM 07/04/08 FO 83-32-9 Acenaphthylene U mg/Kg 6.02 1.14 50 07/01/08 BFM 07/04/08 FO 208-96-8 Anthracene U mg/Kg 6.02 1.57 50 07/01/08 BFM 07/04/08 FO 120-12-7 Benzo(a)anthracene U mg/Kg 6.02 1.91 50 07/01/08 BFM 07/04/08 FO 56-55-3 Benzo(a)pyrene U mg/Kg 6.02 1.97 50 07/01/08 BFM 07/04/08 FO 50-32-8 Benzo(b)fluoranthene U mg/Kg 6.02 1.78 50 07/01/08 BFM 07/04/08 FO 205-99-2 Benzo(g,h,i)perylene U mg/Kg 12.0 2.16 50 07/01/08 BFM 07/04/08 FO 191-24-2 Benzo(k)fluoranthene U mg/Kg 6.02 2.22 50 07/01/08 BFM 07/04/08 FO 207-08-9 Chrysene U mg/Kg 6.02 1.11 50 07/01/08 BFM 07/04/08 FO 218-01-9 Dibenzo(a,h)anthracene U mg/Kg 6.02 2.50 50 07/01/08 BFM 07/04/08 FO 53-70-3 Fluoranthene U mg/Kg 6.02 1.27 50 07/01/08 BFM 07/04/08 FO 206-44-0 Fluorene U mg/Kg 6.02 1.59 50 07/01/08 BFM 07/04/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U mg/Kg 6.02 2.07 50 07/01/08 BFM 07/04/08 FO 193-39-5 Naphthalene 5.21i mg/Kg 6.02 1.23 50 07/01/08 BFM 07/04/08 FO 91-20-3 Phenanthrene 12.8 mg/Kg 6.02 1.19 50 07/01/08 BFM 07/04/08 FO 85-01-8 Pyrene U mg/Kg 6.02 1.31 50 07/01/08 BFM 07/04/08 FO 129-00-0 Nitrobenzene-d5(S) 0% 20-120 50 07/01/08 BFM 07/04/08 FO J2d 4165-60-0 Report ID:820732-415405 Page 68 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. a#ry 1613 Jupiter Environmental Laboratories,Inc. r JupIter 150 S.Old Dixie Highway Jupiter,FL 33458 �..� Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732029 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: MT-1 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS 2-Fluorobiphenyl(S) 0% 30-115 50 07/01/08 BFM 07/04/08 FO J2d 321-60-8 p-Terphenyl-d14(S) 0% 15-140 50 07/01/08 BFM 07/04/08 FO J2d 1718-51-0 Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 96.6 % 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Desc:Florida PRO by GC(S) Preparation Method:EPA 3545 Analytical Method:FL-PRO(GC) Florida Pro Total 13000 mg/Kg 466 233 100 07/01/08 BFM 07/04/08 FO o-Terphenyl(S) 0 % 50-150 100 07/01/08 BFM 07/04/08 FO J2d 84-15-1 n-Triacontane-d62(S) 0 % 50-150 100 07/01/08 BFM 07/04/08 FO J2d 93952-07-9 Report ID:820732-415405 Page 69 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. aC,w hs `i(` 16D 6 Jupiter Environmental Laboratories,Inc. l u p i to r 150 S u De L 33458 Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS QUALIFIERS LOG# 820732 Project ID: 75-28302 Pepper Ranch PARAMETER QUALIFIERS I The reported value is between the laboratory method detection limit and the practical quantitation limit. J-01 Result is estimated due to positive results in the associated method blank. J2 Surrogate recovery limits were exceeded due to matrix interference. J2d Surrogate recovery limits were exceeded due to matrix required sample dilution. J3p The reported value failed to meet the established quality control criteria for either precision(23%RSD). L Off-scale high.Reported value is above the calibration range. QB-01 The method blank had a positive results for the analyte,however the concentration in t he method blank is less than 10%of the sample result,which minimizes the impact of the deviation. V Indicates that the analyte was detected in both the sample and the associated method blank. [1] J-01 =Result is estimated due to positive results in the associated method blank. [2] I=The reported value is between the laboratory MDL and the PQL. [3] V=Indicates that the analyte was detected in both the sample and the associated method blank. [4] QB-01 =The method blank had a positive result for the analyte,however the concentration in the method blank is less than 10%of the sample result which minimizes the impact of the deviation PROJECT COMMENTS 820732 A reported value of U indicates that the compound was analyzed for but not detected above the MDL. A value flagged with an"i"flag indicates that the reported value is between the laboratory method detection limit and the practical quantitation limit. Report Limit=PQL SUBCONTRACTOR NELAC CERTIFICATION 820732 EN=E82277 820732 ESC=E87487 Report ID:820732-415405 Page 70 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ® C . 1613 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 �...` Environmental Laboratories, Inc Phone:(561)575-0030 Fax:(561)575-4118 www.jupiterlabs.com clientservices@jupiterlabs.com July 15,2008 HSA Engineers&Scientists HSA Engineers&Scientists 1520 Royal Palm Square Blvd Suite 260 Fort Myers,FL 33919 RE: LOG# 820741 Project ID: 75-28302 Trafford Ranch COC# 35066 Dear HSA&Scientists: Enclosed are the analytical results for sample(s)received by the laboratory on Tuesday,July 01,2008. Results reported herein conform to the most current NELAC standards,where applicable,unless indicated by*in the body of the report. The enclosed Chain of Custody is a component of this package and should be retained with the package and incorporated therein. ^ Results for all solid matrices are reported in dry weight unless otherwise noted.Results for all liquid matrices are reported as received in the laboratory unless otherwise noted. Samples are disposed of after 30 days of their receipt by the laboratory unless archiving is requested in writing.The laboratory maintains the right to charge storage fees for archived samples. Certain analyses are subcontracted to outside NELAC certified laboratories,please see the Footnotes section of this report for NELAC certification numbers of laboratories used. A Statement of Qualifiers is available upon request. If you have any questions concerning this report,please feel free to contact me. Sincerely, Kacia Baldwin kbaldwin@jupiterlabs.com Enclosures Report ID:820741 -414230 Page 1 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Wiese 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 EnvironmentaI Laboratories, Inc_ Phone:(561)575-0030 +� Fax:(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820741 Project ID: 75-28302 Trafford Ranch Analytes Lab ID Sample ID Method Reported 820741001 CP-19-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741002 CP-19-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741003 CP-20-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741004 CP-20-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741005 CP-21-1 EPA6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741006 CP-21-2 EPA6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741007 MTW-1 FL-PRO(GC) 3 820741008 EPA 826013 44 820741009 EPA 8310 List by 8270C SIM 21 820741010 CPW-1 EPA 200.8(Total) 1 820741011 CP-9-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741012 CP-9-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741013 CP-10-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741014 CP-10-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 Report ID:820741 -414230 Page 2 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. t•.0 RS G�` Cm. 1613 6 Jupiter Environmental Laboratories,Inc. Jupiter150SJupiter,FL 33458 Env ironmentaI Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820741 Project ID: 75-28302 Trafford Ranch Analytes Lab ID Sample ID Method Reported 820741015 CP-11-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741016 CP-11-1 EPA6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741017 CP-12-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741018 CP-12-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741019 CP-13-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 320741020 CP-13-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741021 CP-14-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741022 CP-14-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741023 CP-15-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741024 CP-15-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741025 CP-16-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741026 CP-16-2 EPA 6020 1 Report ID:820741 -414230 Page 3 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. w hm Jr • 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820741 Project ID: 75-28302 Trafford Ranch Analytes Lab ID Sample ID Method Reported 820741026 CP-16-2 EPA 8081 (GC) 24 SM 2540G 1 820741027 CP-17-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741028 CP-17-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741029 CP-18-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741030 CP-18-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741031 CP-4-1 EPA6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741032 CP-4-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741033 CP-5-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741034 CP-5-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741035 CP-6-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741036 CP-6-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741037 CP-7-1 EPA 6020 1 EPA 8081 (GC) 24 Report ID:820741 -414230 Page 4 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1 6 u Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT • LOG# 820741 Project ID: 75-28302 Trafford Ranch Analytes Lab ID Sample ID Method Reported 820741037 CP-7-1 SM 2540G 1 820741038 CP-7-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741039 CP-8-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741040 CP-8-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741041 CPW-1 EPA 8081 (GC) 24 Report ID:820741 -414230 Page 5 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �s. Fax:(561)575-4118 SAMPLE SUMMARY LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID Sample ID Matrix Date Collected Date Received 820741001 CP-19-1 Soil/Solid 6/30/2008 12:55 7/1/2008 11:30 820741002 CP-19-2 Soil/Solid 6/30/2008 12:55 7/1/2008 11:30 820741003 CP-20-1 Soil/Solid 6/30/2008 13:05 7/1/2008 11:30 820741004 CP-20-2 Soil/Solid 6/30/2008 13:05 7/1/2008 11:30 820741005 CP-21-1 Soil/Solid 6/30/2008 13:15 7/1/2008 11:30 820741006 CP-21-2 Soil/Solid 6/30/2008 13:15 7/1/2008 11:30 820741007 MTW-1 Aqueous Liquid 6/30/2008 15:01 7/1/2008 11:30 820741008 MTW-1 Aqueous Liquid 6/30/2008 15:01 7/1/2008 11:30 820741009 MTW-1 Aqueous Liquid 6/30/2008 15:01 7/1/2008 11:30 820741010 CPW-1 Aqueous Liquid 6/30/2008 16:10 7/1/2008 11:30 820741011 CP-9-1 Soil/Solid 6/30/2008 11:00 7/1/2008 11:30 820741012 CP-9-2 Soil/Solid 6/30/2008 11:00 7/1/2008 11:30 820741013 CP-10-1 Soil/Solid 6/30/2008 11:16 7/1/2008 11:30 820741014 CP-10-2 Soil/Solid 6/30/2008 11:16 7/1/2008 11:30 820741015 CP-11-2 Soil/Solid 6/30/2008 11:22 7/1/2008 11:30 820741016 CP-11-1 Soil/Solid 6/30/2008 11:22 7/1/2008 11:30 820741017 CP-12-1 Soil/Solid 6/30/2008 11:27 7/1/2008 11:30 820741018 CP-12-2 Soil/Solid 6/30/2008 11:27 7/1/2008 11:30 820741019 CP-13-1 Soil/Solid 6/30/2008 11:33 7/1/2008 11:30 820741020 CP-13-2 Soil/Solid 6/30/2008 11:33 7/1/2008 11:30 820741021 CP-14-1 Soil/Solid 6/30/2008 11:45 7/1/2008 11:30 820741022 CP-14-2 Soil/Solid 6/30/2008 11:45 7/1/2008 11:30 820741023 CP-15-1 Soil/Solid 6/30/200811:53 7/1/2008 11:30 820741024 CP-15-2 Soil/Solid 6/30/2008 11:53 7/1/2008 11:30 820741025 CP-16-1 Soil/Solid 6/30/2008 12:08 7/1/2008 11:30 820741026 CP-16-2 Soil/Solid 6/30/2008 12:08 7/1/2008 11:30 820741027 CP-17-1 Soil/Solid 6/30/2008 12:25 7/1/2008 11:30 820741028 CP-17-2 Soil/Solid 6/30/2008 12:25 7/1/2008 11:30 820741029 CP-18-1 Soil/Solid 6/30/2008 12:30 7/1/2008 11:30 820741030 CP-18-2 Soil/Solid 6/30/2008 12:30 7/1/2008 11:30 820741031 CP-4-1 Soil/Solid 6/30/2008 10:15 7/1/2008 11:30 820741032 CP-4-2 Soil/Solid 6/30/2008 10:15 7/1/2008 11:30 820741033 CP-5-1 Soil/Solid 6/30/2008 10:25 7/1/2008 11:30 820741034 CP-5-2 Soil/Solid 6/30/2008 10:25 7/1/2008 11:30 Report ID:820741 -414230 Page 6 of 50 7/15/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 6 „.,..imn¢r - rhda .s 1611 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 .��.. Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE SUMMARY LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID Sample ID Matrix Date Collected Date Received 820741035 CP-6-1 Soil/Solid 6/30/2008 10:35 7/1/2008 11:30 820741036 CP-6-2 Soil/Solid 6/30/2008 10:35 7/1/2008 11:30 820741037 CP-7-1 Soil/Solid 6/30/2008 10:45 7/1/2008 11:30 820741038 CP-7-2 Soil/Solid 6/30/2008 10:45 7/1/2008 11:30 820741039 CP-8-1 Soil/Solid 6/30/2008 10:50 7/1/2008 11:30 820741040 CP-8-2 Soil/Solid 6/30/2008 10:50 7/1/2008 11:30 820741041 CPW-1 Aqueous Liquid 6/30/2008 16:10 7/1/2008 11:30 Report ID:820741 -414230 Page 7 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 4 nciac 1606 Jupiter Environmental Laboratories,Inc. Jr J u p i e r 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741001 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-19-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91.1 % 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 199 ug/Kg 5.49 1,10 10 07/09/08 BFM 07/10/08 FO L. 72-54-8 4,4'-DDE 115 ug/Kg 5.49 1.10 10 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT 24.3 ug/Kg 8.79 1.76 10 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 5.27 1.05 10 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 3.79 0.758 10 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 3.24 0.648 10 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC 1.54i ug/Kg 4.07 0.813 10 07/09/08 BFM 07/10/08 FO 319-85-7 d-BHC U ug/Kg 13.7 2.75 10 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 4.40 0.879 10 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 2.80 0.560 10 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 5.22 1.04 10 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 7.14 1.43 10 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 6.04 1.21 10 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 3.90 0.780 10 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 3.74 0.747 10 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 8.24 1.65 10 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 3.96 0.791 10 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 5.49 1.10 10 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 4.01 0.802 10 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 12.1 2.42 10 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 8.24 1.65 10 07/09/08 BFM 07/10/08 FO Total Toxaphene 752 ug/Kg 140 28.0 10 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 113% 60-130 10 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 231 % 60-130 10 07/09/08 BFM 07/10/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 6.1 mg/Kg 0.15 0.076 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 8 of 50 7/15/2008 FDOH# E86546 ,_ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. GP`s CIehc-_ 1613 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 -mmEnvironmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741002 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-19-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 92.1 % 0.1 1 07/07/08 BEM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 19.4 ug/Kg 5.43 1.09 10 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 120 ug/Kg 5.43 1.09 10 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT U ug/Kg 8.70 1.74 10 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 5.22 1.04 10 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 3.75 0.750 10 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 3.21 0.641 10 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC 1.05i ug/Kg 4.02 0.804 10 07/09/08 BFM 07/10/08 FO 319-85-7 •BHC U ug/Kg 13.6 2.72 10 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 4.35 0.870 10 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 2.77 0.554 10 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 5.16 1.03 10 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 7.07 1.41 10 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 5.98 1.20 10 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 3.86 0.772 10 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 3.70 0.739 10 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 8.15 1.63 10 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 3.91 0.783 10 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 5.43 1.09 10 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 3.97 0.793 10 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 12.0 2.39 10 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 8.15 1.63 10 07/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 139 27.7 10 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 90% 60-130 10 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 108% 60-130 10 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.81 mg/Kg 0.15 0.075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 9 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 16116 6 Jupiter Environmental Laboratories,Inc. ' J u p i to r 150 S.Old Dixie Highway Jupiter,FL 33458 ,......... Environmental Laboratories, Inc. Phone:(561)575-0030 i--.. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741003 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-20-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 90 1 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 0.939 ug/Kg 0.556 0.111 1 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 1.86 ug/Kg 0.556 0.111 1 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT 0.605i ug/Kg 0.889 0.178 1 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 0.533 0.107 1 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 0.383 0.077 1 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 0.328 0.066 1 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 0.411 0.082 1 07/09/08 BFM 07/10/08 FO 319-85-7 d-BHC U ug/Kg 1.39 0.278 1 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 0.444 0.089 1 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 0.283 0.057 1 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 0.528 0.106 1 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 0.722 0.144 1 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 0.611 0.122 1 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 0.394 0.079 1 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 0.378 0.076 1 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 0.833 0.167 1 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 0.400 0.080 1 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 0.556 0.111 1 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 0.406 0.081 1 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 1.22 0.244 1 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 0.833 0.167 1 07/09/08 BFM 07/10/08 FO Total Toxaphene 11.4i ug/Kg 14.2 2.83 1 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 93% 60-130 1 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 153% 60-130 1 07/09/08 BFM 07/10/08 FO J2 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 2.1 mg/Kg 0.15 0.077 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 10 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, O9 without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 jJupiter Environmental Laboratories,Inc. 150 Sr .Old Dixie Highway Jupiter,FL 33458 M me`_ En d+Iron mert�'��taI Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741004 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-20-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 93.5 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 0.535 0.107 1 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 2.49 ug/Kg 0.535 0.107 1 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT U ug/Kg 0.856 0.171 1 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 0.513 0.103 1 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 0.369 0.074 1 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 0.316 0.063 1 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 0.396 0.079 1 07/09/08 BFM 07/10/08 FO 319-85-7 --- '-BHC U ug/Kg 1.34 0.267 1 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 0.428 0.086 1 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 0.273 0.055 1 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 0.508 0.102 1 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 0.695 0.139 1 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 0.588 0.118 1 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 0.380 0.076 1 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 0.364 0.073 1 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 0.802 0.160 1 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 0.385 0.077 1 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 0.535 0.107 1 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 0.390 0.078 1 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 1.18 0.235 1 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 0.802 0.160 1 07/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 13.6 2.73 1 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 93% 60-130 1 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 135% 60-130 1 07/09/08 BFM 07/10/08 FO J2 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.36 mg/Kg 0.15 0.074 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 11 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 7rnR'?' Ct 16136 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 rEnvironmentaI Laboratories, Inc. Phone:(561)575-0030 .-� Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741005 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-21-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids T Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 97.8 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 73.9 ug/Kg 25.5 5.10 50 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 129 ug/Kg 25.5 5.10 50 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT 51.5 ug/Kg 40.8 8.16 50 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 24.5 4.90 50 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 17.6 3.52 50 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 15.1 3.01 50 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC 9.39i ug/Kg 18.9 3.78 50 07/09/08 BFM 07/10/08 FO 319-85-7 d-BHC U ug/Kg 63.8 12.8 50 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 20.4 4.08 50 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 13.0 2.60 50 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 24.2 4.85 50 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 33.2 6.63 50 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 28.1 5.61 50 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 18.1 3.62 50 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 17.3 3.47 50 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 38.3 7.65 50 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 18.4 3.67 50 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 25.5 5.10 50 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 18.6 3.72 50 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 56.1 11.2 50 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 38.3 7.65 50 07/09/08 BFM 07/10/08 FO Total Toxaphene 4050 ug/Kg 651 130 50 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 50 07/09/08 BFM 07/10/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 50 07/09/08 BFM 07/10/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method:EPA 6020 Arsenic 6.3 mg/Kg 0.14 0.070 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 12 of 50 7/15/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, 40 without the written consent offJJupiter +Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741006 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-21-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540 (Dryweight) Percent Solids(Dryweight) 97.7 % 0.1 1 07/07/08 BFM 1 Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 200 ug/Kg 51.3 10.3 100 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 200 ug/Kg 51.3 10.3 100 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT U ug/Kg 82.1 16.4 100 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 49.2 9.85 100 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 35.4 7.08 100 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 30.3 6.05 100 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC 222 ug/Kg 37.9 7.59 100 07/09/08 BFM 07/10/08 FO 319-85-7 -BHC U ug/Kg 128 25.6 100 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 41.0 8.21 100 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 26.2 5.23 100 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 48.7 9.74 100 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 66.7 13.3 100 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 56.4 11.3 100 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 36.4 7.28 100 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 34.9 6.97 100 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 76.9 15.4 100 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 36.9 7.38 100 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 51.3 10.3 100 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 37.4 7.49 100 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 113 22.6 100 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 76.9 15.4 100 07/09/08 BFM 07/10/08 FO Total Toxaphene 10700 ug/Kg 1310 262 100 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 100 07/09/08 BFM 07/10/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 100 07/09/08 BFM 07/10/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 3.6 mg/Kg 0,14 0.070 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 13 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. e Chdaci 0 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 :.:� Environmental Laboratories, Inc. Phone:(561)575-0030 �--� Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741011 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-9-1 Date Collected: 6/30/2008 11:00 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 92 0% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 0 163i ug/Kg 0.543 0.109 1 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 0.296i ug/Kg 0.543 0.109 1 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT U ug/Kg 0.870 0.174 1 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 0.522 0.104 1 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 0.375 0.075 1 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 0.321 0.064 1 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 0.402 0.080 1 07/09/08 BFM 07/10/08 FO 319-85-7 d-BHC U ug/Kg 1.36 0.272 1 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 0.435 0.087 1 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 0.277 0.055 1 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 0.516 0.103 1 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 0.707 0.141 1 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 0.598 0.120 1 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 0.386 0.077 1 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 0.370 0.074 1 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 0.815 0.163 1 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 0.391 0.078 1 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 0.543 0.109 1 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 0.397 0.079 1 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 1.20 0.239 1 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 0.815 0.163 1 07/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 13.9 2.77 1 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 80% 60-130 1 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 68% 60-130 1 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.16 mg/Kg 0.15 0.075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 19 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ? _'C R w:r rnjyM��y!Jy��/�y(��, Y 1613 6 Jupiter Environmental Laboratories,Inc. r . I to 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741012 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-9-2 Date Collected: 6/30/2008 11:00 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 89 3% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 0.559 0.112 1 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE U ug/Kg 0.559 0.112 1 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT U ug/Kg 0.894 0.179 1 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 0.536 0.107 1 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 0.385 0.077 1 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 0.330 0.066 1 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 0.413 0.083 1 07/09/08 BFM 07/10/08 FO 319-85-7 BHC U ug/Kg 1.40 0.279 1 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 0.447 0.089 1 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 0.285 0.057 1 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 0.531 0.106 1 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 0.726 0.145 1 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 0.615 0.123 1 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 0.397 0.079 1 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 0.380 0.076 1 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 0.838 0.168 1 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 0.402 0.080 1 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 0.559 0.112 1 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 0.408 0.082 1 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 1.23 0.246 1 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 0.838 0.168 1 07/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 14.2 2.85 1 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 96% 60-130 1 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 95% 60-130 1 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method:EPA 6020 Arsenic 0.099i mg/Kg 0.16 0.078 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 20 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. L �GtCii..,7 CAUI 1611 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 ._...=,.. Environmental Laboratories, Inc- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741013 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-10-1 Date Collected: 6/30/2008 11:16 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) ._mak .,; Percent Solids(Dryweight) 88.4 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 7.99 ug/Kg 5.65 1.13 10 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 21.5 ug/Kg 5.65 1.13 10 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT U ug/Kg 9.04 1.81 10 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 5.42 1.08 10 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 3.90 0.780 10 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 3.33 0.667 10 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 4.18 0.836 10 07/09/08 BFM 07/10/08 FO 319-85-7 d-BHC U ug/Kg 14.1 2.82 10 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 4.52 0.904 10 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 2.88 0.576 10 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 5.37 1.07 10 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 7.34 1.47 10 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 6.21 1.24 10 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 4.01 0.802 10 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 3.84 0.768 10 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 8.47 1.69 10 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 4.07 0.814 10 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 5.65 1.13 10 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 4.12 0.825 10 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 12.4 2.49 10 07/09/08 BEM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 8.47 1.69 10 07/09/08 BEM 07/10/08 FO Total Toxaphene 247 ug/Kg 144 28.8 10 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 101 % 60-130 10 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 69% 60-130 10 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 1.1 mg/Kg 0.16 0.078 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 21 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 -.' nela`x= 1606 o,; Jupiter Environmental Laboratories,Inc. J ,ut p I to r 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741014 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-10-2 Date Collected: 6/30/2008 11:16 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) a Percent Solids(Dryweight) 94.5% 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 0.529 0.106 1 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 2.21 ug/Kg 0.529 0.106 1 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT U ug/Kg 0.847 0.169 1 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 0.508 0.102 1 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 0.365 0.073 1 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 0.312 0.062 1 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 0.392 0.078 1 07/09/08 BFM 07/10/08 FO 319-85-7 '-BHC U ug/Kg 1.32 0.265 1 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 0.423 0.085 1 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 0.270 0.054 1 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 0.503 0.101 1 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 0.688 0.138 1 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 0.582 0.116 1 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 0.376 0.075 1 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 0.360 0.072 1 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 0.794 0.159 1 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 0.381 0.076 1 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 0.529 0.106 1 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 0.386 0.077 1 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 1.16 0.233 1 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 0.794 0.159 1 07/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 13.5 2.70 1 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 97 % 60-130 1 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 128% 60-130 1 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 30508 - by ICP/MS(S) _ Analytical Method: EPA 6020 ` .; _ °� "' _" Arsenic 0.20 mg/Kg 0.15 0.073 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 22 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. _., CAO a_' C t 1606 Jupiter Environmental Laboratories,Inc. Jupiter 150 S Old Dixie Highway Jupiter,FL 33458 Envir,NTtentaI Laboratories, Inc. Phone:(561)575-0030 ----. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741015 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-11-2 Date Collected: 6/30/2008 11:22 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight), _ Percent Solids(Dryweight) 92.7 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 5.41 1,08 10 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 37.1 ug/Kg 5.41 1.08 10 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT U ug/Kg 8.65 1.73 10 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 5.19 1.04 10 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 3.73 0.746 10 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 3.19 0.638 10 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 4.00 0.800 10 07/09/08 BFM 07/10/08 FO 319-85-7 d-BHC U ug/Kg 13.5 2.70 10 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 4.32 0.865 10 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 2.76 0.551 10 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 5.14 1.03 10 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 7.03 1.41 10 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 5.95 1.19 10 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 3.84 0.768 10 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 3.68 0.735 10 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 8.11 1.62 10 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 3.89 0.778 10 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 5.41 1.08 10 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 3.95 0.789 10 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 11.9 2.38 10 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 8.11 1.62 10 07/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 138 27.6 10 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 90% 60-130 10 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 87% 60-130 10 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.30 mg/Kg 0.15 0.074 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 23 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 3tl` .'.nehc-.. �J 161i6 Jupiter Environmental Laboratories,Inc. 7, Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc_ Phone.(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741016 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-11-1 Date Collected: 6/30/2008 11:22 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 92.2 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 21.6 ug/Kg 5.43 1.09 10 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 209 ug/Kg 5.43 1.09 10 07/09/08 BFM 07/10/08 FO L 72-55-9 4,4'-DDT 14.8 ug/Kg 8.70 1.74 10 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 5.22 1.04 10 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 3.75 0.750 10 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 3.21 0.641 10 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 4.02 0.804 10 07/09/08 BFM 07/10/08 FO 319-85-7 BHC U ug/Kg 13.6 2.72 10 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 4.35 0.870 10 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 2.77 0.554 10 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 5.16 1.03 10 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 7.07 1.41 10 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 5.98 1.20 10 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 3.86 0.772 10 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 3.70 0.739 10 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 8.15 1.63 10 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 3.91 0.783 10 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 5.43 1.09 10 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 3.97 0.793 10 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 12.0 2.39 10 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 8.15 1.63 10 07/09/08 BFM 07/10/08 FO Total Toxaphene 532 ug/Kg 139 27.7 10 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 93% 60-130 10 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 76% 60-130 10 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.83 mg/Kg 0.15 0 075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 24 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ar7 thelati 0 160 6 jr „,, j Jupiter Jupiter Environmental Laboratories,Inc. 150 S Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741017 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-12-1 Date Collected: 6/30/2008 11:27 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 92.9 % 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method:EPA 8081 (GC) 4,4'-DDD 163 ug/Kg 134 26.9 250 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 265 ug/Kg 134 26.9 250 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT 181i ug/Kg 215 43.0 250 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 129 25.8 250 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 92.7 18.5 250 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 79.3 15.9 250 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC 132 ug/Kg 99.5 19.9 250 07/09/08 BFM 07/10/08 FO 319-85-7 d-BHC U ug/Kg 336 67.2 250 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 108 21.5 250 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 68.5 13.7 250 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 128 25.5 250 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 175 34.9 250 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 148 29.6 250 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 95.4 19.1 250 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 91.4 18.3 250 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 202 40.3 250 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 96.8 19.4 250 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 134 26.9 250 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 98.1 19.6 250 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 296 59.1 250 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 202 40.3 250 07/09/08 BFM 07/10/08 FO Total Toxaphene 12900 ug/Kg 3430 685 250 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 108% 60-130 250 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 108% 60-130 250 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 7.0 mg/Kg 0.15 0.074 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 25 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 u Jupiter Environmental Laboratories,Inc. 1 1r Environmental 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741018 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-12-2 Date Collected: 6/30/2008 11:27 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 94.5% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method. EPA 8081 (GC) 4,4'-DDD 4.49i ug/Kg 5.29 1.06 10 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE 79.8 ug/Kg 5.29 1.06 10 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT 5.80i ug/Kg 8.47 1.69 10 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 5.08 1.02 10 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC U ug/Kg 3.65 0.730 10 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 3.12 0.624 10 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC U ug/Kg 3.92 0.783 10 07/09/08 BFM 07/10/08 FO 319-85-7 -BHC U ug/Kg 13.2 2.65 10 07/09/08 BFM 07/10/08 FO 319-86-8 dieldrin U ug/Kg 4.23 0.847 10 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 2.70 0.540 10 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 5.03 1.01 10 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 6.88 1.38 10 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 5.82 1.16 10 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 3.76 0.751 10 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 3.60 0.720 10 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 7.94 1.59 10 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 3.81 0.762 10 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 5.29 1.06 10 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 3.86 0.772 10 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 11.6 2.33 10 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 7.94 1.59 10 07/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 135 27.0 10 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 110°A, 60-130 10 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlorobiphenyl(S) 113°A° 60-130 10 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 1.1 mg/Kg 0 15 0.073 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 26 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consentof Jupiter Environmental Laboratories,Inc.. c', 0 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741019 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-13-1 Date Collected: 6/30/2008 11:33 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 92.1 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 109 21.7 200 07/09/08 BFM 07/10/08 FO 72-54-8 4,4'-DDE U ug/Kg 109 21.7 200 07/09/08 BFM 07/10/08 FO 72-55-9 4,4'-DDT 670 ug/Kg 174 34.8 200 07/09/08 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 104 20.9 200 07/09/08 BFM 07/10/08 FO 309-00-2 a-BHC 271 ug/Kg 75.0 15.0 200 07/09/08 BFM 07/10/08 FO 319-84-6 a-Chlordane U ug/Kg 64.1 12.8 200 07/09/08 BFM 07/10/08 FO 5103-71-9 b-BHC 1420 ug/Kg 80.4 16.1 200 07/09/08 BFM 07/10/08 FO 319-85-7 d-BHC 242i ug/Kg 272 54.3 200 07/09/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 87.0 17.4 200 07/09/08 BFM 07/10/08 FO 60-57-1 Endosulfan I U ug/Kg 55.4 11.1 200 07/09/08 BFM 07/10/08 FO 959-98-8 Endosulfan II U ug/Kg 103 20.7 200 07/09/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 141 28.3 200 07/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 120 23.9 200 07/09/08 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 77.2 15.4 200 07/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 73.9 14.8 200 07/09/08 BFM 07/10/08 FO 53494-70-5 g-BHC(Lindane) 508 ug/Kg 163 32.6 200 07/09/08 BFM 07/10/08 FO 58-89-9 g-Chlordane U ug/Kg 78.3 15.7 200 07/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 109 21.7 200 07/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 79.3 15.9 200 07/09/08 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 239 47.8 200 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 163 32.6 200 07/09/08 BFM 07/10/08 FO Total Toxaphene 38900 ug/Kg 2770 554 200 07/09/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 200 07/09/08 BFM 07/10/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 200 07/09/08 BFM 07/10/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 7.8 mg/Kg 0.15 0.075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 27 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. . , 161i6 Jupiter Jupiter Environmental Laboratories,Inc. 150SeHigayJupiter,FL 33458 7 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741020 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-13-2 Date Collected: 6/30/2008 11:33 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 90.8% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 110 22.0 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE U ug/Kg 110 22.0 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 176 35.2 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 105 21.1 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 75.8 15.2 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 64.8 13.0 200 07/09/08 BFM 07/11/08 FO 5103-71-9 -BHC 371 ug/Kg 81.3 16.3 200 07/09/08 BFM 07/11/08 FO 319-85-7 BHC U ug/Kg 275 54.9 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 87.9 17.6 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 56.0 11.2 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 104 20.9 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 143 28.6 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 121 24.2 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 78.0 15.6 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 74.7 14.9 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) 38.4i ug/Kg 165 33.0 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 79.1 15.8 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 110 22.0 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 80.2 16.0 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 242 48.4 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 165 33.0 200 07/09/08 BFM 07/11/08 FO Total Toxaphene 13800 ug/Kg 2800 560 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 4.0 mg/Kg 0.15 0.076 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 28 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. u k'r Az C'*s LAO' 1606 Jupiter Environmental Laboratories,Inc. = Jupiter Fr- 150 S Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741021 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-14-1 Date Collected: 6/30/2008 11:45 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 94,7 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 132 26.5 250 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 1160 ug/Kg 132 26.5 250 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 212 42.3 250 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 127 25.4 250 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 91.3 18.3 250 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 78.0 15.6 250 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC 143 ug/Kg 97.9 19.6 250 07/09/08 BFM 07/11/08 FO 319-85-7 d-BHC U ug/Kg 331 66.1 250 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 106 21.2 250 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 67.5 13.5 250 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 126 25.1 250 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 172 34.4 250 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 146 29.1 250 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 93.9 18.8 250 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 89.9 18.0 250 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 198 39.7 250 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 95.2 19.0 250 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 132 26.5 250 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 96.6 19.3 250 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 291 58.2 250 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 198 39.7 250 07/09/08 BFM 07/11/08 FO Total Toxaphene 92900 ug/Kg 3370 675 250 07/09/08 BFM 07/11/08 FO L 8001-35-2 Tetrachloro-m-xylene(S) 0% 60-130 250 07/09/08 BFM 07/11/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 0% 60-130 250 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 7.8 mg/Kg 0 15 0.073 1 07/02/08 ZS 07%02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 29 of 50 7/15/2008 FDOH# E86546 - CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. u cr"as Ate. . 160 6 Jupiter Environmental Laboratories,Inc. J u p i to r 150 S.Old Dixie Highway Jupiter,FL 33458 f-1 Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741022 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-14-2 Date Collected: 6/30/2008 11:45 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 95.3 % 0-1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 105 20.9 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 134 ug/Kg 105 20.9 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 168 33.5 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 101 20.1 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 72.3 14.5 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 61.8 12.4 200 07/09/08 BFM 07/11/08 FO 5103-71-9 ... .17-BHC 225 ug/Kg 77.5 15.5 200 07/09/08 BFM 07/11/08 FO 319-85-7 BHC U ug/Kg 262 52.4 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 83.8 16.8 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 53.4 10.7 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 99.5 19.9 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 136 27.2 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 115 23.0 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 74.3 14.9 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 71.2 14.2 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 157 31.4 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 75.4 15.1 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 105 20.9 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 76.4 15.3 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 230 46.1 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 157 31.4 200 07/09/08 BFM 07/11/08 FO Total Toxaphene 6480 ug/Kg 2670 534 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 94% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 106 % 60-130 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 2.3 mg/Kg 0.15 0.073 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 30 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 ,----- Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741023 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-15-1 Date Collected: 6/30/2008 11:53 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 86.6% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 288 ug/Kg 116 23.1 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 214 ug/Kg 116 23.1 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 185 37.0 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 111 22.2 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 79.8 16.0 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 68.2 13.6 200 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC 35.5i ug/Kg 85.5 17.1 200 07/09/08 BFM 07/11/08 FO 319-85-7 d-BHC U ug/Kg 289 57.8 200 07/09/08 BFM 07/11/08 FO 319-86-2 Dieldrin U ug/Kg 92.5 18.5 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 59.0 11.8 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 110 22.0 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 150 30.1 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 127 25.4 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 82.1 16.4 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 78.6 15.7 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 173 34.7 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 83.2 16.6 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 116 23.1 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 84.4 16.9 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 254 50.9 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 173 34.7 200 07/09/08 BFM 07/11/08 FO Total Toxaphene 7610 ug/Kg 2950 590 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 88% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 0% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 3 7 mg/Kg 0.16 0.079 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 31 of 50 7/15/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 1606 y150Jupiter Environmental Laboratories,Inc. up i to r S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc_ Jupiter (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741024 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-15-2 Date Collected: 6/30/2008 11:53 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 87.4% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 336 ug/Kg 114 22.9 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 538 ug/Kg 114 22.9 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 183 36.6 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 110 21.9 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 78.9 15.8 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 67.4 13.5 200 07/09/08 BFM 07/11/08 FO 5103-71-9 _-b-BHC U ug/Kg 84.6 16.9 200 07/09/08 BFM 07/11/08 FO 319-85-7 BHC U ug/Kg 286 57.1 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 91.4 18.3 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 58.3 11.7 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 109 21.7 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 149 29.7 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 126 25.1 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 81.1 16.2 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 77.7 15.5 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 171 34.3 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 82.3 16.5 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 114 22.9 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 83.4 16.7 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 251 50.3 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 171 34.3 200 07/09/08 BFM 07/11/08 FO Total Toxaphene U ug/Kg 2910 583 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 172% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 877-09-8 Decachlorobiphenyl(S) 98% 60-130 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method:EPA 6020 Arsenic 1.0 mg/Kg 0.16 0.079 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 32 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. «_cc nr 16136 6 Jupiter Environmental Laboratories,Inc. a a 150 S.Old Dixie Highway ee ju p I e r Jupiter,FL 33458 ,. Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741025 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-16-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91.0% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 15.5 ug/Kg 11.0 2.20 20 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 24.0 ug/Kg 11.0 2.20 20 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT 13.5i ug/Kg 17.6 3.52 20 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 10.5 2.11 20 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 7.58 1.52 20 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 6.48 1.30 20 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC U ug/Kg 8.13 1.63 20 07/09/08 BFM 07/11/08 FO 319-85-7,.-.. d-BHC U ug/Kg 27.5 5.49 20 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 8.79 1.76 20 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 5.60 1.12 20 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 10.4 2.09 20 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 14.3 2.86 20 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 12.1 2.42 20 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 7.80 1.56 20 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 7.47 1.49 20 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 16.5 3.30 20 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 7.91 1.58 20 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 11.0 2.20 20 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 8.02 1.60 20 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 24.2 4.84 20 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 16.5 3.30 20 07/09/08 BFM 07/11/08 FO Total Toxaphene 413 ug/Kg 280 56.0 20 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 101 % 60-130 20 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 64% 60-130 20 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.94 mg/Kg 0.15 0.076 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 33 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. G ntCrv'; 1606 ,,, Jupiter Environmental Laboratories,Inc. ,.' ,e, J u p 150 S.Old Dixie Highway I Jupiter,FL 33458 yr Environmental Lahoratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741026 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-16-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91.9 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 160 ug/Kg 54.3 10.9 100 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 421 ug/Kg 54.3 10.9 100 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT 58.5i ug/Kg 87.0 17.4 100 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 52.2 10.4 100 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 37.5 7.50 100 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 32.1 6.41 100 07/09/08 BFM 07/11/08 FO 5103-71-9 �.p-BHC U ug/Kg 40.2 8.04 100 07/09/08 BFM 07/11/08 FO 319-85-7 -BHC U ug/Kg 136 27.2 100 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 43.5 8.70 100 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 27.7 5.54 100 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 51.6 10.3 100 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 70.7 14.1 100 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 59.8 12.0 100 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 38.6 7.72 100 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 37.0 7.39 100 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 81.5 16.3 100 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 39.1 7.83 100 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 54.3 10.9 100 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 39.7 7.93 100 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 120 23.9 100 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 81.5 16.3 100 07/09/08 BFM 07/11/08 FO Total Toxaphene 2740 ug/Kg 1390 277 100 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 107% 60-130 100 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 79% 60-130 100 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method. EPA 6020 Arsenic 1.2 mg/Kg 0.15 0.075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 34 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. neb OCA 6 1136 Jupiter Environmental Laboratories,Inc. Jupiter150 S.Old Dixie Highway Jupiter,FL 33458 .'r Environmental Laboratories, Inc. Phone:(561)575-0030 ,----- Fax.(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741027 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-17-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 92.0% 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 1500 ug/Kg 109 21.7 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 231 ug/Kg 109 21.7 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT 738 ug/Kg 174 34.8 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 104 20.9 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 75.0 15.0 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 64.1 12.8 200 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC 125 ug/Kg 80.4 16.1 200 07/09/08 BFM 07/11/08 FO 319-85-7 d-BHC U ug/Kg 272 54.3 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 87.0 17.4 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 55.4 11.1 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan ll U ug/Kg 103 20.7 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 141 28.3 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 120 23.9 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 77.2 15.4 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 73.9 14.8 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 163 32.6 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 78.3 15.7 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 109 21.7 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 79.3 15.9 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 239 47.8 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 163 32.6 200 07/09/08 BFM 07/11/08 FO Total Toxaphene 13700 ug/Kg 2770 554 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 100% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 132% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 9.7 mg/Kg 0.15 0.075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 35 of 50 7/15/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ` G0- ehc 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 `' Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741028 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-17-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 94 6 % 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 157 ug/Kg 106 21.2 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 187 ug/Kg 106 21.2 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 169 33.9 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 102 20.3 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC 19.2i ug/Kg 73.0 14.6 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 62.4 12.5 200 07/09/08 BFM 07/11/08 FO 5103-71-9 -BHC 504 ug/Kg 78.3 15.7 200 07/09/08 BFM 07/11/08 FO 319-85-7 BHC U ug/Kg 265 52.9 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 84.7 16.9 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 54.0 10.8 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 101 20.1 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 138 27.5 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 116 23.3 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 75.1 15.0 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 72.0 14.4 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 159 31.7 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 76.2 15.2 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 106 21.2 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 77.2 15.4 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 233 46.6 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 159 31.7 200 07/09/08 BFM 07/11/08 FO Total Toxaphene 11900 ug/Kg 2700 540 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 108% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 88% 60-130 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 4.6 mg/Kg 0.15 0.073 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 36 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Jupiter Environmental Laboratories,Inc. ! s Jupiter 150 S.OldpDixie Highway Ju iter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �� Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741029 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-18-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91 8% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(5) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 10.9 2.17 20 07/09/08 BFM 07/15/08 FO 72-54-8 4,4'-DDE 16.3 ug/Kg 10.9 2.17 20 07/09/08 BFM 07/15/08 FO 72-55-9 4,4'-DDT U ug/Kg 17.4 3.48 20 07/09/08 BFM 07/15/08 FO 50-29-3 Aldrin U ug/Kg 10.4 2.09 20 07/09/08 BFM 07/15/08 FO 309-00-2 a-BHC U ug/Kg 7.50 1.50 20 07/09/08 BFM 07/15/08 FO 319-84-6 a-Chlordane U ug/Kg 6.41 1.28 20 07/09/08 BFM 07/15/08 FO 5103-71-9 b-BHC U ug/Kg 8.04 1.61 20 07/09/08 BFM 07/15/08 FO 319-85-7. d-BHC U ug/Kg 27.2 5.43 20 07/09/08 BFM 07/15/08 FO 319-86-8 Dieldrin U ug/Kg 8.70 1.74 20 07/09/08 BFM 07/15/08 FO 60-57-1 Endosulfan I U ug/Kg 5.54 1.11 20 07/09/08 BFM 07/15/08 FO 959-98-8 Endosulfan II U ug/Kg 10.3 2.07 20 07/09/08 BFM 07/15/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 14.1 2.83 20 07/09/08 BFM 07/15/08 FO 1031-07-8 Endrin U ug/Kg 12.0 2.39 20 07/09/08 BFM 07/15/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 7.72 1.54 20 07/09/08 BFM 07/15/08 FO 7421-93-4 Endrin Ketone U ug/Kg 7.39 1.48 20 07/09/08 BFM 07/15/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 16.3 3.26 20 07/09/08 BFM 07/15/08 FO 58-89-9 g-Chlordane U ug/Kg 7.83 1.57 20 07/09/08 BFM 07/15/08 FO 12789-03-6 Heptachlor U ug/Kg 10.9 2.17 20 07/09/08 BFM 07/15/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 7.93 1.59 20 07/09/08 BFM 07/15/08 FO 1024-57-3 Methoxychlor U ug/Kg 23.9 4.78 20 07/09/08 BFM 07/15/08 FO 72-43-5 Total Chlordane U ug/Kg 16.3 3.26 20 07/09/08 BFM 07/15/08 FO Total Toxaphene 1440 ug/Kg 277 55.4 20 07/09/08 BFM 07/15/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 105% 60-130 20 07/09/08 BFM 07/15/08 FO 877-09-8 Decachlorobiphenyl(S) 130% 60-130 20 07/09/08 BFM 07/15/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 2.3 mg/Kg 0.15 0.075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 37 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,..-'7,72,, 0I .C' 1606 Jupiter Environmental Laboratories,Inc.Jupiter ,,,,,„ Jupiter,FL 33458 _... .„ Yr Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741030 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-18-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 92.8% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method:EPA 8081 (GC) 4,4'-DDD 202 ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 314 ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT 272 ug/Kg 172 34.4 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 103 20.6 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 74.2 14.8 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 63.4 12.7 200 07/09/08 BFM 07/11/08 FO 5103-71-9 ..-.p-BHC U ug/Kg 79.6 15.9 200 07/09/08 BFM 07/11/08 FO 319-85-7 ,BHC U ug/Kg 269 53.8 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 86.0 17.2 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 54.8 11.0 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 102 20.4 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 140 28.0 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 118 23.7 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 76.3 15.3 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 73.1 14.6 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 161 32.3 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 77.4 15.5 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 78.5 15.7 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 237 47.3 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 161 32.3 200 07/09/08 BFM 07/11/08 FO Total Toxaphene 23200 ug/Kg 2740 548 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 108% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 130% 60-130 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 3.4 mg/Kg 0.15 0.074 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 38 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. CAO 1606 Jupiter Environmental Laboratories,Inc. Jupiter r150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax (561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741031 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-4-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 88.5% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 32.2i ug/Kg 113 22.6 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 67.9i ug/Kg 113 22.6 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT 72.0i ug/Kg 181 36.2 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 108 21.7 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 78.0 15.6 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 66.7 13.3 200 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC U ug/Kg 83.6 16.7 200 07/09/08 BFM 07/11/08 FO 319-85-7 d-BHC U ug/Kg 282 56.5 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 90.4 18.1 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 57.6 11.5 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 107 21.5 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 147 29.4 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 124 24.9 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 80.2 16.0 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 76.8 15.4 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 169 33.9 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 81.4 16.3 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 113 22.6 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 82.5 16.5 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 249 49.7 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 169 33.9 200 07/09/08 BFM 07/11/08 FO Total Toxaphene 1690i ug/Kg 2880 576 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 90% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 92% 60-130 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 50508' by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 1.9 mg/Kg 0.16 0.078 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 39 of 50 7/15/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. rielac- . 1606 Jupiter Environmental Laboratories,Inc. :,:r j up ier 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741032 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-4-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91.7 % 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 109 21.9 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 96.1i ug/Kg 109 21.9 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 175 35.0 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 105 21.0 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 75.4 15.1 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 64.5 12.9 200 07/09/08 BFM 07/11/08 FO 5103-71-9 -BHC U ug/Kg 80.9 16.2 200 07/09/08 BFM 07/11/08 FO 319-85-7 -BHC U ug/Kg 273 54.6 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 87.4 17.5 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 55.7 11.1 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 104 20.8 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 142 28.4 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 120 24.0 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 77.6 15.5 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 74.3 14.9 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 164 32.8 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 78.7 15.7 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 109 21.9 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 79.8 16.0 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 240 48.1 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 164 32.8 200 07/09/08 BFM 07/11/08 FO Total Toxaphene U ug/Kg 2790 557 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 90% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 138% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 1.3 mg/Kg 0.15 0.075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 40 of 50 7/15/2008 FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Jupiter Environmental Laboratories,Inc. JupiterJupiter,FL 33458 r Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741033 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-5-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 93.4% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method:EPA 8081 (GC) 4,4'-DDD U ug/Kg 107 21.4 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 301 ug/Kg 107 21.4 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 171 34.2 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 103 20.5 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 73.8 14.8 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 63.1 12.6 200 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC U ug/Kg 79.1 15.8 200 07/09/08 BFM 07/11/08 FO 319-85-7 d-BHC U ug/Kg 267 53.5 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 85.6 17.1 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 54.5 10.9 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 102 20.3 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 139 27.8 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 118 23.5 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 75.9 15.2 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 72.7 14.5 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 160 32.1 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 77.0 15.4 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 107 21.4 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 78.1 15.6 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 235 47.1 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 160 32.1 200 07/09/08 BFM 07/11/08 FO Total Toxaphene U ug/Kg 2730 545 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 92% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 144% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 1.6 mg/Kg 0.15 0.074 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 41 of 50 7/15/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. w heFORv 1613 6 Jupiter Environmental Laboratories,Inc. u 150 S.Old Dixie Highway _ Jpiter Jupiter,FL 33458 Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 I Project ID: 75-28302 Trafford Ranch Lab ID: 820741034 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-5-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 92.7 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 108 21.6 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 92.6i ug/Kg 108 21.6 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 173 34.6 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 104 20.8 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 74.6 14.9 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 63.8 12.8 200 07/09/08 BFM 07/11/08 FO 5103-71-9 -.b-BHC U ug/Kg 80.0 16.0 200 07/09/08 BFM 07/11/08 FO 319-85-7 BHC U ug/Kg 270 54.1 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 86.5 17.3 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 55.1 11.0 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 103 20.5 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 141 28.1 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 119 23.8 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 76.8 15.4 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 73.5 14.7 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 162 32.4 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 77.8 15.6 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 108 21.6 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 78.9 15.8 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 238 47.6 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 162 32.4 200 07/09/08 BFM 07/11/08 FO Total Toxaphene U ug/Kg 2760 551 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 92% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 94% 60-130 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method:EPA 6020 Arsenic 1.2 mg/Kg 0.15 0.074 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 42 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,w 2..S-f0:?..„, ineia' C CAC) 160 6 Jupiter Environmental Laboratories,Inc. r Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �� Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741035 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-6-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91.3% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 0.643 ug/Kg 0.546 0.109 1 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 3.30 ug/Kg 0.546 0.109 1 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 0.874 0.175 1 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 0.525 0.105 1 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 0.377 0.075 1 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 0.322 0.064 1 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC U ug/Kg 0.404 0.081 1 07/09/08 BFM 07/11/08 FO 319-85-7 ..--- d-BHC U ug/Kg 1.37 0.273 1 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 0.437 0.087 1 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 0.279 0.056 1 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 0.519 0.104 1 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 0.710 0.142 1 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 0.601 0.120 1 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 0.388 0.078 1 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 0.372 0.074 1 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 0.820 0.164 1 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 0.393 0.079 1 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 0.546 0.109 1 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 0.399 0.080 1 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 1.20 0.240 1 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 0.820 0.164 1 07/09/08 BFM 07/11/08 FO Total Toxaphene 41.5 ug/Kg 13.9 2.79 1 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 63% 60-130 1 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 92% 60-130 1 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 MetalsSCA Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 1.0 mg/Kg 0.15 0.076 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 43 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. w-,7 63 0f:rielac- 1 6 0 6 Jupiter Laboratories,Inc. Jupiter 150 Environmental Old Dixie Highway ,: w , Jupiter,FL 33458 Environmental Laboratories, Inc_ Jupiter (561)575-0030 Fax.(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741036 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-6-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G T (Dryweight) Percent Solids(Dryweight) 92.9 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method. EPA 8081 (GC) 4,4'-DDD 44.4i ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 250 ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg ' 172 34.4 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 103 20.6 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 74.2 14.8 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 63.4 12.7 200 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC U ug/Kg 79.6 15.9 200 07/09/08 BFM 07/11/08 FO 319-85-7 -BHC U ug/Kg 269 53.8 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 86.0 17.2 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 54.8 11.0 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 102 20.4 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 140 28.0 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 118 23.7 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 76.3 15.3 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 73.1 14.6 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 161 32.3 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 77.4 15.5 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 78.5 15.7 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 237 47.3 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 161 32.3 200 07/09/08 BFM 07/11/08 FO Total Toxaphene U ug/Kg 2740 548 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 110% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 170% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 1.2 mg/Kg 0.15 0.074 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 44 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. '`-'-'-'77-^,,,,,,rarn^v E"1+ .+C (CA 160 6 Jupiter Environmental Laboratories,Inc. At Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741037 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-7-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 93.2 % 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 45.5i ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 172 34.4 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 103 20.6 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 74.2 14.8 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 63.4 12.7 200 07/09/08 BFM 07/11/08 FO 5103-71-9 b-BHC U ug/Kg 79.6 15.9 200 07/09/08 BFM 07/11/08 FO 319-85-7 d-BHC U ug/Kg 269 53.8 200 07/09/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 86.0 17.2 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 54.8 11.0 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 102 20.4 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 140 28.0 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 118 23.7 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 76.3 15.3 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 73.1 14.6 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 161 32.3 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 77.4 15.5 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 108 21.5 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 78.5 15.7 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 237 47.3 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 161 32.3 200 07/09/08 BFM 07/11/08 FO Total Toxaphene U ug/Kg 2740 548 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 106% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 124°A° 60-130 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method:EPA 6020 Arsenic 0.56 mg/Kg 0.15 0.074 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 45 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. s+:''-F ,, 111 i 160 6 7 Jupiter Environmental Laboratories,Inc. ,- j „,, I er 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741038 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-7-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) x , Percent Solids(Dryweight) 93.6 O/, 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD 50.6i ug/Kg 107 21.4 200 07/09/08 BFM 07/11/08 FO 72-54-8 4,4'-DDE 195 ug/Kg 107 21.4 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/Kg 171 34.2 200 07/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 103 20.5 200 07/09/08 BFM 07/11/08 FO 309-00-2 a-BHC U ug/Kg 73.8 14.8 200 07/09/08 BFM 07/11/08 FO 319-84-6 a-Chlordane U ug/Kg 63.1 12.6 200 07/09/08 BFM 07/11/08 FO 5103-71-9 ^-BHC 35.9i ug/Kg 79.1 15.8 200 07/09/08 BFM 07/11/08 FO 319-85-7 -BHC U ug/Kg 267 53.5 200 07/09/08 BFM 07/11/08 FO 319-86-8 Jieldrin U ug/Kg 85.6 17.1 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 54.5 10.9 200 07/09/08 BFM 07/11/08 FO 959-98-8 Endosulfan ll U ug/Kg 102 20.3 200 07/09/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 139 27.8 200 07/09/08 BFM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 118 23.5 200 07/09/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 75.9 15.2 200 07/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 72.7 14.5 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 160 32.1 200 07/09/08 BFM 07/11/08 FO 58-89-9 g-Chlordane U ug/Kg 77.0 15.4 200 07/09/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/Kg 107 21.4 200 07/09/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 78.1 15.6 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 235 47.1 200 07/09/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/Kg 160 32.1 200 07/09/08 BFM 07/11/08 FO Total Toxaphene U ug/Kg 2730 545 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 100% 60-130 200 07/09/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 114% 60-130 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 0.56 mg/Kg 0.15 0.073 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 I Report ID:820741 -414230 Page 46 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. nelac j: CAO 16L16 Jupiter Environmental Laboratories,Inc. r Jupiter 150 S.Old Dixie Highway Environmental Laboratories, Irw. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741039 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-8-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 91.0% 0 1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(5) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 27.5 5.49 50 07/09/08 BFM 07/15/08 FO 72-54-8 4,4'-DDE U ug/Kg 27.5 5.49 50 07/09/08 BFM 07/15/08 FO 72-55-9 4,4'-DDT U ug/Kg 44.0 8.79 50 07/09/08 BFM 07/15/08 FO 50-29-3 Aldrin U ug/Kg 26.4 5.27 50 07/09/08 BFM 07/15/08 FO 309-00-2 a-BHC U ug/Kg 19.0 3.79 50 07/09/08 BFM 07/15/08 FO 319-84-6 a-Chlordane U ug/Kg 16.2 3.24 50 07/09/08 BFM 07/15/08 FO 5103-71-9 b-BHC U ug/Kg 20.3 4.07 50 07/09/08 BFM 07/15/08 FO 319-85-7 d-BHC U ug/Kg 68.7 13.7 50 07/09/08 BFM 07/15/08 FO 319-86-8 Dieldrin U ug/Kg 22.0 4.40 50 07/09/08 BFM 07/15/08 FO 60-57-1 Endosulfan I U ug/Kg 14.0 2.80 50 07/09/08 BFM 07/15/08 FO 959-98-8 Endosulfan II U ug/Kg 26.1 5.22 50 07/09/08 BFM 07/15/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 35.7 7.14 50 07/09/08 BFM 07/15/08 FO 1031-07-8 Endrin U ug/Kg 30.2 6.04 50 07/09/08 BFM 07/15/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 19.5 3.90 50 07/09/08 BFM 07/15/08 FO 7421-93-4 Endrin Ketone U ug/Kg 18.7 3.74 50 07/09/08 BFM 07/15/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 41.2 8.24 50 07/09/08 BFM 07/15/08 FO 58-89-9 g-Chlordane U ug/Kg 19.8 3.96 50 07/09/08 BFM 07/15/08 FO 12789-03-6 Heptachlor U ug/Kg 27.5 5.49 50 07/09/08 BFM 07/15/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 20.1 4.01 50 07/09/08 BFM 07/15/08 FO 1024-57-3 Methoxychlor U ug/Kg 60.4 12.1 50 07/09/08 BFM 07/15/08 FO 72-43-5 Total Chlordane U ug/Kg 41.2 8.24 50 07/09/08 BFM 07/15/08 FO Total Toxaphene 3840 ug/Kg 701 140 50 07/09/08 BFM 07/15/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 103% 60-130 50 07/09/08 BFM 07/15/08 FO 877-09-8 Decachlorobiphenyl(S) 96% 60-130 50 07/09/08 BFM 07/15/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 2.1 mg/Kg 0.15 0.076 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 47 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Jupiter Environmental Laboratories,Inc. Jupiter e Jupiter,FL 33458 ^.. En\�Ironmentdl Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741040 Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Sample ID: CP-8-2 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc:2540G Percent Solids Analytical Method:SM 2540G (Dryweight) Percent Solids(Dryweight) 75 4 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc:EPA 8081 by GC(S) Preparation Method:EPA 3545 Analytical Method: EPA 8081 (GC) 4,4'-DDD U ug/Kg 33.1 6.62 50 07/09/08 BFM 07/15/08 FO 72-54-8 4,4'-DDE U ug/Kg 33.1 6.62 50 07/09/08 BFM 07/15/08 FO 72-55-9 4,4'-DDT U ug/Kg 53.0 10.6 50 07/09/08 BFM 07/15/08 FO 50-29-3 Aldrin U ug/Kg 31.8 6.36 50 07/09/08 BFM 07/15/08 FO 309-00-2 a-BHC U ug/Kg 22.8 4.57 50 07/09/08 BFM 07/15/08 FO 319-84-6 a-Chlordane U ug/Kg 19.5 3.91 50 07/09/08 BFM 07/15/08 FO 5103-71-9 b-BHC U ug/Kg 24.5 4.90 50 07/09/08 BFM 07/15/08 FO 319-85-7 BHC U ug/Kg 82.8 16.6 50 07/09/08 BFM 07/15/08 FO 319-86-8 Dieldrin U ug/Kg 26.5 5.30 50 07/09/08 BFM 07/15/08 FO 60-57-1 Endosulfan I U ug/Kg 16.9 3.38 50 07/09/08 BFM 07/15/08 FO 959-98-8 Endosulfan II U ug/Kg 31.5 6.29 50 07/09/08 BFM 07/15/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 43.0 8.61 50 07/09/08 BFM 07/15/08 FO 1031-07-8 Endrin U ug/Kg 36.4 7.28 50 07/09/08 BFM 07/15/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 23.5 4.70 50 07/09/08 BFM 07/15/08 FO 7421-93-4 Endrin Ketone U ug/Kg 22.5 4.50 50 07/09/08 BFM 07/15/08 FO 53494-70-5 g-BHC(Lindane) U ug/Kg 49.7 9.93 50 07/09/08 BFM 07/15/08 FO 58-89-9 g-Chlordane U ug/Kg 23.8 4.77 50 07/09/08 BFM 07/15/08 FO 12789-03-6 Heptachlor U ug/Kg 33.1 6.62 50 07/09/08 BFM 07/15/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 24.2 4.83 50 07/09/08 BFM 07/15/08 FO 1024-57-3 Methoxychlor U ug/Kg 72.8 14.6 50 07/09/08 BFM 07/15/08 FO 72-43-5 Total Chlordane U ug/Kg 49.7 9.93 50 07/09/08 BFM 07/15/08 FO Total Toxaphene 14100 ug/Kg 844 169 50 07/09/08 BFM 07/15/08 FO 8001-35-2 Tetrachloro-m-xylene(S) 72% 60-130 50 07/09/08 BFM 07/15/08 FO 877-09-8 Decachlorobiphenyl(S) 75% 60-130 50 07/09/08 BFM 07/15/08 FO 2051-24-3 Analysis Desc:EPA 6020 Metals SCAN Preparation Method:EPA 3050B by ICP/MS(S) Analytical Method: EPA 6020 Arsenic 4.9 mg/Kg 0.18 0.092 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Report ID:820741 -414230 Page 48 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. u-rsrnws.'. 1606 Jupiter Environmental Laboratories,Inc. � � Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental L31'10r3tAfIBS, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS QUALIFIERS LOG# 820741 Project ID: 75-28302 Trafford Ranch PARAMETER QUALIFIERS J2 Surrogate recovery limits were exceeded due to matrix interference. J2d Surrogate recovery limits were exceeded due to matrix required sample dilution. L Off-scale high.Reported value is above the calibration range. PROJECT COMMENTS 820741 A reported value of U indicates that the compound was analyzed for but not detected above the MDL. A value flagged with an"i"flag indicates that the reported value is between the laboratory method detection limit and the practical quantitation limit. Report Limit=PQL Report ID:820741 -414230 Page 50 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1VNIUIdO 1 6 El 6 ,..„..,,„„,,„.,. . ..... ... ., . <,N E poJ U W , a 0 € tt t N U -. k y`E f ? f ' i4 E o ai Y U 1,1L W i0 m °. 4 7 '':i.i.;'' .i •n , ,r. u, C Cl N -1 kto >I 1 MAINZ' Y,g — • C D cp = o U 1 J ao W. 415.w.'P,411,,grImigigjete,Weieefon4m, O ., CI In N in (CS', m o .. U m 01 6.a "Q (ted __ m U Q ` '' V < ow0. S ` oAble,. 1 1O V L co A� ,JT_ 4. Q' VV V u) m W. W - – m U O xi m C� O m l� a d CO zed mO 0c 'm " O rn4v nn . a 'i O LL N O V a�Ci § LL. (1l O w & Q v 4; m >-- � Q r, >, ,-- p2ta ` � SNI .. E -4- m w G7 , S 1 t a { 7 . > m m �3 N� y -F5' a , — Z 0 in ^^1� c °1 N J v 1 i/� v\ V\ "�{ a3i C U Q ' N a .�. 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J' x a.1-- -.. -%--.--Y __ ► •-moi. . c a m: c Ni ('7� (,� m rn L.,-c=:4' Q • (,.�(\ \1 U 0 cni L O m �: (V 1 1 X ul�O L� W m (6, ' n E 3CVI O m Es9 1 i i i , ) �3�� J (-�- c d._ v a N t� 4\ O i? C /�f I N l9 i E E E m m m N co LC) CO Imo' co Q) O C ~ U Q az U) ,i ,: 1 1 1 1 1 I 1 I 1 I u)0 o o Z a 2 160 6 sommemprrammus APPENDIX B Monitoring Well Completion Reports 0 16136 I WELL ID: MW-1,MW-2,MW-3,MW 4 DRILLING METHOD: DIRECT PUSH SITE: PEPPER RANCH BORING DIAMETER: 2.5 ADDRESS: 6315 PEPPER ROAD,IMMOKALEE,FLORIDA _ CASING SIZE&TYPE: 1"SCHEDULE 40 PVC PROJECT NO: 7526302 SCREEN SLOT SIZE: 0.010" CLIENT: LAKE TRAFFORD RANCH,LLLP TOC ELEVATION: PROJECT MGR: ROXANNE GAUSS DRILLING WASTE.: LOGGED BY: SCOTT BEAUCHESENE DEVELOPMENT WASTE: DRILLING CO.: JAEE ENVIRONMENTAL NOTES: DRILLER: LEE,WAYNE AND CLIFF DATE INSTALLED:06/27/2008 PVC WELL CAP 4' PVC WELL CASING 8„ 20/30 SAND PACK /'''N PVC WELL ' SCREEN — `n: 10' PVC END ^' CAP 4" DESIGNED: JOB #: =: SHEET TITLE ,•••••••, SMB 75-28302 Pepper Ranch DRAWN: DATE: 6315 Pepper Road SMB 07/03/2008 WEUL CONSTRUCTION Immokalee,Collier County,Florida CHECKED: CAD #: ENGINEERS 8c SCIENTISTS LOG GLW 7528302_WC 1520 ROYAL PAW SO.SUITE 260, FORT MYERS,FL 33919 TEL: (239)936-0789 1611 ‘."I t WELL ID: MW-5,MW-6,MW-7,MW-8,MW-9,MW-10,CPW-1 DRILLING METHOD: DIRECT PUSH SITE: PEPPER RANCH BORING DIAMETER: 2.5 ADDRESS: 6315 PEPPER ROAD,IMMOKALEE,FLORIDA _ CASING SIZE&TYPE: 1"SCHEDULE 40 PVC PROJECT NO: 7528302 SCREEN SLOT SIZE: 0.010" CLIENT: LAKE TRAFFORD RANCH,LLLP TOC ELEVATION: -- PROJECT MGR: ROXANNE GAUSE DRILLING WASTE.: LOGGED BY: SCOTT BEAUCHESENE DEVELOPMENT WASTE: DRILLING CO.: JAEE ENVIRONMENTAL NOTES: DRILLER: LEE,WAYNE AND CLIFF DATE INSTALLED:06/27/2008 PVC WELL CAP 3' PVC WELL CASING 1'811 1' 20/30 SAND PACK — PVC WELL SCREEN — 10' PVC END CAP — DESIGNED: JOB #: 75-28302 SHEET nu Pepper Ranch SMB DRAWN: DATE: HSA 6315 Pepper Road 07/03/2008 WELL Immokalee, Collier County, Florida SMB CONSTRUCTION CHECKED: CAD #: ENGINEERS 8c SCIENTISTSLOG GLW 7528302_WC 1520 ROYAL PAW SO.SUITE 260. FORT MYERS.FL 33919 TEL: (239)936-0189 160 6 1.1M APPENDIX C Groundwater Data Sheets :CA0 GROUNDWATER SAMPLING DATA SHEET 161J6 SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida WELL NO: MW-1 SAMPLED: MW-1 DATE: 7/1/2008 - Calibrated Instruments before sampling es no ",omments Geotech Calibrated Instruments after/during sampling Ye no Comments WELL DIAMETER 1 00 TOTAL WELL DEPTH 12.00 STATIC DEPTH TO 7.11 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(Uft): [Well Capacities(L/ft):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.261 Well volume: Well Depth(ft) -Depth to water(ft) = X Well capacity(L/ft) = Well volume(L) WELL VOLUME: 12.00 ft - 7.11 ft = 4.89 ft x 0.15 L/ft = 0.73 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 0817 PURGE ENDED AT: 0829 TOTAL VOL.PURGED(Liters): 1.20 System volumes: [Vol.Tube(L/ft) x Tube length(ft)] + cell volume(L) [1/4"tube vol.=0.01 L/ft] #WELL VOLUMES 1.64 PURGED: SYSTEM VOLUME: 0.01 Uft x 12.00 ft+1.0 L = 1.12 Liters #SYSTEM VOLUMES PURGED: 1.07 CUMUL. DEPTH DISSOLVED VOLUME PURGE pH TEMP. COND. TURBIDITY TIME PURGED VOLUME RATE TO +/-0 2 +/-0 2 +/5% TDS OXYGEN ORP +/-5 COLOR ODOR PURGED WATER (gm/L) (mL) O (LPM) (FT) (SU) (°C) (uS/cm) (mP�) (NTU) 0827 0.6 0.6 0.2 -- 7.26 25.51 427 -- 0.68 23.37 11.8 Clear None 0829 0.6 1.2 0.2 -- 7.20 25.59 470 -- 0.52 23.19 -42.8 Clear None -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/l)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) AFFILIATION: Erica Battles,HSA SAMPLED BY(Signature): SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 0830 SAMPLING ENDED AT: 0851 FIELD DECONTAMINATION: N FIELD-FILTERED: Y DUPLICATE: Y O SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION [ALYSIS AND/OR METHOD PRESERVATIVE TOTAL VOLUME ADDED IN NO. MATERIAL CODE VOLUME USED FIELD(mL) FINAL pH 1 AG 1 Liter HCl None 7.20 FL PRO 1 AG 1 Liter None None 7.20 EPA 8100 1 PE 125 ml HNO3 None 7.20 RCRA 8 2 CG 40 ml None None 7.20 EPA 8021 2 PE 125 ml None None 7.20 Chloride Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,O=OTHER(SPECIFY) CAO i 16136 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida ...1`WELLNO: MW-2 SAMPLE ID: MW-2 DATE: 7/1/2008 Calibrated Instruments before sampling O no ..omments Geotech Calibrated Instruments after/during sampling yes no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 11.00 STATIC DEPTH TO 8.05 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(Uft): [Well Capacities(Lift):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(f1) = X Well capacity(Lift) = Well volume(L) WELL VOLUME: 11.00 ft - 8.05 ft = 2.95 ft x 0.15 Uft = 0.44 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 0910 PURGE ENDED AT: 0911 TOTAL VOL.PURGED(Liters): 1.40 #WELL VOLUMES System volumes: [Vol.Tube(Lift) x Tube length(ft)] + cell volume(L) [1/4"tube vol.=0.01 L/ft] PURGED: 1'26 SYSTEM VOLUME: 0.01 Uft x 11.00 ft+1.0 L = 1.11 Liters #SYSTEM VOLUMES PURGED: 1.26 CUMUL. DEPTH DISSOLVED VOLUME VOLUME PURGE TO pH TEMP. COND. TDS OXYGEN TURBIDITY ORP TIME PURGED PURGED RATE WATER +/-0.2 +/-0.2 +/-5% (gm/L) +/ 0 2 +/-5 (my) COLOR ODOR (mL) O (LPM) (ET) (SU) (°C) (uS/cm) (mP�) (NTU) 0904 0.6 0.6 0.2 -- 6.45 26.42 4139 -- 0.99 14.08 -56.7 Clear Strong 0908 0.8 1.4 0.2 -- 6.46 26.32 4119 -- 1.05 12.65 -59.2 Clear Strong -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/I)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 0911 SAMPLING ENDED AT: 0930 FIELD DECONTAMINATION: \ ) N FIELD-FILTERED: Y (I70 DUPLICATE: Y NO SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION -ALYSIS AND/OR METHOD PRESERVATIVE TOTAL VOLUME ADDED IN NO. MATERIAL CODE VOLUME USED FIELD(mL) FINAL pH 1 AG 1 Liter HC1 None 6.46 FL PRO 1 AG 1 Liter None None 6.46 EPA 8100 1 PE 125 ml HNO3 None 6.46 RCRA 8 2 CG 40 ml None None 6.46 EPA 8021 2 PE 125 ml None None 6.46 Chloride Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,0=OTHER(SPECIFY) 16136 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida WELL NO: MW-3 SAMPLE M: MW-3 DATE: 7/1/2008 - Calibrated Instruments before sampling no .omments Geotech Calibrated Instruments after/during sampling yes no Comments WELL DIAMETER 1 00 TOTAL WELL DEPTH 10.50 STATIC DEPTH TO 7.84 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(Lift): [Well Capacities(L/ft):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.261 Well volume: Well Depth(ft) -Depth to water(fl) = X Well capacity(L/ft) = Well volume(L) WELL VOLUME: 10.50 ft - 7.84 ft = 2.66 ft x 0.15 L/ft = 0.40 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 0940 PURGE ENDED AT: 0950 TOTAL VOL.PURGED(Liters): 3.10 System volumes: [Vol.Tube(L/ft) x Tube length(ft)/ + cell volume(L) [1/4"tube vol.=0.01 L/ft] #WELL VOLUMES 7.77 PURGED: SYSTEM VOLUME: 0.01 Lift x 10.50 ft+1.0 L = 1.11 Liters #SYSTEM VOLUMES PURGED: 2.81 CUMUL. DEPTH DISSOLVED VOLUME PURGE pH TEMP. COND. TURBIDITY VOLUME TO TDS OXYGEN ORP TIME PURGED PURGED RATE WATER +/-0.2 +/-0.2 +/-5% ( L) +/-0.2 +/5 (mV) COLOR ODOR (mL) (mL) (LPM) (FT) (SU) (°C) (uS/cm) (m8/1--) (NTU) 0945 1.0 0.6 0.2 -- 6.68 27.52 1936 -- 2.77 2.04 57.9 Clear None 0950 2.5 3.1 0.2 -- 6.65 24.43 1918 -- 1.58 11.15 60.9 Clear None -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/I)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 0951 SAMPLING ENDED AT: 1010 FIELD DECONTAMINATION: \ ) N FIELD-FILTERED: Y l ) DUPLICATE: Y O SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION IALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE TOTAL VOLUME ADDED IN FINAL p11 USED FIELD(mL) 1 AG 1 Liter HCl None 6.65 FL PRO 1 AG I Liter None None 6.65 EPA 8100 1 PE 125 ml HNO3 None 6.65 RCRA 8 2 CG 40 ml None None 6.65 EPA 8021 2 PE 125 ml None None 6.65 Chloride Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,O=OTHER(SPECIFY) tGA 160 6 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida ,......WELL NO: MW-4 SAMPLE ID: MW-4 DATE: 7/1/2008 Calibrated Instruments before sampling es no .omments Geotech Calibrated Instruments after/during sampling ye no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 12.00 STATIC DEPTH TO 6.10 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(L/ft): [Well Capacities(L/ft):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(ft) = X Well capacity(L/ft) = Well volume(L) WELL VOLUME: 12.00 ft - 6.10 ft = 5.90 ft x 0.15 L/ft = 0.89 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1340 PURGE ENDED AT: 1350 TOTAL VOL.PURGED(Liters): 2.00 #WELL VOLUMES System volumes: (Vol.Tube(L/ft) x Tube length(ft)] + cell volume(L) [1/4"tube vol.=0.01 L/ft] PURGED: 2'26 SYSTEM VOLUME: 0.01 L/ft x 12.00 ft+1.0 L = 1.12 Liters #SYSTEM VOLUMES PURGED: 1.79 CUMUL. DEPTH DISSOLVED VOLUME VOLUME PURGE TO pH TEMP. COND. TDS OXYGEN TURBIDITY ORP TIME PURGED PURGED RATE WATER +/-0.2 +/-0.2 +/-5% (gm/L) +/-0.2 +/-5 (mom COLOR ODOR (mL) O (LPM) (FT) (SU) (°C) (uS/cm) (mom) (NTU) 1345 1.0 1.0 0.2 -- 6.87 31.91 582 -- 2.75 7.87 122.3 Clear None 1350 1.0 2.0 0.2 -- 6.71 31.52 581 -- 2.65 2.92 124.0 Clear None -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/l)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1351 SAMPLING ENDED AT: 1401 FIELD DECONTAMINATION: N FIELD-FILTERED: Y DUPLICATE: Y NO SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE TOTAL VOLUME ADDED IN FINAL pH USED FIELD(mL) 1 AG 1 Liter HC1 None 6.71 FL PRO 1 AG 1 Liter None None 6.71 EPA 8100 1 PE 125 ml HNO3 None 6.71 RCRA 8 2 CG 40 ml None None 6.71 EPA 8021 /"", 2 PE 125 ml None None 6.71 Chloride Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,0=OTHER(SPECIFY) „, , . ..A 16L1 6 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida WELL NO: MW-5 SAMPLE ID: MW-5 DATE: 7/1/2008 -- Calibrated Instruments before sampling no 2omments Geotech Calibrated Instruments after/during sampling yes no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 12.00 STATIC DEPTH TO 7,55 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(Lift): [Well Capacities(lift):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(ft) = X Well capacity(Lift) = Well volume(L) WELL VOLUME: 12.00 ft - 7.55 ft = 4.45 ft x 0.15 L/ft = 0.67 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1021 PURGE ENDED AT: 1034 TOTAL VOL.PURGED(Liters): 1.80 #WELL VOLUMES System volumes: [Vol.Tube(Lift) x Tube length(ft)/ + cell volume(L) [1/4"tube vol.=0.01 Lift] PURGED: 2'70 SYSTEM VOLUME: 0.01 lift x 12.00 ft+1.0 L = 1.12 Liters #SYSTEM VOLUMES PURGED: 1.61 CUMUL. DEPTH DISSOLVED VOLUME PURGE pH TEMP. COND. TURBIDITY VOLUME TO TDS OXYGEN ORP TIME PURGED PURGED RATE WATER +/ 0.2 +/ 0.2 +/5% (gm/L) +/-0.2 +/-5 (mom COLOR ODOR O (mL) (LPM) (FT) (SU) (°C) (uS/cm) (mom) (NTU) 1025 0.8 0.8 0.2 -- 6.77 28.51 1718 -- 0.62 11.17 -39.2 Clear Slight 1030 1.0 1.8 0.2 -- 6.77 28.21 1711 -- 0.60 15.63 -39.2 Clear Slight -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/!)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1035 SAMPLING ENDED AT: 1050 FIELD DECONTAMINATION: 00 N FIELD-FILTERED: Y ( ) DUPLICATE: Y O SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD PRESERVATIVE TOTAL VOLUME ADDED IN NO. MATERIAL CODE VOLUME USED FIELD(mL) FINAL pH 1 AG 1 Liter HCl None 6.77 FL PRO 1 AG 1 Liter None None 6.77 EPA 8100 1 PE 125 ml HNO3 None 6.77 RCRA 8 2 CG 40 ml None None 6.77 EPA 8021 2 PE 125 ml None None 6.77 Chloride 7.--"\ Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,0=OTHER(SPECIFY) C9) 1606 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida .01,WELL NO: MW-6 SAMPLE ID: MW-6 DATE: 7/1/2008 Calibrated Instruments before sampling no .omments Geotech Calibrated Instruments after/during sampling yes no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 12.00 STATIC DEPTH TO 6.79 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(Lift): [Well Capacities(Lift):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(ft) = X Well capacity(L/ft) = Well volume(L) WELL VOLUME: 12.00 ft - 6.79 ft = 5.21 ft x 0.15 Lift = 0.78 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1105 PURGE ENDED AT: 1117 TOTAL VOL.PURGED(Liters): 2.20 #WELL VOLUMES System volumes: [Vol.Tube(Lift) x Tube length(f)1 + cell volume(L) [1/4"tube vol.=0.01 Lift] PURGED: 2'82 SYSTEM VOLUME: 0.01 L/ft x 12.00 ft+1.0 L = 1.12 Liters ti SYSTEM VOLUMES PURGED: 1.96 CUMUL. DEPTH DISSOLVED VOLUME VOLUME PURGE TO pH TEMP. COND. TDS OXYGEN TURBIDITY ORP TIME PURGED PURGED RATE WATER +1-0.2 +/-0.2 +/-5% (AVL) +/ 0 2 +/-5 WOCOLOR ODOR (mL) O (LPM) (FT) (SU) (°C) (uS/cm) (mom)(LPM) 1114 1.8 1.8 0.2 -- 6.56 27.77 705 -- 0.62 11.52 58.7 Lt Yellow None 1116 0.4 2.2 0.2 -- 6.58 27.53 750 -- 0.67 11.51 37.1 Lt Yellow None -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/l)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1118 SAMPLING ENDED AT: 1140 FIELD DECONTAMINATION: () N FIELD-FILTERED: Y DUPLICATE: Y NO SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION -ALYSIS AND/OR METHOD PRESERVATIVE TOTAL VOLUME ADDED IN NO. MATERIAL CODE VOLUME USED FIELD(mL) FINAL pH 1 AG 1 Liter HCl None 6.58 FL PRO 1 AG 1 Liter None None 6.58 EPA 8100 1 PE 125 ml HNO3 None 6.58 RCRA 8 2 CG 40 ml None None 6.58 EPA 8021 /"*.k 2 PE 125 ml None None 6.58 Chloride Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,O=OTHER(SPECIFY) 9O . ,. 16I.JO iil .,, GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida WELL NO: MW-7 SAMPLE ID: MW-7 DATE: 7/1/2008 -"-N, r'm Calibrated Instruments before sampling no 2omments Geotech Calibrated Instruments after/during sampling ye no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 12.00 STATIC DEPTH TO 7.31 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(I/ft): [Well Capacities(L/ft):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(fi) = X Well capacity(L/ft) = Well volume(L) WELL VOLUME: 12.00 ft - 7.31 ft = 4.69 ft x 0.15 L/ft = 0.70 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1148 PURGE ENDED AT: 1157 TOTAL VOL.PURGED(Liters): 1.80 #WELL VOLUMES System volumes: [Vol.Tube(L/ft) x Tube length(ft)/ + cell volume(L) [1/4"tube vol.=0.01 L/ft] PURGED: 2'56 SYSTEM VOLUME: 0.01 L/ft x 12.00 ft+1.0 L = 1.12 Liters #SYSTEM VOLUMES PURGED: 1.61 VOLUME CUMUL. PURGE DEPTH DISSOLVED pH TEMP. COND. TURBIDITY VOLUME TO TDS OXYGEN ORP TIME PURGED PURGED RATE WATER +/-0.2 +/-0.2 +/-5% (gm/L) +1-0.2 +/-5 (mV) COLOR ODOR (mL) (mL) (LPM) (FT) (SU) (°C) (uS/cm) (mgt) (NTU) 1154 1.2 1.2 0.2 -- 6.63 27.69 1246 -- NA 29.66 -68.4 Clear Slight 1157 0.6 1.8 0.2 -- 6.60 27.68 1259 -- NA 26.55 -73.1 Clear Slight -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/I)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) AFFILIATION: Erica Battles,HSA SAMPLED BY(Signature): SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1158 SAMPLING ENDED AT: 1210 FIELD DECONTAMINATION: N FIELD-FILTERED: Y DUPLICATE: Y O SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION IALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE TOTAL VOLUME ADDED IN FINAL pH USED FIELD(mL) 1 AG 1 Liter HCI None 6.60 FL PRO 1 AG 1 Liter None None 6.60 EPA 8100 1 PE 125 ml I NO3 None 6.60 RCRA 8 2 CG 40 ml None None 6.60 EPA 8021 ,e--- 2 PE 125 ml None None 6.60 Chloride Remarks: The turbidity meter malfunctioned during this sampling event. MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,0=OTHER(SPECIFY) . . 160 6 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida ,WELL NO: MW-8 SAMPLED: MW-8 DATE: 7/1/2008 Calibrated Instruments before sampling no 2omments Geotech Calibrated Instruments after/during sampling yes no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 12.00 STATIC DEPTH TO 6.70 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(L/ft): [Well Capacities(Lift):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.261 Well volume: Well Depth(ft) -Depth to water(ft) = X Well capacity(Lift) = Well volume(L) WELL VOLUME: 12.00 ft - 6.70 ft = 5.30 ft x 0.15 L/ft = 0.80 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1224 PURGE ENDED AT: 1234 TOTAL VOL.PURGED(Liters): 1.20 #WELL VOLUMES System volumes: [Vol.Tube(Lift) x Tube length(ft)] + cell volume(L) [1/4"tube vol.=0.01 Lift] PURGED: 1.51 SYSTEM VOLUME: 0.01 L/ft x 12.00 ft+1.0 L = 1.12 Liters #SYSTEM VOLUMES PURGED: 1.07 CUMUL. DEPTH DISSOLVED VOLUME PURGE pH TEMP. COND. TURBIDITY VOLUME TO TDS OXYGEN ORP TIME PURGED RATE +/-0.2 +/-0.2 +/-5% +/-5 COLOR ODOR (mL) PURGED (LPM) WATER (SU) (°C) (uS/cm) (g L) +/-0.2 (NTU) (mV) (mL) (FT) (mg/L) 1228 0.8 0.8 0.2 -- 6.67 28.24 2228 -- 0.80 30.98 -64.0 Clear Slight 1230 0.4 1.2 0.2 -- 6.68 28.17 2217 -- 0.40 31.65 -63.7 Clear Slight -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --Average Rate 0.2 LPM DO 20%Sat(mg/I)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1235 SAMPLING ENDED AT: 1242 FIELD DECONTAMINATION: \ l N FIELD-FILTERED: Y DUPLICATE: Y O SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION -ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE TOTAL VOLUME ADDED IN FINAL pH USED FIELD(mL) 1 AG 1 Liter HCl None 6.68 FL PRO 1 AG 1 Liter None None 6.68 EPA 8100 1 PE 125 ml LINO 3 None 6.68 RCRA 8 ^ 2 CG 40 ml None None 6.68 EPA 8021 r ` 2 PE 125 ml None None 6.68 Chloride Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,0=OTHER(SPECIFY) 9 , 16136 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida WELL NO: MW-9 SAMPLE ID: MW-9 DATE: 7/1/2008 Calibrated Instruments before sampling no .omments Geotech Calibrated Instruments after/during sampling ye no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 12.00 STATIC DEPTH TO 7,63 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(Lift): [Well Capacities(Lift):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(ft) = X Well capacity(Lift) = Well volume(L) WELL VOLUME: 12.00 ft - 7.63 ft = 4.37 ft x 0.15 L/ft = 0.66 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1247 PURGE ENDED AT: 1255 TOTAL VOL.PURGED(Liters): 1.00 #WELL VOLUMES System volumes: [Vol.Tube(Lift) x Tube length(/t)) + cell volume(L) [1/4"tube vol.=0.01 L/ft] PURGED: 1.53 SYSTEM VOLUME: 0.01 L/ft x 12.00 ft+1.0 L = 1.12 Liters #SYSTEM VOLUMES PURGED: 0.89 CUMUL. DEPTH DISSOLVED VOLUME PURGE pH TEMP. COND. TURBIDITY VOLUME TO TDS OXYGEN ORP TIME PURGED PURGED RATE WATER +/-0.2 +/-0.2 +/-5% (gm/L) +/-0.2 +/-5 (mV)RATE ODOR (mL) (mL) (LPM) (FT) (SU) (°C) (uS/cm) (Ing/14 (NTU) 1250 0.6 0.6 0.2 -- 6.36 29.51 749 -- 0.41 6.56 -60.4 Clear None 1252 0.4 1.0 0.2 -- 6.40 29.27 872 -- 0.67 6.81 11.2 Clear None -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/I)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1256 SAMPLING ENDED AT: 1300 FIELD DECONTAMINATION: \-J N FIELD-FILTERED: Y \ l DUPLICATE: Y NO SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD PRESERVATIVE TOTAL VOLUME ADDED IN NO. MATERIAL CODE VOLUME USED FIELD(mL) FINAL pH 1 AG 1 Liter HC1 None 6.40 FL PRO 1 AG 1 Liter None None 6.40 EPA 8100 1 PE 125 ml 1-15403 None 6.40 RCRA 8 2 CG 40 ml None None 6.40 EPA 8021 2 PE 125 ml None None 6.40 Chloride Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,0=OTHER(SPECIFY) 0 1606 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida /',WELL NO: MW-10 SAMPLE ID: MW-10 DATE: 7/1/2008 Calibrated Instruments before sampling y`? no .omments Geotech Calibrated Instruments after/during sampling ye no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 12.00 STATIC DEPTH TO 6.39 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(Lift): [Well Capacities(Lift):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(ft) = X Well capacity(L/ft) = Well volume(L) WELL VOLUME: 12.00 ft - 6.39 ft = 5.61 ft x 0.15 L/ft = 0.84 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1305 PURGE ENDED AT: 1318 TOTAL VOL.PURGED(Liters): 11.60 System volumes: [Vol.Tube(L/ft) x Tube length(ft)/ + cell volume(L) [1/4"tube vol.=0.01 L/ft] #WELL VOLUMES 13.78 PURGED: SYSTEM VOLUME: 0.01 L/ft x 12.00 ft+1.0 L = 1.12 Liters #SYSTEM VOLUMES PURGED: 10.36 CUMUL. DEPTH DISSOLVED VOLUME PURGE pH TEMP. COND. TURBIDITY VOLUME TO TDS OXYGEN ORP TIME PURGED PURGED RATE WATER +/ 0.2 +/-0.2 +1-5% (gm/L) +/ 0 2 +/-5 (mV) COLOR ODOR (mL) (mJ) (LPM) (FT) (SU) (°C) (uS/cm) (1110-) (NTU) 1316 11.2 11.2 0.2 -- 6.78 30.91 884 -- 1.16 121.50 -0.6 Cloudy None 1318 0.4 11.6 0.2 -- 6.77 30.98 893 -- 1.01 136.80 -0.1 Cloudy None -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/I)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1319 SAMPLING ENDED AT: 1335 FIELD DECONTAMINATION: \-) N FIELD-FILTERED: Y CO DUPLICATE: Y NO SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD PRESERVATIVE TOTAL VOLUME ADDED IN NO. MATERIAL CODE VOLUME USED FIELD(mL) FINAL pH 1 AG 1 Liter HCI None 6.77 FL PRO 1 AG 1 Liter None None 6.77 EPA 8100 1 PE 125 ml HNO3 None 6.77 RCRA 8 2 CG 40 ml None None 6.77 EPA 8021 /".N 2 PE 125 ml None None 6.77 Chloride Remarks: MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,0=OTHER(SPECIFY) . 1 6 0 L GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee,Florida WELL NO: CPW-1 SAMPLE ID: CPW-1 DATE: 6/302008 Calibrated Instruments before sampling rThno 7omments Geotech Calibrated Instruments after/during sampling ye no Comments WELL DIAMETER 1.00 TOTAL WELL DEPTH 10.00 STATIC DEPTH TO 7.35 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(Uft): [Well Capacities(Lift):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(ft) = X Well capacity(Lift) = Well volume(L) WELL VOLUME: 10.00 ft - 7.35 ft = 2.65 ft x 0.15 L/ft = 0.40 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1550 PURGE ENDED AT: 1601 TOTAL VOL.PURGED(Liters): 2.20 #WELL VOLUMES System volumes: [Vol.Tube(Lift) x Tube length(f)/ + cell volume(L) [1/4"tube vol.=0.01 Lift] PURGED: 5.53 SYSTEM VOLUME: 0.01 L/ft x 10.00 ft+1.0 L = 1.10 Liters #SYSTEM VOLUMES PURGED: 2.00 CUMUL. DEPTH DISSOLVED VOLUME PURGE pH TEMP. COND. TURBIDITY VOLUME TO TDS OXYGEN ORP TIME PURGED PURGED RATE WATER +/-0.2 +/-0.2 +/-5% (gmfL) +1-0.2 +/5 (mV) COLOR ODOR (mL) O (LPM) (FT) (SU) (°C) (uS/cm) (mom) (NTU) 1555 1.0 1.0 0.2 -- 6.30 27.76 722 -- 2.89 NS 102.3 Clear None 1601 1.2 2.2 0.2 -- 6.34 27.01 771 -- 1.24 NS 103.3 Clear None -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/1)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) AFFILIATION: Erica Battles,HSA SAMPLED BY(Signature): SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1610 SAMPLING ENDED AT: 1635 FIELD DECONTAMINATION: CO N FIELD-FILTERED: Y (N--) DUPLICATE: Y O SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION IALYSIS AND/OR METHOD PRESERVATIVE TOTAL VOLUME ADDED IN NO. MATERIAL CODE VOLUME USED FIELD(mL) FINAL pH 1 PE 125 ml HNO3 None 6.77 Arsenic 1 AG 1 Liter None None 6.77 EPA 8081 Remarks: The turbidity meter malfunctioned during this sampling event. MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,O=OTHER(SPECIFY) e 1613 6 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Inunokalee,Florida /\WELL NO: MTW-1 SAMPLE ID: MTW-1 DATE: 6/302008 Calibrated Instruments before sampling S no .omments Geotech Calibrated Instruments after/during sampling ye no Comments WELL DIAMETER TOTAL WELL DEPTH STATIC DEPTH TO 1.00 5.00 3.40 SCREENED INTERVAL: 5-15 (IN): (FT.): WATER(FT): WELL CAPACITY(lift): [Well Capacities(Lift):0.5"=0.04,0.75"=0.08,1'=0.15,1.5'=0.34,2'=0.62,3'=1.4,4'=2.46,5'=3.86,6'=5.56,8'=9.88,10'=15.44,12'=22.26] Well volume: Well Depth(ft) -Depth to water(II) = X Well capacity(L/ft) = Well volume(L) WELL VOLUME: 5.00 ft - 3.40 ft = 1.60 ft x 0.15 L/ft = 0.24 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1452 PURGE ENDED AT: 1501 TOTAL VOL.PURGED(Liters): 18.00 #WELL VOLUMES System volumes: [Vol.Tube(L/ft) X Tube length(ft)] + cell volume(L) [1/4"tube vol.=0.01 L/ft] PURGED: 75.00 SYSTEM VOLUME: 0.01 lift x 5.00 ft+1.0 L = 1.05 Liters #SYSTEM VOLUMES PURGED: 17.14 CUMUL. DEPTH DISSOLVED VOLUME PURGE pH TEMP. COND. TURBIDITY VOLUME TO TDS OXYGEN ORP TIME PURGED PURGED RATE WATER +/ 0.2 +/ 0.2 +/-5% (gm/L) +1-0.2 +/-5 ORP COLOR ODOR (mL) O (LPM) (FT) (SU) (°C) (uS/cm) (mg/1-) (NTU) 1501 1.8 1.8 0.2 -- 6.80 32.05 487 -- 4.04 NA 67.9 Dark Slight 1517 16.2 18.0 0.2 -- 6.75 33.25 518 -- 5.05 NA 70.3 Dark Slight 1538 21.2 39.2 -- -- 6.74 33.36 511 -- 5.24 NA 72.6 Dark Slight -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- Average Rate 0.2 LPM DO 20%Sat(mg/1)Temp:1.72 @ 23°,1.68 @ 24°,1.65 @ 25°,1.62 @ 26°,1.59 @ 27°,1.57 @ 28°,1.54 @ 29°,1.51 @ 30° SAMPLING DATA SAMPLED BY(PRINT) Erica Battles,HSA SAMPLED BY(Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1610 SAMPLING ENDED AT: 1635 FIELD DECONTAMINATION: CD N FIELD-FILTERED: Y 10-17) DUPLICATE: Y O SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION fALYSIS AND/OR METHOD PRESERVATIVE TOTAL VOLUME ADDED IN NO. MATERIAL CODE VOLUME USED FIELD(mL) FINAL pH 1 AG 1 Liter HCl None 6.74 FL PRO 2 CG 40 ml None None 6.74 EPA 8021 1 AG 1 Liter None None 6.74 EPA 8100 Remarks: The turbidity meter malfunctioned during this sampling event. MATERIAL CODES: AG=AMBER GLASS, CG=CLEAR GLASS,PE=POLYETHYLENE,0=OTHER(SPECIFY) 0 16136 APPENDIX D Groundwater Sampling Analytical Results ,-,A 160 6 .„ , , . / r PPrJupiter Environmental Laboratories,Inc. ._, Jupiter 150 S Old Dixie Highway Jupiter,FL 33458 �.. Environmental Laboratories, Inc. Jupiter (561)575-0030 Fax:(561)575-4118 www.jupiterlabs.com clientservices©jupiterlabs.com July 15,2008 HSA Engineers&Scientists HSA Engineers&Scientists 1520 Royal Palm Square Blvd Suite 260 Fort Myers,FL 33919 RE: LOG# 820748 Project ID: 75-28302 COC# 30335 Dear HSA&Scientists: Enclosed are the analytical results for sample(s)received by the laboratory on Wednesday,July 02,2008. Results reported herein conform to the most current NELAC standards,where applicable,unless indicated by*in the body of the report. The enclosed Chain of Custody is a component of this package and should be retained with the package and incorporated therein. ^ Results for all solid matrices are reported in dry weight unless otherwise noted.Results for all liquid matrices are reported as received in the laboratory unless otherwise noted. Samples are disposed of after 30 days of their receipt by the laboratory unless archiving is requested in writing.The laboratory maintains the right to charge storage fees for archived samples. Certain analyses are subcontracted to outside NELAC certified laboratories,please see the Footnotes section of this report for NELAC certification numbers of laboratories used. A Statement of Qualifiers is available upon request. If you have any questions concerning this report,please feel free to contact me. Sincerely, Ann McKewin for Kacia Baldwin kbaldwin@jupiterlabs.com Enclosures Report ID:820748-413826 Page 1 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 r Jupiter Environmental Laboratories,Inc. v p i Le 150 S.Old Dixie Highway Jupiter,FL 33458 r Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820748 Project ID: 75-28302 Analytes Lab ID Sample ID Method Reported 820748001 MW-1 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 820748002 MW-2 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 820748003 MW-3 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 ^ 820748004 MW-4 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 820748005 MW-5 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 820748006 MW-6 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 820748007 MW-7 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 Report ID:820748-413826 Page 2 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 Jupiter Environmental Laboratories,Inc. 150S.OldieHhwaJupaer Jupiter,FL 33458 ..-mo w' Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE ANALYTE COUNT LOG# 820748 Project ID: 75-28302 Analytes Lab ID Sample ID Method Reported 820748007 MW-7 FL-PRO(GC) 3 820748008 MW-8 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 820748009 MW-9 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 820748010 MW-10 EPA 200.8(Total) 8 EPA 325.2 1 EPA 8260B 44 EPA 8310 List by 8270C SIM 21 FL-PRO(GC) 3 Report ID:820748-413826 Page 3 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 160 6 Jupiter Environmental Laboratories,Inc. .Y Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 SAMPLE SUMMARY LOG# 820748 Project ID: 75-28302 Lab ID Sample ID Matrix Date Collected Date Received 820748001 MW-1 Aqueous Liquid 7/1/2008 08:30 7/2/2008 09:45 820748002 MW-2 Aqueous Liquid 7/1/2008 09:11 7/2/2008 09:45 820748003 MW-3 Aqueous Liquid 7/1/2008 09:51 7/2/2008 09:45 820748004 MW-4 Aqueous Liquid 7/1/2008 13:51 7/2/2008 09:45 820748005 MW-5 Aqueous Liquid 7/1/2008 10:35 7/2/2008 09:45 820748006 MW-6 Aqueous Liquid 7/1/2008 11:18 7/2/2008 09:45 820748007 MW-7 Aqueous Liquid 7/1/2008 11:58 7/2/2008 09:45 820748008 MW-8 Aqueous Liquid 7/1/2008 12:35 7/2/2008 09:45 820748009 MW-9 Aqueous Liquid 7/1/2008 12:56 7/2/2008 09:45 820748010 MW-10 Aqueous Liquid 7/1/2008 13:19 7/2/2008 09:45 Report ID:820748-413826 Page 4 of 35 7/15/2008 FDOH# E86546 _ CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ea e�da iw_rrsre � .ate 1 6 0 6 Jupiter Environmental Laboratories,Inc. 2T J p I e 150 S.Old Dixie Highway Jupiter,FL 33458 ice .. ':".... Environmental Laboratories, Inc. Jupiter (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741007 Date Received: 7/1/2008 11:30 Matrix: Aqueous Liquid Sample ID: MTW-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Semivolatiles by GC Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method: FL-PRO(GC) Florida Pro Total 0.688 mg/L 0.080 0.045 1 07/03/08 BFM 07/04/08 FO o-Terphenyl(S) 54% 50-150 1 07/03/08 BFM 07/04/08 FO 84-15-1 n-Triacontane-d62(S) 59% 50-150 1 07/03/08 BFM 07/04/08 FO 93952-07-9 Report ID:820741 -414230 Page 14 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. rcrnR. l 1 6 0 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 /`\ Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741008 Date Received: 7/1/2008 11:30 Matrix: Aqueous Liquid Sample ID: MTW-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5030B 8260B(W) Analytical Method EPA 8260B 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 FO 07/02/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 FO 07/02/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 FO 07/02/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 FO 07/02/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 FO 07/02/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 FO 07/02/08 SS 563-58-6 1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 FO 07/02/08 SS 96-12-8 1,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 FO 07/02/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 FO 07/02/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 FO 07/02/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 FO 07/02/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 FO 07/02/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 FO 07/02/08 SS 142-28-9'' 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 FO 07/02/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 FO 07/02/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 FO 07/02/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 FO 07/02/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 FO 07/02/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 FO 07/02/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 FO 07/02/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 FO 07/02/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 FO 07/02/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 FO 07/02/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 FO 07/02/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 FO 07/02/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 FO 07/02/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 FO 07/02/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 FO 07/02/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 FO 07/02/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 FO 07/02/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 FO 07/02/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 FO 07/02/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 FO 07/02/08 SS 79-01-6 Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 FO 07/02/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 FO 07/02/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 FO 07/02/08 SS 156-59-2 m&p-xylene U ug/L 2.00 0.310 1 07/02/08 FO 07/02/08 SS 1330-20- 7[m,P1 Report ID:820741 -414230 Page 15 of 50 7/15/2008 FDOH#E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,,,,„,-'.44pc4a 1606 Jupiter Environmental Laboratories,Inc Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 -_i.:-'- Environmental Laboratories, Inc. Phone:(561)575-0030 Fax (561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741008 Date Received: 7/1/2008 11:30 Matrix: Aqueous Liquid Sample ID: MTW-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o-Xylene U ug/L 1.00 0.670 1 07/02/08 FO 07/02/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 FO 07/02/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 FO 07/02/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 FO 07/02/08 SS 10061-02-6 Dibromofluoromethane(S) 114% 70-130 1 07/02/08 FO 07/02/08 SS 1868-53-7 Toluene d8(S) 98% 70-130 1 07/02/08 FO 07/02/08 SS 2037-26-5 4-Bromofluorobenzene(S) 77% 70-130 1 07/02/08 FO 07/02/08 SS 460-00-4 Report ID:820741 -414230 Page 16 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1611 6 r Jupiter Environmental Laboratories,Inc. .„4, - Jupir te 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Jupiter (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741009 Date Received: 7/1/2008 11:30 Matrix: Aqueous Liquid Sample ID: MTW-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Semivolatiles by EPA 8270C Analysis Desc:PAH List by 8270C SIM Preparation Method:EPA 3510C SIM (W) Analytical Method: EPA 8310 List by 8270C SIM 1-Methylnaphthalene U ug/L 0.060 0.030 1 07/03/08 BFM 07/04/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/03/08 BFM 07/04/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/03/08 BFM 07/04/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/03/08 BFM 07/04/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/03/08 BFM 07/04/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/03/08 BFM 07/04/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/03/08 BFM 07/04/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/03/08 BFM 07/04/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/03/08 BFM 07/04/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/03/08 BFM 07/04/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/03/08 BFM 07/04/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/03/08 BFM 07/04/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/03/08 BFM 07/04/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/03/08 BFM 07/04/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/03/08 BFM 07/04/08 FO 193-39-5 Naphthalene U ug/L 0.040 0.020 1 07/03/08 BFM 07/04/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/03/08 BFM 07/04/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/03/08 BFM 07/04/08 FO 129-00-0 Nitrobenzene-d5(S) 39% 30-110 1 07/03/08 BFM 07/04/08 FO 4165-60-0 2-Fluorobiphenyl(S) 43% 30-110 1 07/03/08 BFM 07/04/08 FO 321-60-8 p-Terphenyl-d14(S) 47% 30-140 1 07/03/08 BFM 07/04/08 FO 1718-51-0 Report ID:820741 -414230 Page 17 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 JupiterJupiter Environmental Laboratories,Inc150S.OdxieHghwaJupiter,FL 33458 Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748001 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-1 Date Collected: 7/1/2008 08:30 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Chloride by EPA 325.2 Analytical Method: EPA 325.2 --- 'i1= (W) Chloride 81 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5030B 8260B(W) Analytical Method: EPA 8260B 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 . 1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 ,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 5 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ud. l ieaC 0 6/1 ti ' ,, 6 Jupiter Environmental Laboratories,Inc. . ' 150 S.Old Dixie Highway Jupiter,FL 33458 ter Environmental Laboratories, Inc. Phone:(561)575-0030 ----- Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741010 Date Received: 7/1/2008 11:30 Matrix: Aqueous Liquid Sample ID: CPW-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:EPA 200.8 Metals(W) Preparation Method:EPA 200.2 mod. Analytical Method: EPA 200.8(Total) Arsenic 0.76 mg/L 0.0020 0.00016 1 07/01/08 ZS 07/01/08 ZS 7440-38-2 Report ID:820741 -414230 Page 18 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. tlelaC'; 160 6 Jupiter�� Environ15ment0 S.alOLaboratories,d Highway piterFL33458 Inc. Jupiter l JDixie, ",_<' Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741041 Date Received: 7/1/2008 11:30 Matrix: Aqueous Liquid Sample ID: CPW-1 Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Semivolatiles by GC Anaiy � �try preparation Method:EPA �,' _az >f4 , _. r - Maly r A D81 ( ) 4,4'-DDD U ug/L 0.115 0.023 10 07/03/08 BBB 07/11/08 FO 72-54-8 i 4,4'-DDE U ug/L 0.075 0.015 10 07/03/08 BFM 07/11/08 FO 72-55-9 4,4'-DDT U ug/L 0.090 0.018 10 07/03/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/L 0.065 0.013 10 07/03/08 BFM 07/11/08 FO 309-00-2 a-BHC 0.208 ug/L 0.060 0.016 10 07/03/08 BEM 07/11/08 FO 319-84-6 a-Chlordane U ug/L 0.095 0.019 10 07/03/08 BFM 07/11/08 FO 5103-71-9 b-BHC 6.39 ug/L 0.055 0.011 10 07/03/08 FM 07/11/08 FO L 319-85-7 d-BHC 0.611 ug/L 0.085 0.017 10 07/03/08 FM 07/11/08 FO 319-86-8 Dieldrin U ug/L 0.090 0.018 10 07/03/08 BBBFM 07/11/08 FO 60-57-1 Endosulfan I U ug/L 0.085 0.017 10 07/03/08 BFM 07/11/08 FO 959-98-8 Endosulfan II U ug/L 0.080 0.020 10 07/03/08 BFM 07/11/08 FO 33213-65 9 „`Endosulfan sulfate U ug/L 0.075 0.015 10 07/03/08 BFM 07/11/08 FO 1031-07-8 •ndrin U ug/L 0.100 0.020 10 07/03/08 BFM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/L 0.085 0.017 10 07/03/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/L 0.105 0.021 10 07/03/08 B F M 07/11/08 FO 53494-70-5 g-BHC(Lindane) 0.174 ug/L 0.095 0.019 10 07/03/08 BEM 07/11/08 FO 58-89-9 g-Chlordane U ug/L 0.095 0.019 10 07/03/08 BEM 07/11/08 FO 12789 03-6 Heptachlor U ug/L 0.100 0.020 10 07/03/08 FM 07/11/08 FO 76 44-8 Heptachlor epoxide U ug/L 0.085 0.017 10 07/03/08 BBB 07/11/08 FO 1024-57-3 Methoxychlor U ug/L 0.060 0.012 10 07/03/08 BEM 07/11/08 FO 72-43-5 Total Chlordane U ug/L 0.190 0.038 10 07/03/08 BEM 07/11/08 FO Total Toxaphene 56.3 ug/L 2.45 0.490 10 07/03/08 BEM 07/11/08 FO 8001-35 2 Tetrachloro-m-xylene(S) 82% 60-130 10 07/03/08 BBB 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 86% 60-130 10 07/03/08 BFM 07/11/08 FO 2051-24-3 Report ID:820741 -414230 Page 49 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 160 6 Fir u Jupiter Environmental Laboratories,Inc. ,„,, e'''''' J Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 -------. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748001 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-1 Date Collected: 7/1/2008 08:30 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,p] o-Xylene U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 86 % 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 91 % 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 91 % 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:PAH List by 8270C SIM Preparation Method:EPA 3510C SIM (W) Analytical Method: EPA 8310 List by 8270C SIM J` 1-Methylnaphthalene U ug/L 0.060 0.030 1 07/07/08 BFM 07/07/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/07/08 BFM 07/07/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/07/08 BFM 07/07/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/07/08 BFM 07/07/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/07/08 BFM 07/07/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/07/08 BFM 07/07/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/07/08 BFM 07/07/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/07/08 BFM 07/07/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/07/08 BFM 07/07/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/07/08 BFM 07/07/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/07/08 BFM 07/07/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/07/08 BFM 07/07/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/07/08 BFM 07/07/08 FO 193-39-5 Naphthalene U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/07/08 BFM 07/07/08 FO 129-00-0 Nitrobenzene-d5(S) 40% 30-110 1 07/07/08 BFM 07/07/08 FO 4165-60-0 2-Fluorobiphenyl(S) 42% 30-110 1 07/07/08 BFM 07/07/08 FO 321-60-8 p-Terphenyl-d14(S) 64% 30-140 1 07/07/08 BFM 07/07/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 6 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 ZrJupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway d' Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748001 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-1 Date Collected: 7/1/2008 08:30 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc.Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method: FL-PRO(GC) Florida Pro Total 0.319 mg/L 0.080 0.045 1 07/07/08 BFM 07/07/08 FO o-Terphenyl(S) 79% 50-150 1 07/07/08 BFM 07/07/08 FO 84-15-1 n-Triacontane-d62(S) 70% 50-150 1 07/07/08 BFM 07/07/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method: EPA 200.8(Total) Chromium U mgiL 0.0020 0.000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic 0.0086 mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.051 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 ^Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 sad U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 7 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc,. Inelact '1 16136 Jupiter Environmental Laboratories,Inc. , - J u p i}er 150 S Old Dixie Highway Jupiter,FL 33458 ... Environmental L3hor.3tories, Inc. Phone:(561)575-0030 - Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748002 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-2 Date Collected: 7/1/2008 09:11 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Antes :Ctti _ 2 (W) Chloride 970 mg/L 20 10.0 20 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS tly 3s .E 1 Scan by- Ar p ton iv tt =r51 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 1,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 8 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 "`� :` Environmental Laboratories,Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748002 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-2 Date Collected: 7/1/2008 09:11 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene 6.47 ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene 0.690i ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,pl o-Xylene 2.98 ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether 0.510i ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 89% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 95% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 97% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:PAH List by 8270C SIM Preparation Method:EPA 3510C SIM .-.IW) Analytical Method: EPA 8310 List by 8270C SIM i-Methylnaphthalene U ug/L 0.060 0.030 1 07/07/08 BFM 07/07/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/07/08 BFM 07/07/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/07/08 BFM 07/07/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/07/08 BFM 07/07/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/07/08 BFM 07/07/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/07/08 BFM 07/07/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/07/08 BFM 07/07/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/07/08 BFM 07/07/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/07/08 BFM 07/07/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/07/08 BFM 07/07/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/07/08 BFM 07/07/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/07/08 BFM 07/07/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/07/08 BFM 07/07/08 FO 193-39-5 Naphthalene 0.710 ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/07/08 BFM 07/07/08 FO 129-00-0 Nitrobenzene-d5(S) 50% 30-110 1 07/07/08 BFM 07/07/08 FO 4165-60-0 2-Fluorobiphenyl(S) 43% 30-110 1 07/07/08 BFM 07/07/08 FO 321-60-8 p-Terphenyl-d14(S) 55% 30-140 1 07/07/08 BFM 07/07/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 9 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. hGCOIP.- 16a 6 Jupiter Environmental Laboratories,Inc. r„. nupitor150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc.. Jupiter (561)575-0030 /--. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748002 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-2 Date Collected: 7/1/2008 09:11 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method: FL-PRO(GC) Florida Pro Total 7.42 mg/L 0 400 0.225 5 07/07/08 BFM 07/09/08 FO o-Terphenyl(S) 82% 50-150 5 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 82% 50-150 5 07/07/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Analytical Method: EPA 200.8(Total) Chromium 0.0047 mg/L 0.0020 0.000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic 0.0055 mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.16 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 Lead U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 10 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, 0 without the written consent of Jupiter Environmental Laboratories,Inc.. gyp. 160 6 Jupiter Environmental Laboratories,Inc. J U pto r 150 S.Old Dixie Highway Jupiter,FL 33458 ice,t Environmental Laboratories, Inc_ Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748003 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-3 Date Collected: 7/1/2008 09:51 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Dem: _ yilivlett' Chloride 310 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS 414021:474SPOSc: 802 �tV; , :�, _ 828(3 - Analytita1 Method:EPA 82808 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 X1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 ,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 11 of 35 7/15/2008 ^ FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. '-'-'--"!,°:-.7-..,,,,,rrr 1613 6 Jupiter Environmental Laboratories,Inc. r ` Jupitor 150SOlDixieHhwaJupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 ^' Fax (561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748003 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-3 Date Collected: 7/1/2008 09:51 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,p] o-Xylene U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 93% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 96% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 93% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:PAH List by 8270C SIM Preparation Method:EPA 3510C SIM (W) Analytical Method:EPA 8310 List by 8270C SIM 1-Methylnaphthalene U ug/L 0.060 0.030 1 07/08/08 BFM 07/08/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/08/08 BFM 07/08/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/08/08 BFM 07/08/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/08/08 BFM 07/08/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/08/08 BFM 07/08/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/08/08 BFM 07/08/08 FO 193-39-5 Naphthalene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 129-00-0 Nitrobenzene-d5(S) 48% 30-110 1 07/08/08 BFM 07/08/08 FO 4165-60-0 2-Fluorobiphenyl(S) 54% 30-110 1 07/08/08 BFM 07/08/08 FO 321-60-8 p-Terphenyl-d14(S) 77% 30-140 1 07/08/08 BFM 07/08/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 12 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. C'..) ■ ieIac1 16D6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 �.�.; Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748003 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-3 Date Collected: 7/1/2008 09:51 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method: FL-PRO(GC) Florida Pro Total 0.193 mg/L 0.080 0.045 1 07/07/08 BFM 07/09/08 FO o-Terphenyl(S) 74% 50-150 1 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) ' 70% 50-150 1 07/07/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method: EPA 200.8(Total) Chromium 0.0022 mg/L 0.0020 0.000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic 0.0010i mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.071 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 =ad U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 13 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. o 160 6 Jupiter Environmental Laboratories,Inc. - Jupiter 150 S.Old Dixie Highway rP' Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �^ Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748004 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-4 Date Collected: 7/1/2008 13:51 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis by EPA 326"- -_-_ AMI- Method:Eta (W) Chloride 23 mg/L 1.0 0.500 1 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS Analysis-t o: PA 8021 Scants/ paration Metho y=E 50308 82648 Wj Analytical-Method:EPA 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 1,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene 0.670i ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 14 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. (7"..7...)C. c 1606 Jupiter Environmental Laboratories,Inc. up' Le 1 150 S.Old Dixie Highway Jupiter,FL 33458 �'�....,- Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748004 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-4 Date Collected: 7/1/2008 13:51 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene 0.790i ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,P] o-Xylene U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 89% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 91 % 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 90% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C An +sis mac:PAHst by 1� C S N-:j �-.{W) - = Analytical ethod:�831t)1-11t by -WOO 1-Methylnaphthalene U ug/L 0.060 0.030 1 07/08/08 BFM 07/08/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/08/08 BFM 07/08/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/08/08 BFM 07/08/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/08/08 BFM 07/08/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/08/08 BFM 07/08/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/08/08 BFM 07/08/08 FO 193-39-5 Naphthalene 0.075 ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 129-00-0 Nitrobenzene-d5(S) 46% 30-110 1 07/08/08 BFM 07/08/08 FO 4165-60-0 2-Fluorobiphenyl(S) 53% 30-110 1 07/08/08 BFM 07/08/08 FO 321-60-8 p-Terphenyl-d14(S) 71 % 30-140 1 07/08/08 BFM 07/08/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 15 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. u-Z--',s 1613 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 ..--"-- Fax: "Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748004 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-4 Date Collected: 7/1/2008 13:51 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method: FL-PRO(GC) Florida Pro Total 0.193 mg/L 0.080 0.045 1 07/07/08 BFM 07/09/08 FO o-Terphenyl(S) 70% 50-150 1 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 71 % 50-150 1 07/07/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method: EPA 200.8(Total) Chromium 0.0025 mg/L 0.0020 0.000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic U mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.071 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 Lead U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 16 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, -� without the written consent of Jupiter Environmental Laboratories,Inc.. j� i 160 6 Jupiter Environmental Laboratories,Inc. r,,,, l u p i to r 150 S.Old Dixie Highway Jupiter,FL 33458 -+. . Environmental Laboratories, Inc- Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748005 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-5 Date Collected: 7/1/2008 10:35 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS A iIsis Q. ;CFS Tay EFAZ25.2 #ttalyt method: 325.E - (W - Chloride 270 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS AnaIy Oes6 8021 n by Pre tion Methe4:EFA 5O QB ON Analytical ;EPA T 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 ._1 2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 17 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 0 • 160 6 Jupiter Environmental Laboratories,Inc. J u p i te r 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748005 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-5 Date Collected: 7/1/2008 10:35 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,p1 o-Xylene U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 87% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 88% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 96 % 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C Desc:PA#4ty827ht Preparation Metho . . 81001sP -'� - I Me J ; QC '- r s __ __ ms a 1-Methylnaphthalene U ug/L 0.060 0.030 1 07/08/08 BFM 07/08/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/08/08 BFM 07/08/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/08/08 BFM 07/08/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/08/08 BFM 07/08/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/08/08 BFM 07/08/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/08/08 BFM 07/08/08 FO 193-39-5 Naphthalene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 129-00-0 Nitrobenzene-d5(S) 45% 30-110 1 07/08/08 BFM 07/08/08 FO 4165-60-0 2-Fluorobiphenyl(S) 57% 30-110 1 07/08/08 BFM 07/08/08 FO 321-60-8 p-Terphenyl-d14(S) 69% 30-140 1 07/08/08 BFM 07/08/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 18 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 t, ,��..... Env Irorirnei1#al Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748005 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-5 Date Collected: 7/1/2008 10:35 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method: FL-PRO(GC) Florida Pro Total 0.600 mg/L 0.080 0.045 1 07/07/08 BFM 07/09/08 FO o-Terphenyl(S) 79% 50-150 1 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 73% 50-150 1 07/07/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method:EPA 200.8(Total) Chromium 0.0032 mg/L 0.0020 0.000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic U mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.077 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 sad U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 19 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. u fiS ►CI 0 160 6 Jupiter Environmental Laboratories,Inc. r � Jupi er 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 i'-,. Fax.(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748006 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-6 Date Collected: 7/1/2008 11:18 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Chloride by EPA 325.2Analytical Method: EPA 325.2 (W) Chloride 25 mg/L 1.0 0.500 1 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5030B 8260B(W) Analytical Method: EPA 8260B 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 1,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1' 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 20 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 90 ■ i.�Ira 16136 Jupiter Environmental Laboratories,Inc. if J Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 .-.�.r Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748006 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-6 Date Collected: 7/1/2008 11:18 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,p] o-Xylene U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 88% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 89% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 94% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C i-Methylnaphthalene U ug/L 0.060 0.030 1 07/08/08 BFM 07/08/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/08/08 BFM 07/08/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/08/08 BFM 07/08/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/08/08 BFM 07/08/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/08/08 BFM 07/08/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/08/08 BFM 07/08/08 FO 193-39-5 Naphthalene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 129-00-0 Nitrobenzene-d5(S) 42% 30-110 1 07/08/08 BFM 07/08/08 FO 4165-60-0 2-Fluorobiphenyl(S) 47% 30-110 1 07/08/08 BFM 07/08/08 FO 321-60-8 p-Terphenyl-d14(S) 62°A. 30-140 1 07/08/08 BFM 07/08/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 21 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. t c 03 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc.. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748006 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-6 Date Collected: 7/1/2008 11:18 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method:FL-PRO(GC) Florida Pro Total 0.220 mg/L 0.080 0.045 1 07/07/08 BFM 07/09/08 FO o-Terphenyl(S) 74% 50-150 1 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 69% 50-150 1 07/07/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method: EPA 200.8(Total) Chromium 0.0038 mg/L 0 0020 0.000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic U mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.13 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 Lead U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 22 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 16136 Jupiter Environmental Laboratories,Inc. <'-` Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 rr Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748007 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-7 Date Collected: 7/1/2008 11:58 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS M si sc:gide larrfA = ioa1 thod:t 25. (tel " ,.. ., Chloride 110 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS ArWisia-leSc: A-8021 n by - Preparationmethod: ,- 030 8 - taiyt l Methot A 82 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 ^1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 ,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 23 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. w,rcc C C` a 16136 Jupiter Environmental Laboratories,Inc. p!ter 150 S.Old Dixie Highway ,,,- Jupiter,FL 33458 ' Environmental Laboratories Inc.� Phone:(561)575-0030 /'---. Fax.(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748007 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-7 Date Collected: 7/1/2008 11:58 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,pl o-Xylene U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 87% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 92 % 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 94% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:PAH List by 8270C SIM Preparation Method:EPA 3510C SIM (W) Analytical Method: EPA 8310 List by 8270C SIM 1-Methylnaphthalene U ug/L 0.060 0.030 1 07/08/08 BFM 07/09/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/08/08 BFM 07/09/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/08/08 BFM 07/09/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/08/08 BFM 07/09/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/08/08 BFM 07/09/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/08/08 BFM 07/09/08 FO 193-39-5 Naphthalene 0.045 ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 129-00-0 Nitrobenzene-d5(S) 46% 30-110 1 07/08/08 BFM 07/09/08 FO 4165-60-0 2-Fluorobiphenyl(S) 51 % 30-110 1 07/08/08 BFM 07/09/08 FO 321-60-8 p-Terphenyl-d14(S) 67 % 30-140 1 07/08/08 BFM 07/09/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 24 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. ` Jupaer 150 S.Old Dixie Highway Jupiter,FL 33458 ,.-�...``y Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748007 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-7 Date Collected: 7/1/2008 11:58 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method: FL-PRO(GC) Florida Pro Total 4.40 mg/L 0 080 0.045 1 07/07/08 BFM 07/09/08 FO o-Terphenyl(S) 70% 50-150 1 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 67% 50-150 1 07/07/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method:EPA 200.8(Total) Chromium 0.0076 mg/L 0.0020 0 000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic 0.0097 mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.080 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 ead U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 25 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. '!..1-7,7, 7,4„., -. _ I A<P ,frielaC H. 0 160 6 Jupiter Environmental Laboratories,Inc. re Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 ,.--. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748008 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-8 Date Collected: 7/1/2008 12:35 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Chloride by EPA 325.2 Analytical Method: EPA 325.2 (W) Chloride 420 mg/I_ 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5030B 8260B(W) Analytical Method: EPA 8260B 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 1,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene 0.750i ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 26 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. J 160 6 Jupiter Environmental Laboratories,Inc. I r 150 S.Old Dixie Highway I r Jupiter,FL 33458 Environmental Laboratories, In c. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748008 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-8 Date Collected: 7/1/2008 12:35 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene 4.40 ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,pl o-Xylene 2.38 ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 92% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 93% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 97% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis luso:PAI-11.4tby 82740 SIM O rat41440thod 51t 1' Ana I Meth -EPA 83K-----iSt b0 270Q- 1 _ I-Methylnaphthalene U ug/L 0.060 0.030 1 07/08/08 BFM 07/09/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/08/08 BFM 07/09/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/08/08 BFM 07/09/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/08/08 BFM 07/09/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/08/08 BFM 07/09/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/08/08 BFM 07/09/08 FO 193-39-5 Naphthalene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 129-00-0 Nitrobenzene-d5(S) 49% 30-110 1 07/08/08 BFM 07/09/08 FO 4165-60-0 2-Fluorobiphenyl(S) 55% 30-110 1 07/08/08 BFM 07/09/08 FO 321-60-8 p-Terphenyl-d14(S) 56 % 30-140 1 07/08/08 BFM 07/09/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 27 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 4!F-CbR3 f7rIdaC1 r..) C Jupiter EnvironmentalZ6116oratories,Inc J u p't�r 150 S.Old Dixie Highway I Jupiter,FL 33458 Environmental Laboratories, Int-. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748008 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-8 Date Collected: 7/1/2008 12:35 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Dual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method. FL-PRO(GC) Florida Pro Total 1.65 mg/L 0.080 0.045 1 07/07/08 BFM 07/09/08 FO o-Terphenyl(S) 74% 50-150 1 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 75% 50-150 1 07/07/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method: EPA 200.8(Total) Chromium 0.0037 mg/L 0.0020 0 000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic U mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.21 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 Lead U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 28 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1606 Jupiter Environmental Laboratories,Inc. I te 150 S.Old Dixie Highway Jupiter,FL 33458 Jupr -�, Y trEnvironmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748009 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-9 Date Collected: 7/1/2008 12:56 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Chloride by EPA 325.2 Analytical Method:EPA 325.2 = (W) Chloride 140 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Method:EPA 5030B 8260B(W) Analytical Method: EPA 8260B 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 ^1,2 DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 ,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 29 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ®Or' 160 6 Jupiter Environmental Laboratories,Inc. Jupiter Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 �"-. Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748009 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-9 Date Collected: 7/1/2008 12:56 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,P] o-Xylene U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 89% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 88% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 96 % 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc:PAH List by 8270C SIM Preparation Method:EPA 3510C SIM (W) Analytical Method:EPA 8310 List by 8270C SIM 1-Methylnaphthalene U ug/L 0.060 0.030 1 07/08/08 BFM 07/09/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/08/08 BFM 07/09/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/08/08 BFM 07/09/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/08/08 BFM 07/09/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/08/08 BFM 07/09/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/08/08 BFM 07/09/08 FO 193-39-5 Naphthalene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 129-00-0 Nitrobenzene-d5(S) 46 % 30-110 1 07/08/08 BFM 07/09/08 FO 4165-60-0 2-Fluorobiphenyl(S) 52% 30-110 1 07/08/08 BFM 07/09/08 FO 321-60-8 p-Terphenyl-d14(S) 71 % 30-140 1 07/08/08 BFM 07/09/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 30 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. "A R a ( I _.,,. 160 6 Jupiter Environmental Laboratories,Inc. ' Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 Environmental Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748009 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-9 Date Collected: 7/1/2008 12:56 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method: FL-PRO(GC) Florida Pro Total 0.489 mg/L 0.080 0.045 1 07/08/08 BFM 07/09/08 FO o-Terphenyl(S) 76% 50-150 1 07/08/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 73% 50-150 1 07/08/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method: EPA 200.8(Total) Chromium 0.0062 mg/L 0.0020 0.000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic U mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.095 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 ead U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 31 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. '' la`j: G 16116 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway tile, a Jupiter,FL 33458 .�'..' Environmental Laboratories, Inc. Phone:(561)575-0030 "-"� Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748010 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-10 Date Collected: 7/1/2008 13:19 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS AnatypDiati0743NOride ?.AA NW yiical Method: ff y .2 (W Chloride 65 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GC/MS Analysis Desc:EPA 8021 Scan by Preparation Meth± SPA - 8260B(W) - Analytical Method:EPA8280B r 1,1,1,2-Tetrachloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 1,1,1-Trichloroethane U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 1,1,2-Trichloroethane U ug/L 1.00 0.500 1 07/02/08 SS 07/03/08 SS 79-00-5 1,1-Dichloroethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 1,1-Dichloroethene U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 1,1-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 1,2-DBCP U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 1,2-Dibromoethane(EDB) U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-4 1,2-Dichlorobenzene U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 1,2-Dichloroethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 107-06-2 1,2-Dichloropropane U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 1,3-Dichlorobenzene U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 1,3-Dichloropropane U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 1,4-Dichlorobenzene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 2,2-Dichloropropane U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 Benzene U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 Bromochloromethane U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 Bromodichloromethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 Bromomethane U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74-83-9 Carbon tetrachloride U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 Chlorobenzene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 Chloroethane U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 Chloroform U ug/L 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 Chloromethane U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 Dibromochloromethane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 Dibromomethane U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 74-95-3 cis-1,3-Dichloropropene U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 Methylene chloride U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 Tetrachloroethene U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 Toluene U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 Trichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 Report ID:820748-413826 Page 32 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. Ppsa .. 16136 Jupiter Laboratories,Inc. .� 150 Environmental Old Dixie Highway Jupiter,FL 33458 Jupiter -";.:,..... Environmental Laboratories, Inc. Jupiter (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748010 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-10 Date Collected: 7/1/2008 13:19 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 m&p-xylene 0.460i ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,p] o-Xylene U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 tert-Butyl methyl ether U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 (MTBE) trans-1,2-Dichloroethene U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 trans-1,3-Dichloropropene U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromofluoromethane(S) 90% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 Toluene d8(S) 94% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 4-Bromofluorobenzene(S) 96% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Semivolatiles by EPA 8270C -Methylnaphthalene U ug-/L 0.060 0.030 1 07/08/08 BFM 07/09/08 FO 90-12-0 2-Methylnaphthalene U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 91-57-6 Acenaphthene U ug/L 0.034 0.017 1 07/08/08 BFM 07/09/08 FO 83-32-9 Acenaphthylene U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 208-96-8 Anthracene U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 120-12-7 Benzo(a)anthracene U ug/L 0.052 0.026 1 07/08/08 BFM 07/09/08 FO 56-55-3 Benzo(a)pyrene U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 50-32-8 Benzo(b)fluoranthene U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 205-99-2 Benzo(g,h,i)perylene U ug/L 0.038 0.019 1 07/08/08 BFM 07/09/08 FO 191-24-2 Benzo(k)fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 207-08-9 Chrysene U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 218-01-9 Dibenzo(a,h)anthracene U ug/L 0.020 0.010 1 07/08/08 BFM 07/09/08 FO 53-70-3 Fluoranthene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 206-44-0 Fluorene U ug/L 0.044 0.022 1 07/08/08 BEM 07/09/08 FO 86-73-7 Indeno(1,2,3-cd)pyrene U ug/L 0.048 0.024 1 07/08/08 BFM 07/09/08 FO 193-39-5 Naphthalene 0.075 ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 91-20-3 Phenanthrene U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 85-01-8 Pyrene U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 129-00-0 Nitrobenzene-d5(S) 41 % 30-110 1 07/08/08 BFM 07/09/08 FO 4165-60-0 2-Fluorobiphenyl(S) 48% 30-110 1 07/08/08 BFM 07/09/08 FO 321-60-8 p-Terphenyl-d14(S) 68% 30-140 1 07/08/08 BFM 07/09/08 FO 1718-51-0 Semivolatiles by GC Report ID:820748-413826 Page 33 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. ,._A.? ,yR, 160 6 Jupiter Environmental Laboratories,Inc. Jupiter 150 S.Old Dixie Highway Jupiter,FL 33458 rr _ Environmental Laboratories, Inc. Phone:(561)575-0030 ,----- Fax:(561)575-4118 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748010 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW-10 Date Collected: 7/1/2008 13:19 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc:Florida PRO by GC(W) Preparation Method:EPA 3510C Analytical Method. FL-PRO(GC) Florida Pro Total 0.266 mg/L 0.080 0.045 1 07/08/08 BFM 07/09/08 FO o-Terphenyl(S) 77 % 50-150 1 07/08/08 BFM 07/09/08 FO 84-15-1 n-Triacontane-d62(S) 72 % 50-150 1 07/08/08 BFM 07/09/08 FO 93952-07-9 Analysis Desc:EPA 200.8 Total RCRA-8 Preparation Method:EPA 200.2 mod. Metals(W) Analytical Method:EPA 200.8(Total) Chromium 0.0031 mg/L 0.0020 0.000038 1 07/03/08 ZS 07/03/08 ZS 7440-47-3 Arsenic 0.00061i mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mg/L 0.0020 0.00047 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 Silver U mg/L 0.0020 0.000070 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 Cadmium U mg/L 0.0020 0.000091 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 Barium 0.056 mg/L 0.0020 0.00014 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 Mercury U mg/L 0.0020 0.0012 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 Lead U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 Report ID:820748-413826 Page 34 of 35 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. • 1606 Jupiter Environmental Laboratories,Inc. 1 U p I�e r 150 S Old Dixie Highway Jupiter,FL 33458 Envirnnmenta I Laboratories, Inc. Phone:(561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS QUALIFIERS LOG# 820748 Project ID: 75-28302 PARAMETER QUALIFIERS PROJECT COMMENTS 820748 A reported value of U indicates that the compound was analyzed for but not detected above the MDL. A value flagged with an"i"flag indicates that the reported value is between the laboratory method detection limit and the practical quantitation limit. Report Limit=PQL Report ID:820748-413826 Page 35 of 35 7/15/2008 .-. FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except in full, without the written consent of Jupiter Environmental Laboratories,Inc.. 1YNIJIHO 1 6 0 6 ,,,,.„,,,„,:,: :..„:„.„.:, , ,:„..,„..., 6.16....,.,,...,,„,.:.: . , ............ _... : ...,:,:,..„.„.,..., .._. ,,.,,,„.,„,...,...„,,, a u ,,, , • , .,. .„...., . ,. , ..„.....„..,, C 0 ;:'.:'.7.',':,::':..',''''.1.'';..:..,..r.:',...::. 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'.!::;........!.:::!. ,Vf � U IF, U 1 1 fi oo0OU 0 E 1 ' ocxxzx _r----13 E amciow Ta- u.1 m v O 13 a. co d N m i �0a n g d i cpt . d¢ �-0 n n s 0_: O C:::::ZO O a� �cn0 LM W m V„ • cillell p i c N L Ti E N \Vl E a Gk; � ��°! curl a m 1 2 m m ,1.4.817.III (� nil U c D a0 NC N �/ c Q (n Q E v m = ° E Em '..;;.i'01.1;-, N ' CO "cr In CO r� co cm o ? ap ¢ U Q U 61 a dz �Z # I 1 I I 1 I I (n(750 Qz 0 160 6 THIS PAGE INTENTIONALLY LEFT BLANK CP PHASE II AUGUST 2008 6 D 6 LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT PEPPER RANCH (LAKE TRAFFORD RANCH, LLLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA PREPARED FOR: Ca er t�a-r�.-hty Ms. Alexandra J. Sulecki Conservation Collier Land Acquisition Program 3301 East Tamiami Trail, Building W Naples, Florida 34112 PREPARED BY: AVM., Environmental Consulting & Technology, inc. 4100 Center Pointe Drive Suite 112 Fort Myers,Florida 33916 (239)277-0003 Fax: (239)277-1211 08-0602/0100 August 2008 160 6 Limited Phase II Environmental Site Assessment Report err Pepper Ranch(Lake Trafford Ranch LLLP) AMC, Collier County, Florida Environmental Consulting a*« Asx+c. TABLE OF CONTENTS I. OBJECTIVES 1-1 1.1 PURPOSE AND SCOPE OF THIS LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT 1-1 2. SITE ASSESSMENT FINDINGS 2-1 2.1 GROUNDWATER INVESTIGATION 2-1 2.2 SOIL INVESTIGATION 2-3 3. CONCLUSIONS 3-1 3.1 OIL FIELD AREA 3-1 3.2 CATTLE PEN AREA(AST) 3-2 4. RECOMMENDATIONS 4-1 4.1 OIL FIELD AREA 4-1 4.2 CATTLE PEN AREA(AST) 4-2 FIGURES Figure 1. General Location Map Figure 2. Aerial Image of Oil Field Areas Figure 3. Aerial Image of Well-Site 1201A Figure 4. Aerial Image of Well-Site 1170 Figure 5. Aerial Image of Well-Site 1199 Figure 6. Aerial Image of Cattle Pen Area Figure 7. Well 1201A Site Map Figure 8. Well 1170 Site Map Figure 9. Well 1199 Site Map Figure 10. Cattle Pen (AST) Site Map FTM-08-0602/0100 08/10/08 CA 160 6 Limited Phase II Environmental Site Assessment Report Pepper Ranch(Lake Trafford Ranch LLLP) rir l Collier County, Florida TABLES Table 1A. Groundwater Analytical Summary— Oil Field Area Table 1B. Groundwater Analytical Summary— Cattle Pen Area (AST) Table 2A. Soil Analytical Summary — Oil Field Area Table 2B. Soil Analytical Summary— Cattle Pen Area (AST) APPENDICES Appendix A— Laboratory Analytical Results Appendix B — Site Photographs �1 FTM-08-0602/0100 08/10/08 S 1606 Limited Phase III Environmental Site Assessment Report zer Pepper Ranch(Lake Trafford Ranch LLLP) Collier County,Florida Etrovomorrta Consultfrrg Technology, PROFESSIONAL CERTIFICATION PROJECT NAME: LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT PEPPER RANCH(LAKE TRAFFORD RANCH LLLP) COLLIER COUNTY,FLORIDA ECT PROJECT NUMBER: 08-,0602/0100 I hereby certify that this assessment has been performed by me or under my direct supervision in accordance with sound geological principals and practices. The findings and results of this report are for the sole use and benefit of Conservation Collier Program and Johnson Engineering, Inc. Use of this report by other parties is at their risk and neither Environmental Consulting & Technology, Inc. nor I am liable for consequences or damage extending there from. I do not attest to the accuracy of items outside of my area of expertise, including, but not limited to, laboratory analysis procedures. SIGNED: / f laf�ld:€6tflPfttd JEFFREY G. GOULD, P.G. 1 NO1Qo$ !I-_ 46%, ST;ATE OF :e REGISTERED PROFESSIONAL GEOLOCfeQlph: �`,.' STATE OF FLORIDA LICENSE NUMBER X d0NA L�G, August 8,2008 FTM-08-0602/0100 08/10/08 LAO 16 0 6 Limited Phase II Environmental Site Assessment Report s MEW Pepper Ranch(Lake Trafford Ranch LLLP) C�l Collier County,Florida Environmental Consulting&Technology,Inc. 1. OBJECTIVES 1.1 PURPOSE AND SCOPE OF THIS LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT The objective of this Limited Phase II Environmental Site Assessment (ESA) was to determine the existence of contamination in soil and/or groundwater in the areas of concern identified by our Phase I ESA Report for the Pepper Ranch (Lake Trafford Ranch LLLP). Figure 1 is a general location map of the Lake Trafford area in Collier County, Florida. This map shows the Corkscrew Oil Field to the west—northwest of the lake, and the Cattle Pen Area to the north of the lake. Figure 2 is an aerial image of the three (3) well-site areas of concern that were addressed in this assessment. Figure 3 provides a close-up aerial image of Well-site 1201A. Figure 4 is an aerial image of Well-site 1170, and Figure 5 shows an aerial image of Well-site 1199. The site identification numbers used in this ESA correspond to the Florida Department of Environmental Protection (FDEP) permit numbers that are routinely used in spill reports by the FDEP's Fort Myers Oil &Gas Field Office. Figure 6 consists of a close-up aerial photograph of the Cattle Pen Area, where minor discharges from a former portable 500-gallon diesel fuel tank had occurred. The existence of petroleum contamination associated with this tank was addressed in this ESA Report. It should be noted that the scope of this Limited Phase II ESA, did not include assessment of the Cattle Pen Area for contamination related to the use of the former Cattle Dipping Vat (CDV). The objectives of this assessment were accomplished by the following described tasks: 1-1 FTM-08-0602/0100 0 160 6 Limited Phase II Environmental Site Assessment Reportwww Pepper Ranch(Lake Trafford Ranch LLLP) =C/ Collier County,Florida Environmental Consulting&Technology,Inc. Groundwater Investigation — A total of eight (8) groundwater samples were collected from three (3) sites used for crude oil production. One site that is currently inactive, could be used for future production, if desired. Direct Push Technology (DPT) sampling techniques were used to collect groundwater samples for analysis. The primary contaminant of concern addressed in this ESA of the Oil Field Areas was Chloride. This parameter was chosen for assessment purposes due to the accidental discharges of saltwater (brine) associated with crude oil production. Saltwater, produced in conjunction with crude oil at the well-head, is subsequently separated in what is known as a "heater treater". It is then piped to a 400-barrel (BBL) aboveground steel storage tank. Accidental releases of this saltwater are not uncommon, in consideration of the type of operational and maintenance activities associated with crude oil production. In addition to Chloride sampling, two (2) sites were also evaluated for the presence of Volatile Organic Compounds (VOCs); due to possible spillage from storage and use of demulsifying fluids. The petroleum constituent Xylene, has been used as a carrier solvent in demulsifying fluids that are added to the crude oil, while it is being produced at the well-head. Groundwater samples from the Oil Field Areas were collected by directly pumping from the DPT stainless steel probe utilizing clean tubing. No "permanent" type monitoring wells were installed during this ESA. The samples were placed into pre-cleaned laboratory-supplied containers, packed with wet ice and shipped overnight via FedEx for laboratory analysis by Elab, Inc. in Ormond Beach, Florida. The groundwater laboratory analysis report is attached in Appendix A. One (1) temporary 2-inch diameter PVC well was installed by hand-auger in the Cattle Pen Area,where minor discharges from a portable 500-hundred gallon diesel storage tank had been documented. It should be noted that the tank had been removed from this area prior to sampling activities performed during this ESA. It is our understanding that this 1-2 FTM-08-0602/0100 { 160 6 Limited Phase II Environmental Site Assessment Report ► Pepper Ranch(Lake Trafford Ranch LLLP) =Ci 1 P"\ Collier County,Florida Environmental Consulting&Technology Inc portable tank was placed on the ground only for a short period of time, in order to make repairs to a trailer used to relocate it throughout the property. Although the FDEP's aboveground storage tank regulations (Chapter 62-762, F.A.C.) provides an exemption for portable tanks, petroleum discharges from these tanks are subject to FDEP's cleanup requirements (Chapter 62-770, F.AC.). Groundwater samples associated with this tank were placed into pre-cleaned laboratory- supplied containers, packed with wet ice and shipped overnight via FedEx for laboratory analysis by Elab, Inc. in Ormond Beach, Florida. The groundwater laboratory analysis report is also attached in Appendix A. Soil Investigation — A total of eight (8) soil samples were collected from the Oil Field Area sites. The primary contaminant of concern again was Chloride, due to accidental releases of saltwater (brine). The purpose of analysis was to determine whether soils may be a continuing source of groundwater impacts by leaching of saltwater during rain events. In addition to Chloride sampling, two (2) sites were evaluated for the presence of Volatile Organic Compounds (VOCs); due to possible releases from storage and use of a demulsifying fluid. The petroleum constituent Xylene, has been used as a carrier solvent in demulsifying fluids that are added to the crude oil, while it is being produced at the well-head. This ESA also evaluated the potential for impacts in the Cattle Pen Area, at the former location of the portable aboveground 500-gallon diesel storage tank. One soil sample was collected and analyzed for Total Recoverable Petroleum Hydrocarbons (TRPHs) and Polynuclear Aromatic Hydrocarbons (PAHs). 1-3 FTM-08-0602/0100 0 Limited Phase II Environmental Site Assessment Report a11111/ Pepper Ranch(Lake Trafford Ranch LLLP) CILI / Collier County,Florida Environmental Consulting&Technology.Inc. Soil samples were collected in accordance with FDEP quality assurance protocols, and were placed into pre-cleaned laboratory-supplied containers, packed with wet ice and shipped overnight via FedEx for laboratory analysis by Elab, Inc. in Ormond Beach, Florida. The soil laboratory analysis report is also attached in Appendix A. 1-4 FTM-08-0602/0100 ..CAO' 1613 Limited Phase II Environmental Site Assessment Report arms,doili s Pepper Ranch(Lake Trafford Ranch LLLP) G 1 Collier County,Florida Environmental Consulting&Technology,Inc, 2. SITE ASSESSMENT FINDINGS 2.1 GROUNDWATER INVESTIGATION The collection and analysis of groundwater samples were deemed necessary as a result of our fmdings through the Phase I ESA of the Pepper Ranch(Lake Trafford Ranch LLLP). Specific sampling locations were based on FDEP records (Oil Field Areas) and visual observations of petroleum discharges (Cattle Pen Area). The laboratory analytical methods and results for each area are as follows: • Oil Field Areas — All of the well-sites were evaluated for Chloride and Total Recoverable Petroleum Hydrocarbon (TRPHs) impacts. Two of the well-sites were also tested for Volatile Organic Compounds (VOCs). Well-site 1201A, was assessed by collecting two groundwater samples for /'•• analysis using EPA Method E300.0 (for Chloride) and FL-PRO (for TRPHs). Samples identified as 1201A-DPT-1 and 1201A-DPT-2, had Chloride concentrations of 190 parts per million(mg/L) and 160 mg/L, respectively. These results revealed that both samples were below the FDEP secondary standard for Chloride of 250 mg/L. Groundwater sample results for TRPHs revealed that concentrations were below the method detection limit (MDL) or method quantitation limit (MQL). The Groundwater Cleanup Target Level (GCTLs) as specified in Chapter 62-777, F.A.C., Table 1, for TRPHs is 5.0 mg/L. Figure 7 is a site map of Well-site 1201A, that shows where the groundwater samples were collected. Well-site 1170, was evaluated by collecting three groundwater samples for laboratory analysis. Sample number 1170-DPT-1, was collected and analyzed /'' 2-1 FTM-08-0602/0100 0 160 6 Limited Phase II Environmental Site Assessment Report sastrApetatow Pepper Ranch(Lake Trafford Ranch LLLP) ICILY/if Collier County,Florida Environmental consulting&Technology,Inc using EPA Method 8260 (for VOCs), due to possible emulsifying fluid impacts to the groundwater. All of the test results were below the MDL or MQL. The two remaining groundwater samples at this well-site were analyzed by EPA Method E300.0 (for Chloride) and FL-PRO (for TRPHs). Samples identified as 1170-DPT-2 and 1170-DPT-3, revealed Chloride concentrations at 590 mg/L and 710 mg/L, respectively. These concentrations are above the FDEP secondary standard of 250 mg/L for groundwater. However, these are not considered significantly elevated, in consideration of extremely high Chloride concentrations that are present in saltwater(brine) produced along with the crude oil. The results of analysis for TRPHs for these two samples were <0.030 mg/L and 0.14 mg/L, respectively. Well below the FDEP's GCTL of 5.0 mg/L Figure 8 is a site map of Well-site 1170,that shows where the groundwater samples were collected. Well-site 1199, was assessed by collecting three groundwater samples for analysis. Sample number 1199-DPT-1, was collected and analyzed using EPA Method 8260 for VOCs, due to potential emulsifying fluid impacts to the groundwater. Benzene was found at a concentration of 3.7 parts per billion (ug/L). This is slightly above the GCTL of 1.0 ug/L for Benzene. All other VOCs were less than the MDL of 0.5 ug/L. The two remaining groundwater samples were analyzed using EPA Method E300.0 (for Chloride) and FL-PRO (for TRPHs). Samples identified as 1199-DPT-2 and 1199-DPT-3, both revealed Chloride concentrations of 1700 mg/L in the groundwater. This is above the GCTL of 250 mg/L for Chloride. Sample results for TRPHs; however, revealed that they were <0.031 mg/L and <0.030 mg/L, respectively. This is well below the GCTL of 5.0 mg/L. Figure 9 is a site map of Well-site 1199, that shows where the groundwater samples were collected. 2-2 FTM-08-0602/0100 CA 160 6 Limited Phase II Environmental Site Assessment Report antwApittmor Pepper Ranch(Lake Trafford Ranch LLLP) AWL. Collier County,Florida Environmental Consulting&Technology,Inc. • Cattle Pen AST Area — Groundwater was collected from a temporary monitoring well and analyzed for [for Polynuclear Aromatic Hydrocarbons (PAHs)] and FL- PRO (TRPHs). The results of analysis for sample identified as PT-GW1, revealed that Naphthalene was detected at 0.059 i, micrograms per liter (ug/L). However, the qualifier "i" indicates that this value is less than the method quantitation limit(MQL). The GCTL for Naphthalene is 14.0 ug/L. Figure 10 is a site map of the cattle pen area that shows the location of where the groundwater sample was collected. Tables 1A and 1B summarize groundwater analytical results for these areas. 2.2 SOIL INVESTIGATION The collection and laboratory analysis of soil samples were also deemed necessary based on the areas of concern identified in our Phase I ESA. The laboratory analytical methods and results for each area are as follows: • Oil Field Areas — All three well-sites were evaluated for Chloride, and two for Total Recoverable Petroleum Hydrocarbon (TRPHs) impacts. In addition, the active well-sites where demulsifying fluids are used, were also tested for Volatile Organic Compounds (VOCs) for possible soil impacts. Well-site 1201A, was assessed by collecting two soil samples for laboratory analysis by EPA Method SW9056 (for Chloride) and FL-PRO (for TRPHs). Samples identified as 1201A-SS-1 and 1201A-SS-2, had Chloride concentrations of 2.5 i, parts per million (mg/Kg) and 4.5 i mg/Kg, respectively. The qualifier "i" indicates these values were less than the method quantitation limit (MQL). Currently, the FDEP does not have a Soil Cleanup Target Level(SCTLs) •••\ 2-3 FTM-08-0602/0100 0 16 0 6► Limited Phase II Environmental Site Assessment Report INA/4011101111111, Pepper Ranch(Lake Trafford Ranch LLLP) /M /i Collier County,Florida Environmental Consulting&Technology,Inc established for Chloride pursuant to Chapter 62-777, Table II, F.A.C. Nevertheless, the test results indicate that soil in the areas sampled is not leaching saltwater constituents into the groundwater. Both soil sample results for TRPHs revealed that concentrations were <2.5 mg/Kg, which was the method detection limit (MDL) for the analysis. Figure 7 is a site map of Well-site 1201A, that shows where the soil samples were collected. Well-site 1170, was assessed by collecting three soil samples for analysis. Sample number 1170-SS-1 was collected and analyzed using EPA Method 8260 (for VOCs), due to possible emulsifying fluid impacts to the soil. All of the test results were below the MDL or MQL. The two remaining soil samples at this well-site were analyzed by EPA Method SW9056 (for Chloride) and FL-PRO (for TRPHs). The analysis of samples identified as 1170-SS-2 and 1170-SS-3, revealed that Chloride and TRPHs concentrations were either below the MDL or MQL. Figure 8 is a site map of Well-site 1170, that shows where the soil samples were collected. Well-site 1199, was evaluated by collecting three soil samples for laboratory analysis. Sample number 1199-SS-1 was collected and analyzed using EPA Method 8260 for VOCs, due to possible emulsifying fluid impacts to the soil. All of the VOCs were found to be <0.003 mg/Kg, which was the method detection limit (MDL) for the analysis. The two remaining soil samples were analyzed using EPA Method E300.0 (for Chloride). Results of analysis for samples, identified as 1199-SS-2 and 1199-S S-3, revealed that Chloride concentrations of 1100 mg/Kg and 1000 mg/Kg in the soil. As noted previously, the FDEP does not currently have a Soil Cleanup Target Level (SCTLs) established for Chloride pursuant to Chapter 62-777, Table II, F.A.C. However, it is likely that this soil 2-4 FTM-08-0602/0100 0 16 0 6 Limited Phase II Environmental Site Assessment Report s Pepper Ranch(Lake Trafford Ranch LLLP) CA:`1 P.'N Collier County,Florida Environmental Consulting&Technology,Inc. has the potential to continue to leach saltwater constituents into the groundwater from rain events. Figure 9 is a site map of Well-site 1199, that shows where the soil samples were collected. • Cattle Pen AST Area — A soil sample was collected from the area where visual staining/stressed vegetation had been noted, and analyzed for [for Polynuclear Aromatic Hydrocarbons (PAHs)] and FL-PRO (TRPHs). The results for the soil sample identified as PT-SS1, revealed that TRPHs were detected at a concentration of 7.1 mg/Kg. The SCTL for TRPHs established by the FDEP is 340 mg/Kg, based on leachability to groundwater. The FDEP also has SCTLs for this parameter, based on exposure risks in residential and commercial scenarios. Those SCTLs are 460 mg/Kg and 2700 mg/Kg, respectively. The amount of TRPHs found in the soil is well below all of these SCTLs. The results of analysis for PAHs revealed only Fluoranthene at a concentration of 0.015 i mg/Kg. The qualifier"i"indicates the values were less than the method quantitation limit All other PAHs in the soil at the former portable tank location in the Cattle Pen Area, were less than the method detection limit (MDL). Figure 10 is a site map of the cattle pen area that shows the location of where the soil sample was collected. Tables 2A and 2B summarize soil analytical results for these areas. ,"1 2-5 FTM-08-0602/0100 0 rf160 Limited Phase II Environmental Site Assessment Report : Pepper Ranch(Lake Trafford Ranch LLLP) `` f Collier County,Florida Environmental Consulting&Technology Mr 3. CONCLUSIONS 3.1 Oil Field Area The results of groundwater analysis for the Pepper Ranch revealed that Chloride concentrations at two (2) active oil producing Well-sites exceeded the FDEP secondary standard of 250 milligrams per liter (mg/L) for groundwater. Well-site 1170 had Chloride concentrations of 590 and 710 mg/L at sample boring locations 1170-DPT-2 and 1170-DPT-3, respectively. Well-site 1199 had Chloride concentrations of 1700 mg/L at both sampling locations 1999-DPT-2 and 1199-DPT-3. Well-site 1201A had detectable Chloride concentrations of 190 and 160 mg/L at sample locations 1201A- DPT-1 and 1201A-DPT-2, respectively. However, these concentrations are below the FDEP secondary standard of 250 mg/L for groundwater. Samples were collected from areas shown on the figures that were believed to most likely have had accidental releases of saltwater(brine). Groundwater was also collected at Well-sites 1170 and 1199, and analyzed for Volatile Organic Compound (VOCs). The purpose of this was to assess the potential for contamination resulting from spills associated with storage of demulsifying fluids. The petroleum constituent Xylene, has been used as a carrier solvent in the demusifier that is added to the crude produced at the well-head. Xylene was not detected in either of the groundwater samples at these two locations. However, Benzene was found at a concentration of 3.7 ug/L at Well-site 1199 for sample location 1199-DPT-1. This concentration is above the groundwater cleanup target level (GCTL) of 1.0 ug/L. Soil leachability,however, does not appear to be an issue with regard to the VOCs. It should be noted that groundwater samples were collected by utilizing Direct Push Technology (DPT) from an aquifer interval of 5 to 9 ft bls. "Permanently" constructed monitoring wells were not used for this phase of site assessment. Samples were obtained 3-1 FTM-08-0602/0100 CAO 16 0 6 Limited Phase II Environmental Site Assessment Report airsupik MOW Pepper Ranch(Lake Trafford Ranch LLLP) =IL,I Collier County,Florida En 4ronn,entef Consulting&Technology,Inc. by pumping directly from a retractable screen on the probe rod via tubing into containers. FDEP recognizes that the use of DPT for sampling is a cost effective and quick means to generate considerable information while performing Phase II Environmental Site Assessments (ESAs) or conducting Site Assessments (SAs). Despite the many benefits of this technology, it is known that some of the information may have limitations with regard to data interpretation. For example, the FDEP does not consider a sample collected from a probe rod "representative" of actual groundwater quality. The FDEP requires samples to be collected from properly constructed monitoring wells (often referred to as "permanent wells") in order to make "final agency action" decisions regarding assessments and/or remedial actions. Soil analytical results did not reveal any petroleum constituents above the Soil Cleanup Target Level (SCTL) with regard to Leachabilty as a potential concern. In fact, none of the samples had constituents above the laboratory quantitation limit for the particular test method. Chloride was detected in the soil sample at Well-site 1199 that could remain as a source of continuing groundwater contamination. The FDEP currently does not have a SCTL established for Chloride pursuant to Chapter 62-777,Table II, F.A.C. 3.2 Cattle Pen Area (AST) Results of analysis for TRPHs and PAHs revealed that there have been no adverse impacts to the groundwater as a result of the tank being temporarily removed from a trailer, and placed on the ground. TRPHs were <0.030 mg/L, which was the method detection limit (MDL) for the analysis. The only PAH that was found above the MDL was Naphthalene, at a concentration of 0.059 i ug/L. This value, however, is less than the method quantitation limit (MQL). Soil analytical results also reveal that FDEP's cleanup target levels have not been exceeded based on leachability to groundwater, or risk of exposure(either residential or commercial). e., 3-2 FTM-08-0602/0100 rT+ 16 0 6 Limited Phase II Environmental Site Assessment Report w Pepper Ranch(Lake Trafford Ranch LLLP) =gar 1 Collier County,Florida Environmental consulting&Technology,Inc 4. RECOMMENDATIONS 4.1 Oil Field Area The most problematic environmental issue regarding contamination resulting from oilfield activities in South Florida is saltwater (brine) that is produced along with the crude oil. Due to the nature of saltwater having a specific gravity greater than water, discharges have a tendency to migrate vertically downward ("sink") in the groundwater. As a result, the potential for a significant vertical extent of aquifer contamination can exist. Logically, this relates to the size and number of releases over time, and site specific geologic conditions of the area. It is important to note that, in consideration of type of operational and maintenance activities associated with crude oil production, it is not uncommon for accidental spills to occur. Petroleum contamination from spills is much less of an environment concern,because the crude oil is easily adsorbed by the soil, and it is very non-soluble in the groundwater. Chapter 62-770, F.A.C.,Petroleum Contamination Site Cleanup Criteria, has notification requirements regarding "discovery" of "discharges" associated with petroleum or petroleum products. These terms, as well as others, are defined in the rule. In addition, this cleanup criteria rule requires the "responsible party" to initiate a site assessment within 30 days of discovery of contamination. And, within 270 days of discovery of contamination, a Site Assessment Report (SAR) is required to be submitted to the FDEP by the responsible party for review. It is recommended that the FDEP's Oil & Gas Field Office be contacted to discuss the results of this Limited Phase II ESA. Both the lateral and vertical extent of saltwater contamination will eventually need to be defined through a full site assessment. Concurrently, impacts from crude oil discharges should also be assessed. 4-1 , FTM-08-0602/0100 CAO 1 6 D6 Limited Phase II Environmental Site Assessment Report MINN Pepper Ranch(Lake Trafford Ranch LLLP) =IL.'I /""*"\ Collier County,Florida Environmental Consulting&Technology,Inc. 4.2 Cattle Pen Area (AST) If desired, stained areas or stressed vegetation may be eliminated for esthetic purposes if they persist. This would not seem likely, since the minor amount of diesel fuel spilled will be eliminated naturally through biodegradation and photodegradation. Because there have been no groundwater or soil contaminant concentrations identified above FDEP's cleanup target levels, this Limited Phase II ESA of the Cattle Pen Area for diesel fuel impacts has not resulted in any"discovery"notification requirements to the FDEP. /"1 4-2 FTM-08-0602/0100 0 1606 FIGURES 160 _1 t.i -5. 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"4-1s.2..---1,,,A to ''i...4.- ,� )-7 in„� j _ Yf k" ?i {^t / Q =O „ J W z a rr W v . t0 J 1 LI (2 cr W 0 DCI- OID � 2g 1 W 2r°n 16D 6 _ _ _ __ . _ OIL WATER /SEPARATOR / --� �- ___,,, ihr 1201A-DPT-2® 1201A-SS-2 0 / OIL WELL / / / /PUMP JACK \ 1 i / I ELEVATED 1 DEMULSIFIER TANKS APPROX. 1 f O 55 GAL. I •--WELL HEAD I J J 1 -- i + / 400 BBL SALTWATER / / AST / / C3r-. 1 201 A-DPT- 1 / / 400 BBL D12O1A_SS- 1 CRUDE OIL / ASTs C.) 0 CL 0 0 O F- (r) to �O C �C 0 25 30 0 G Q' SCALE IN FEET 1' = 30' ® SAMPLE LOCATION FIGURE 7 . WELL 1201A SITE MAP CORKSCREW OIL FIELD �� IMMOKALEE, COLLIER COUNTY, FLORIDA Source: FDEP, ECT, 2008. Environmental Consulting & Technology, Inc. GI 160 6 __ _ -- _ / / 4111k , / ® 1170-DPT-2 / G 1170-SS-2 / O / P �O -0 400 BBL �� I CRUDE OIL G� -0 ASTs PG n / (D , 1 1 \ R400 BBL SALTWATER f AST / / 7 1 1 i I 1 OIL WELL 1 /1 PUMP JACK I J 1170-DPT- 1 ELEVATED DEMULSIFIER TANKS APPROX. 55 GA_. 1170-SS- 1 \ \ j 0410 J 1 r \ o WELL HEAJ1 / \ -______ } // j 01170-DPT-3 \ / 1170-SS-3 ,_ r OIL WATER 0 25 30 J1 SEPARATOR 11 SCALE IN FEET 1' = 30' O SAMPLE LOCATION FIGURE 8. WELL 1170 SITE MAP CORKSCREW OIL FIELD 4cc, IMMOKALEE, COLLIER COUNTY, FLORIDA Source: FDEP, ECT, 2008. Environmental Consulting de Technology, Inc. _Yt 1, 16D 6 . _ .... _ .... __ - . , . __, OIL WATER /SEPARATOR 1199—DPT-3 ® 0 HSA 1199—SS-3 PIEZOMETER OIL WELL EU VP JACK ELEVATED DENULSIFIER TANKS APPROX. 55 GAL. O • Zr WELLAD _---. / 1199—DPT\1 / r X99—SS- 1 400 BBL / N \ SALTWATER\ \ AST1199—DPT--2 / D1 199—SS-2 ' 1 400 BBL 0- r ) r CRUDE OIL / / ASTs0 J I OUT OF — DI I SERVICE Z / / / Z V 0 25 30 / L 7 / SCALE IN FEET / 1' = 30' ® SAMPLE LOCATION / FIGURE 9. WELL 1199 SITE MAP CORKSCREW OIL FIELD �e1 IMMOKALEE, COLLIER COUNTY, FLORIDA Source: FDEP, ECT, 2008. Environmental Consulting & Technology, Inc. ,'^ _ . _, . 1 6_0 6 S5 ......„ SCALE. 1"----10' F SAMPLE LOCATION APPROXIMATE LOCATION OF _. E FORMER PORTABLE AST 1 LJ 1 FENCE \ N\ l 1 FIGURE 10. SOIL AND GROUNDWATER SAMPLE LOCATION MAP PEPPER RANCH (LAKE TRAFFORD RANCH LLLP) Illell� IMMOKALEE, COLLIER COUNTY, FLORIDA Environmental Consulting & Technology, Inc. ;'sawn;Ea.love. J 160 6 TABLES 0 1606 „...._ TABLE 1A: GROUNDWATER ANALYTICAL SUMMARY OIL FIELD AREA Sample Sample Sample Chloride TRPH Benzene Toluene Ethyl- Xylene MTBE Boring Collection Depth (ppm) benzene Number Date (ft bls) (mg/L) (mg/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) 1201A-DPT-1 7/1/2008 5.0-9.0 _ 190 <0.031 NA NA NA NA NA 1201A-DPT-2' 7/1/2008 5.0-9.0 160 0.033 i NA NA NA NA NA 1170-DPT-1 7/1/2008 5.0-9.0 NA _ NA 0.061 i <0.50 <0.50 <0.50 <0.05 1170-DPT-2 7/1/2008 5.0-9.0 590 <0.030 NA NA i NA NA NA___ 1170-DPT-3 7/1/2008 5.0-9.0 710 0.14 NA NA NA NA NA 1 1199-DPT-1 7/1/2008 5.0-9.0 NA NA 3.7 <0.5 <0.5 <0.5 <0.5 1199-DPT-2 7/1/2008 5.0-9.0 1700 <0.031 NA NA NA NA NA 1199-DPT-3 7/1/2008 5.0-9.0 1700 <0.030 NA NA j NA NA 1 NA GCTL 250 5.0 1.0 40.0 30.0 20.0 20.0 Source: ECT,2008 GCTL=Groundwater Cleanup Target Levels Chapter 62-777,Table I,F.A.C. i=Analyte Detected Below Quantitation Limits NA=Not Analyzed Bold=Exceeds GCTL TABLE 1B: GROUNDWATER ANALYTICAL SUMMARY -- CATTLE PEN AST Sample Sample Sample TRPH Naphth- Polynuclear aromatic hydrocarbons(PAHs) Boring Collection Depth alene EPA Method 8270 Number Date (ft bls) (mg/L) (pg/L) PT-GW1 _' 7/25/2008 0.9-2.3 <0.030 0.059 i All other parameters below Method Detection Limit(MDL) GCTL 5.0 14.0 Source: ECT,2008 GCTL=Groundwater Cleanup Target Levels Chapter 62-777,Table I,F.A.C. i=Analyte Detected Below Quantitation Limits NA=Not Analyzed Bold=Exceeds GCTL i 1606 _. TABLE 2A: SOIL ANALYTICAL SUMMARY OIL FIELD AREA Sample Sample Sample Chloride TRPH Benzene Toluene Ethyl- Xylene MTBE Boring Collection Depth benzene Number Date (ft bls) (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) (mg/Kg) 1201A-SS-1 7/1/2008 0.5-1.5 2.5 i <2.5 NA NA NA NA NA 1201A-SS-2 7/1/2008 0.5-1.5 4.5 i <2.5 NA NA NA NA NA 1170-SS-1 7/1/2008 0.5-1.5 NA NA <0.003 0.0042 i 0.0042 i <0.003 <0.003 1170-SS-2 7/1/2008 0.5-1.5 1.2 i <2.5 NA NA NA NA NA 1170-SS-3 7/1/2008 0.5-1.5 2.1 i <2.4 NA NA NA NA NA 1199-SS-1 7/1/2008 0.5-1.5 NA NA <0.003 <0.003 <0.003 <0.003 <0.003 1199-SS-2 7/1/2008 0.5-1.5 1100 NA NA NA NA NA NA 1199-SS-3 7/1/2008 0.5-1.5 1000 NA NA NA NA NA NA SCTL Leachabilty None 340 0.007 0.500 0.600 0.200 I 0.090 SCTL Commercial Exposure None 2700 I 1.7 I 60000 9200 700 24000 SCTL Residential Exposure None 460 1.2 7500 1500 130 4400 Source: ECT,2008 SCTL=Soil Cleanup Target Levels Chapter 62-777,Table II,F.A.C. i=Analyte Detected Below Quantitation Limits NA=Not Analyzed Bold=Exceeds SCTL TABLE 2B: SOIL ANALYTICAL SUMMARY CATTLE PEN AST Sample Sample Sample TRPH Fluoran- Polynuclear aromatic hydrocarbons(PAHs) Boring Collection Depth thene EPA Method 8270 Number Date (ft bls) (mg/Kg) (mg/Kg) PT-SS1 7/25/2008 0.5-1.5 7.1 v 0.015 i All other parameters below Method Detection Limit(MDL) SCTL Leachabilty 340 1200 SCTL Commercial Exposure 2700 59000 SCTL Residential Exposure 460 3200 Source: ECT,2008 SCTL=Soil Cleanup Target Levels Chapter 62-777,Table II,F.A.C. i=Analyte Detected Below Quantitation Limits NA=Not Analyzed Bold=Exceeds SCTL v=Analyte detected in the associated Method Blank 0 16136 APPENDIX A r 1 1613 6 July 11,2008 Mr.Duane Dungan ECT,Inc. 4100 Center Pointe Drive Suite 112 Fort Myers,FL 33916 RE: 0906020100/Pepper Ranch Order No.: F08070067 Dear Mr.Duane Dungan: ELAB,Inc.received 16 samples on 7/2/2008 11:00:00 AM for the analyses presented in the following report. Analyses are performed with method-required calibration and QA/QC samples whenever applicable. Method performance,which is based on the calibration and QA/QC samples, establishes the validity and certainty of the reported sample results. This data is provided along with the sample results when requested. Thank you for this opportunity to be of service. If you have any questions regarding this data, /'1 please feel free to call me at(813)627-0003. Sincerely, Michael F.Valder PH# (813) 627-0003 Fax#(813) 627-0582 Cell#(813) 340-8100 Project Manager ELAB,Inc. P.O. Box 468 Ormond Beach,FL 32175-0468 THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certification#E83079 /"'N Page 1 of 33 0 16116 The following acronyms may be utilized within this report: %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms DUP Sample Duplicate LCS Laboratory Control Spike(may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detection Limit MS Matrix Spike(may also be appended with an abbreviation indicating spiking level) MSD Matrix Spike Duplicate(may also be appended with an abbreviation indicating spiking level) P Present PQL Practical Quantitation Limit QCS Alternate source Calibration Verification Standard(may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference SPK Spike TIC Tentatively Identified Compound TNTC Too Numerous To Count Page 2 of 33 ��J loijo Li 6 The following notes may apply to analytical results within this report: Residue (solids)analysis may employ a single, heated drying process of at least 12 hours duration in lieu of employing short, repeated drying cycles,which represents a deviation from the methodology. Because the EPA-recommended holding time for pH, residual chlorine, chloramines and chlorine dioxide is 15 minutes from time of collection, these analyses are routinely performed outside of their EPA-recommended holding time when performed in the laboratory. Analytical results for ammonia analysis, or calculated analytical results depending on ammonia analysis, do not include a sample distillation procedure. A study comparing distilled versus non-distilled analytical results has been performed to document the validity of the analysis without prior distillation, and represents equivalent results for the represented project matrices. Since N-nitrosodiphenylamine decomposes in the GC inlet and cannot be chromatographically resolved from diphenylamine,these compounds are reported as a single analyte in the report. Since m-cresol and p-cresol cannot be chromatographically resolved, these compounds are reported as a single analyte in the report. The following certifications may apply to analytical results within this report: Alabama DEM 41320 Arizona DHS AZ0640 Colorado DPHE FL NELAC Reciprocity Connecticut DPH PH-0216 Florida DOH E83079 Georgia DNR 955 Kentucky DEP 90050 Maine LCP 2006032 Massachusetts DEP M-FL020 Michigan DEQ 9911 Mississippi DOH FL NELAC Reciprocity Nevada EP ELAB FL-00020 New Hampshire DES 295805 New Jersey DEP FL765 New York DOH 11608 Pennsylvania DEP 68-00547 Puerto Rico DOH FL 00020 South Carolina DHEC 96027001 Tennessee DOH 02974 Texas CEQ T104704184-05-TX Page 3 of 33 el 160 6 ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Case Narrative CLIENT: ECT,Inc. Project: 0906020100/Pepper Ranch Lab Order: F08070067 I. SAMPLE RECEIVING/CUSTODY The samples were received and processed by the Sample Custody section of the laboratory. There were no significant logistics or quality problems unless noted below. II.ANALYTICAL DATA The samples were analyzed according to ELAB Standard Operating Procedures for the methodologies requested. There were no significant logistics or quality problems unless noted below or in the text of the report. III. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. 8260-soil MS for benzene and toluene and the MSD for benzene exceeded the method advisory limit for batch 54166 due to matrix interference. Page 4 of 33 ; o ., 165 6 ......, _:LAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1201A-DPT-1 Lab Order: F08070067 Collection Date: 7/1/2008 10:40:00 AM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-001 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 8:00:00 AM Analyst: LMA Petroleum Range Organics 0.031 U 0.031 0.10 mg/L 1 07/03/08 23:34 54068 Surr:C-39 104 0 42-193 %REC 1 07/03/08 23:34 54068 Surr:o-Terphenyl-d14 108 0 82-142 %REC 1 07/03/08 23:34 54068 ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 190 0.043 1.0 mg/L 2 07/02/08 19:10 R69615b Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 5 of 33 n . 1606 ......_ ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1201A-DPT-2 Lab Order: F08070067 Collection Date: 7/1/2008 11:00:00 AM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-002 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 8:00:00 AM Analyst: LMA Petroleum Range Organics 0.033 I 0.029 0.097 mg/L 1 07/04/08 00:06 54068 Surr:0-39 92.1 0 42-193 %REC 1 07/04/08 00:06 54068 Surr:o-Terphenyl-d14 97.4 0 82-142 %REC 1 07/04/08 00:06 54068 ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 160 0.043 1.0 mg/L 2 07/02/08 19:26 R69615b Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 6 of 33 r9 1606 .�.LAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1201A-SS-1 Lab Order: F08070067 Collection Date: 7/1/2008 10:05:00 AM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-003 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 9:30:00 AM Analyst: LMA Petroleum Range Organics 2.5 U 2.5 5.4 mg/Kg-dry 1 07/03/08 23:34 54070 Surr:C-39 72.6 0 60-118 %REC 1 07/03/08 23:34 54070 Surr:o-Terphenyl-d14 67.6 0 62-109 %REC 1 07/03/08 23:34 54070 ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 7/7/2008 11:47:43 A Analyst: ACO Chloride 2.5 I 0.42 6.9 mg/Kg-dry 1 07/08/08 02:38 54113 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 73.1 0.100 0.100 % 1 07/07/08 R69676 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 26.89 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 7 of 33 1 6 B 6 ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1201A-SS-2 Lab Order: F08070067 Collection Date: 7/1/2008 10:49:00 AM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-004 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 9:30:00 AM Analyst: LMA Petroleum Range Organics 2.5 U 2.5 5.5 mg/Kg-dry 1 07/04/08 00:06 54070 Surr:C-39 69.6 0 60-118 %REC 1 07/04/08 00:06 54070 Surr:o-Terphenyl-d14 66.0 0 62-109 %REC 1 07/04/08 00:06 54070 ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 7/7/2008 11:47:43 A Analyst: ACO Chloride 4.5 I 0.43 7.0 mg/Kg-dry 1 07/08/08 03:25 54113 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 71.2 0.100 0.100 % 1 07/07/08 R69676 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 28.78 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 8 of 33 S . , . . 1 6 0 6 r ;LAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1170-DPT-1 Lab Order: F08070067 Collection Date: 7/1/2008 11:55:00 AM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-005 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 7/3/2008 12:00:00 P Analyst: PAN Benzene 0.61 I 0.50 1.0 pg/L 1 07/04/08 08:34 54112 Ethylbenzene 0.50 U 0.50 1.0 pg/L 1 07/04/08 08:34 54112 Methyl tert-butyl ether(MTBE) 0.50 U 0.50 1.0 pg/L 1 07/04/08 08:34 54112 Toluene 0.50 U 0.50 1.0 pg/L 1 07/04/08 08:34 54112 Xylenes,Total 0.50 U 0.50 1.0 pg/L 1 07/04/08 08:34 54112 Surr:4-Bromofluorobenzene 98.2 0 70-114 %REC 1 07/04/08 08:34 54112 Surr:Dibromofluoromethane 101 0 88-117 %REC 1 07/04/08 08:34 54112 Surr: 1,2-Dichloroethane-d4 96.6 0 86-125 %REC 1 07/04/08 08:34 54112 Surr:Toluene-d8 102 0 87-113 %REC 1 07/04/08 08:34 54112 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 9 of 33 9C) 1606 ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1170-DPT-2 Lab Order: F08070067 Collection Date: 7/1/2008 12:17:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-006 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 8:00:00 AM Analyst: LMA Petroleum Range Organics 0.030 U 0.030 0.099 mg/L 1 07/04/08 00:38 54068 Surr:C-39 81.6 0 42-193 %REC 1 07/04/08 00:38 54068 Surr:o-Terphenyl-d14 83.0 0 82-142 %REC 1 07/04/08 00:38 54068 ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 590 x 0.21 5.0 mg/L 10 07/02/08 19:41 R69615b Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 10 of 33 0 1613 6 ........... ,LAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1170-DPT-3 Lab Order: F08070067 Collection Date: 7/1/2008 12:50:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-007 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 8:00:00 AM Analyst: LMA Petroleum Range Organics 0.14 0.030 0.099 mg/L 1 07/04/08 01:10 54068 Surr:C-39 87.4 0 42-193 %REC 1 07/04/08 01:10 54068 Surr:o-Terphenyl-d14 91.2 0 82-142 %REC 1 07/04/08 01:10 54068 ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 710 x 0.21 5.0 mg/L 10 07/02/08 19:57 R69615b Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 11 of 33 16136 ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1170-SS-1 Lab Order: F08070067 Collection Date: 7/1/2008 11:45:00 AM Project: 0906020100/Pepper Ranch Sample Description: Lab 1D: F08070067-008 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 7/8/2008 8:00:00 AM Analyst: PAN Benzene 3.0 U 3.0 6.0 pg/Kg-dry 1 07/09/08 00:25 54166 Ethylbenzene 4.2 I 3.0 6.0 pg/Kg-dry 1 07/09/08 00:25 54166 Methyl tert-butyl ether(MTBE) 3.0 U 3.0 6.0 pg/Kg-dry 1 07/09/08 00:25 54166 Toluene 4.2 I 3.0 6.0 pg/Kg-dry 1 07/09/08 00:25 54166 Xylenes,Total 3.0 U 3.0 12 pg/Kg-dry 1 07/09/08 00:25 54166 Surr:4-Bromofluorobenzene 88.2 0 55-148 %REC 1 07/09/08 00:25 54166 Surr: Dibromofluoromethane 102 0 82-115 %REC 1 07/09/08 00:25 54166 Surr:Toluene-d8 110 0 84-117 %REC 1 07/09/08 00:25 54166 Surr: 1,2-Dichloroethane-d4 105 0 80-131 %REC 1 07/09/08 00:25 54166 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 70.8 0.100 0.100 % 1 07/07/08 R69676 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 29.15 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 12 of 33 Ex)i 16136 6 _. .l;LAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1170-SS-2 Lab Order: F08070067 Collection Date: 7/1/2008 12:00:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-009 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 9:30:00 AM Analyst: LMA Petroleum Range Organics 2.5 U 2.5 5.5 mg/Kg-dry 1 07/04/08 00:38 54070 Surr:C-39 72.7 0 60-118 %REC 1 07/04/08 00:38 54070 Surr:o-Terphenyl-d14 66.0 0 62-109 %REC 1 07/04/08 00:38 54070 ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 7/7/2008 11:47:43 A Analyst: ACO Chloride 1.2 I 0.42 6.9 mg/Kg-dry 1 07/08/08 03:41 54113 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 72.3 0.100 0.100 % 1 07/07/08 R69676 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 27.74 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 13 of 33 r- O 1606 FLAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1170-SS-3 Lab Order: F08070067 Collection Date: 7/1/2008 12:30:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-010 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 9:30:00 AM Analyst: LMA Petroleum Range Organics 2.4 U 2.4 5.1 mg/Kg-dry 1 07/04/08 01:10 54070 Surr:C-39 91.3 0 60-118 %REC 1 07/04/08 01:10 54070 Surr:o-Terphenyl-d14 86.8 0 62-109 %REC 1 07/04/08 01:10 54070 ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 7/7/2008 11:47:43 A Analyst: ACO Chloride 2.1 I 0.39 6.4 mg/Kg-dry 1 07/08/08 03:57 54113 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 77.9 0.100 0.100 % 1 07/07/08 R69676 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 22.15 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 14 of 33 CA 0, 160 6 .!:LAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1199-DPT-1 Lab Order: F08070067 Collection Date: 7/1/2008 1:15:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-011 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 7/3/2008 12:00:00 P Analyst: PAN Benzene 3.7 0.50 1.0 pg/L 1 07/04/08 09:05 54112 Ethylbenzene 0.50 U 0.50 1.0 pg/L 1 07/04/08 09:05 54112 Methyl tert-butyl ether(MTBE) 0.50 U 0.50 1.0 pg/L 1 07/04/08 09:05 54112 Toluene 0.50 U 0.50 1.0 pg/L 1 07/04/08 09:05 54112 Xylenes,Total 0.50 U 0.50 1.0 pg/L 1 07/04/08 09:05 54112 Surr:4-Bromofluorobenzene 97.3 0 70-114 %REC 1 07/04/08 09:05 54112 Surr:Dibromofluoromethane 101 0 88-117 %REC 1 07/04/08 09:05 54112 Surr:1,2-Dichloroethane-d4 97.0 0 86-125 %REC 1 07/04/08 09:05 54112 Surr:Toluene-d8 102 0 87-113 %REC 1 07/04/08 09:05 54112 /a'N Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 15 of 33 0 1 6 0 6 ........ ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1199-DPT-2 Lab Order: F08070067 Collection Date: 7/1/2008 1:37:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-012 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/3/2008 8:00:00 AM Analyst: LMA Petroleum Range Organics 0.031 U 0.031 0.10 mg/L 1 07/04/08 01:42 54068 Surr:C-39 83.5 0 42-193 %REC 1 07/04/08 01:42 54068 Surr:o-Terphenyl-d14 86.6 0 82-142 %REC 1 07/04/08 01:42 54068 ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 1700 x 0.64 15 mg/L 30 07/02/08 20:13 R69615b Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 16 of 33 0 160 6 .0_ .SLAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1199-DPT-3 Lab Order: F08070067 Collection Date: 7/1/2008 1:54:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-013 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/8/2008 9:00:00 AM Analyst: LMA Petroleum Range Organics 0.030 U 0.030 0.099 mg/L 1 07/09/08 03:31 54123 Surr:C-39 99.2 0 42-193 %REC 1 07/09/08 03:31 54123 Surr:o-Terphenyl-d14 99.8 0 82-142 %REC 1 07/09/08 03:31 54123 ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 1700 x 0.64 15 mg/L 30 07/02/08 20:28 R69615b Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 17 of 33 O , ,, . • 1606 .......... ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1199-SS-1 Lab Order: F08070067 Collection Date: 7/1/2008 1:05:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-014 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 7/8/2008 8:00:00 AM Analyst: PAN Benzene 2.9 U 2.9 5.8 pg/Kg-dry 1 07/09/08 02:03 54166 Ethylbenzene 2.9 U 2.9 5.8 pg/Kg-dry 1 07/09/08 02:03 54166 Methyl tert-butyl ether(MTBE) 2.9 U 2.9 5.8 pg/Kg-dry 1 07/09/08 02:03 54166 Toluene 2.9 U 2.9 5.8 pg/Kg-dry 1 07/09/08 02:03 54166 Xylenes,Total 2.9 U 2.9 12 pg/Kg-dry 1 07/09/08 02:03 54166 Surr:4-Bromofluorobenzene 80.7 0 55-148 %REC 1 07/09/08 02:03 54166 Surr:Dibromofluoromethane 102 0 82-115 %REC 1 07/09/08 02:03 54166 Surr:Toluene-d8 120 S 0 84-117 %REC 1 07/09/08 02:03 54166 Surr: 1,2-Dichloroethane-d4 107 0 80-131 %REC 1 07/09/08 02:03 54166 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 81.6 0.100 0.100 % 1 07/07/08 R69676 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 18.42 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 18 of 33 16D 6 ......._ ..LAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1199-SS-2 Lab Order: F08070067 Collection Date: 7/1/2008 1:20:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-015 Matrix: Soil Analyses Result Qua] MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 7/7/2008 11:47:43 A Analyst: ACO Chloride 1100 0.40 6.6 mg/Kg-dry 1 07/08/08 04:12 54113 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 75.9 0.100 0.100 % 1 07/07/08 R69676 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 24.07 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 19 of 33 4) 16U6 ____. ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 11-Jul-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: 1199-SS-3 Lab Order: F08070067 Collection Date: 7/1/2008 1:43:00 PM Project: 0906020100/Pepper Ranch Sample Description: Lab ID: F08070067-016 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 7/7/2008 11:47:43 A Analyst: ACO Chloride 1000 0.54 8.9 mg/Kg-dry 1 07/08/08 04:28 54113 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 56.5 0.100 0.100 % 1 07/07/08 R69676 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 43.53 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits S Spike Recovery outside accepted recovery limits Qualifier U Not Detected Above the MDL x Value exceeds Maximum Contaminant Level Code Key: Page 20 of 33 0 1606 0 0 ...._ ,_ , „._ , c",j 01 P4 0 CLCL 0 CL CL O/ ce (r CC Pit` O cc)C. 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C ` 4?,„ gsn Soil R . n 1 O o o ----. „ Sludge m n 1 y V n g ,,0: Other ;ai p a a cang , �No .fa�C n� ” , ; ..- t.,.0 o : ontainers ; . 'ff ; o si: : Zo Alt) fts. ,c esR N N cV ' e4t,esh r: ted S g ./ 44: a O • g o tL ..' e ;-)c o -- r," iE G Ac ° !� m ( n E A.... N "0 - ., c co aN O '.,, I .tiR, t+ e y y o n a n n xxn II II Pt: I� 4 3 _ p .d [ 4:;) 8 K n Da - 1606 August 06, 2008 Mr.Duane Dungan ECT,Inc. 4100 Center Pointe Drive Suite 112 Fort Myers,FL 33916 RE: 0806020100/Pepper Ranch Order No.: F08071096 Dear Mr.Duane Dungan: ELAB,Inc.received 2 samples on 7/26/2008 11:55:00 AM for the analyses presented in the following report. Analyses are performed with method-required calibration and QA/QC samples whenever applicable. Method performance, which is based on the calibration and QA/QC samples, establishes the validity and certainty of the reported sample results. This data is provided along with the sample results when requested. Thank you for this opportunity to be of service. If you have any questions regarding this data, please feel free to call me at(813)627-0003. Sincerely, Michael F.Valder PH# (813) 627-0003 Fax#(813)627-0582 Cell#(813)340-8100 Project Manager ELAB,Inc. P.O. Box 468 Ormond Beach,FL 32175-0468 THIS DOCUMENT MEE I S NELAC STANDARDS NELAC Certification#E83079 Mike Vaider°; : Page 1 of 21 1606 The following acronyms may be utilized within this report: %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms DUP Sample Duplicate LCS Laboratory Control Spike(may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detection Limit MS Matrix Spike(may also be appended with an abbreviation indicating spiking level) MSD Matrix Spike Duplicate(may also be appended with an abbreviation indicating spiking level) P Present PQL Practical Quantitation Limit QCS Alternate source Calibration Verification Standard(may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference SPK Spike TIC Tentatively Identified Compound TNTC Too Numerous To Count Page 2 of 21 • 160 6 The following notes may apply to analytical results within this report: Residue(solids) analysis may employ a single, heated drying process of at least 12 hours duration in lieu of employing short, repeated drying cycles,which represents a deviation from the methodology. Because the EPA-recommended holding time for pH, residual chlorine, chloramines and chlorine dioxide is 15 minutes from time of collection, these analyses are routinely performed outside of their EPA-recommended holding time when performed in the laboratory. Analytical results for ammonia analysis, or calculated analytical results depending on ammonia analysis, do not include a sample distillation procedure. A study comparing distilled versus non-distilled analytical results has been performed to document the validity of the analysis without prior distillation, and represents equivalent results for the represented project matrices. Since N-nitrosodiphenylamine decomposes in the GC inlet and cannot be chromatographically resolved from diphenylamine, these compounds are reported as a single analyte in the report. Since m-cresol and p-cresol cannot be chromatographically resolved, these compounds are reported as a single analyte in the report. The following certifications may apply to analytical results within this report: Alabama DEM 41320 Arizona DHS AZ0640 Colorado DPHE FL NELAC Reciprocity Connecticut DPH PH-0216 Florida DOH E83079 Georgia DNR 955 Kentucky DEP 90050 Maine LCP 2006032 Massachusetts DEP M-FL020 Michigan DEQ 9911 Mississippi DOH FL NELAC Reciprocity Nevada EP ELAB FL-00020 New Hampshire DES 295805 New Jersey DEP FL765 New York DOH 11608 Pennsylvania DEP 68-00547 Puerto Rico DOH FL 00020 South Carolina DHEC 96027001 Tennessee DOH 02974 Texas CEQ T104704184-05-TX Page 3 of 21 1606 ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Case Narrative CLIENT: ECT,Inc. Project: 0806020100/Pepper Ranch Lab Order: F08071096 I. SAMPLE RECEIVING/CUSTODY The samples were received and processed by the Sample Custody section of the laboratory. There were no significant logistics or quality problems unless noted below. IL ANALYTICAL DATA The samples were analyzed according to ELAB Standard Operating Procedures for the methodologies requested. There were no significant logistics or quality problems unless noted below or in the text of the report. FL-PRO Sample PR-SSi QC was low as discussed below. However,the surrogates did pass for the sample but the data may be biased low. III. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. FL-PRO Trace amounts of the target compounds beryllium and sodium were detected at levels between the PQL and the MDL in the method blank associated with analytical batch 54562: however,the levels detected were insignificant when compared to the levels detected in the samples associated with this batch. Method Blank surrogate C-39 exceeded the method guidance criteria biased low for batch 54562 possibly to being blown down too far in the extraction.. LCS/MS for the spike and both surrogates exceeded the method guidance criteria biased low for batch 54562 possibly to being blown down too far in the extraction. MSD recvoery exceeded the method advisory limit biased low for batch 54562. 8270-PAH MS exceeded the method advisory limit for recovery on naphthalene biased low for batch 54649. However the LCS and MSD passed for this parameter. Page 4 of 21 160 6 ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Case Narrative CLIENT: ECT,Inc. Project: 0806020100/Pepper Ranch Lab Order: F08071096 This is a revised report to correct the project number and the sample identifications. ISI Page 5 of 21 160 6 ......_ ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 06-Aug-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: PT-GW 1 Lab Order: F08071096 Collection Date: 7/25/2008 1:10:00 PM Project: 0806020100/Pepper Ranch Sample Description: Lab ID: F08071096-001 Matrix: Analyses Result Qua! MDL PQL Units DE Date Analyzed Batch ID 8270: PAH'S,LOW LEVEL SW8270 PrepDate: 712912008 10:00:00 Analyst: EOS Acenaphthene 0.021 U 0.021 0.98 pg/L 1 07/31/08 02:17 54595 Acenaphthylene 0.029 U 0.029 2.0 pg/L 1 07/31/08 02:17 54595 Anthracene 0.024 U 0.024 0.98 pg/L 1 07/31/08 02:17 54595 Benzo(a)anthracene 0.015 U 0.015 0.20 pg/L 1 07/31/08 02:17 54595 Benzo(a)pyrene 0.018 U 0.018 0.20 pg/L 1 07/31/08 02:17 54595 Benzo(b)fluoranthene 0.030 U 0.030 0.15 pg/L 1 07/31/08 02:17 54595 Benzo(g,h,i)peryiene 0.023 U 0.023 0.98 pg/L 1 07/31/08 02:17 54595 Benzo(k)fluoranthene 0.033 U 0.033 0.24 pg/L 1 07/31/08 02:17 54595 Chrysene 0.027 U 0.027 0.98 pg/L 1 07/31/08 02:17 54595 Dibenzo(a,h)anthracene 0.015 U 0.015 0.20 pg/L 1 07/31/08 02:17 54595 Fluoranthene 0.018 U 0.018 0.98 pg/L 1 07/31/08 02:17 54595 Fluorene 0.023 U 0.023 0.98 pg/L 1 07/31/08 02:17 54595 Indeno(1,2,3-cd)pyrene 0.015 U 0,015 0.15 pg/L 1 07/31/08 02:17 54595 1-Methylnaphthalene 0.024 U 0.024 1.5 pg/L 1 07/31/08 02:17 54595 2-Methylnaphthalene 0.015 U 0.015 1.5 pg/L 1 07/31/08 02:17 54595 Naphthalene 0.059 I 0.023 0.98 pg/L 1 07/31/08 02:17 54595 Phenanthrene 0.029 U 0.029 0.98 pg/L 1 07/31/08 02:17 54595 Pyrene 0.027 U 0.027 0.98 pg/L 1 07/31/08 02:17 54595 Surr:2-Fluorobiphenyl 45.1 0 38.9-122 %REC 1 07/31/08 02:17 54595 Surr:p-Terphenyl-d14 55.0 0 32-157 %REC 1 07/31/08 02:17 54595 FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7129/2008 Analyst: JKR Petroleum Range Organics 0.030 U 0.030 0.10 mg/L 1 07/31/08 22:25 54596 Surr:C-39 66.3 0 42-193 %REC 1 07/31/08 22:25 54596 Surr:o-Terphenyl-d14 89.0 0 82-142 %REC 1 07/31/08 22:25 54596 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier V Analyte detected in the associated Method Blank Code Key: Page 6 of 21 16 .06 ELAB, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 06-Aug-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: PT-SS 1 Lab Order: F08071096 Collection Date: 7/25/2008 11:45:00 AM Project: 0806020100/Pepper Ranch Sample Description: Lab ID: F08071096-002 Matrix: Analyses Result Qual MDL PQL Units OF Date Analyzed Batch ID 8270: PAWS,LOW LEVEL SW8270 PrepDate: 7/30/2008 12:30:00 Analyst: AE Acenaphthene 13 U 13 45 pg/Kg-dry 1 07/30/08 21:57 54649 Acenaphthylene 13 U 13 45 pg/Kg-dry 1 07/30/08 21:57 54649 Anthracene 13 U 13 45 pg/Kg-dry 1 07/30/08 21:57 54649 Benzo(a)anthracene 12 U 12 45 pg/Kg-dry 1 07/30/08 21:57 54649 Benzo(a)pyrene 14 U 14 45 pg/Kg-dry 1 07/30/08 21:57 54649 Benzo(b)fluoranthene 17 U 17 45 pg/Kg-dry 1 07/30/08 21:57 54649 Benzo(g,h,i)perylene 21 U 21 45 pg/Kg-dry 1 07/30/08 21:57 54649 Benzo(k)fluoranthene 11 U 11 45 pg/Kg-dry 1 07/30/08 21:57 54649 Chrysene 17 U 17 45 pg/Kg-dry 1 07/30/08 21:57 54649 Dibenzo(a,h)anthracene 17 U 17 45 pg/Kg-dry 1 07/30/08 21:57 54649 Fluoranthene 15 I 14 45 pg/Kg-dry 1 07/30/08 21:57 54649 Fluorene 14 U 14 45 pg/Kg-dry 1 07/30/08 21:57 54649 lndeno(1,2,3-cd)pyrene 18 U 18 45 pg/Kg-dry 1 07/30/08 21:57 54649 1-Methylnaphthalene 12 U 12 45 pg/Kg-dry 1 07/30/08 21:57 54649 2-Methylnaphthalene 12 U 12 45 pg/Kg-dry 1 07/30/08 21:57 54649 Naphthalene 15 U 15 45 pg/Kg-dry 1 07/30/08 21:57 54649 Phenanthrene 11 U 11 45 pg/Kg-dry 1 07/30/08 21:57 54649 Pyrene 16 U 16 45 pg/Kg-dry 1 07/30/08 21:57 54649 Surr:2-Fluorobiphenyl 52.9 0 23.9-125 %REC 1 07/30/08 21:57 54649 Surr:p-Terphenyl-d14 70.7 0 28.6-151 %REC 1 07/30/08 21:57 54649 FL-PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/28/2008 10:00:00 Analyst: JKR Petroleum Range Organics 7.1 V 2.5 6.9 mg/Kg-dry 1 07/31/08 22:25 54562 Surr:0-39 62.6 0 60-118 %REC 1 07/31/08 22:25 54562 Surr:o-Terphenyl-d14 63.3 0 62-109 %REC 1 07/31/08 22:25 54562 SOLIDS,PERCENT SM2540G PrepDate: Analyst: MDE Percent Solid 71.9 0.100 0.100 % 1 07/29/08 R70264 SOLIDS,PERCENT MOISTURE SM2540G PrepDate: Analyst: MDE Percent Moisture 28.12 0.10 0.10 % 1 07/29/08 R70264 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier V Analyte detected in the associated Method Blank Code Key: Page 7 of 21 ,71 1606 _ a a :„ :,E E E E N '* ID n/ 0 0 0 0 CD CY re CC CC PI-1 O w o '0 �� a a 0 CC CO N CC n rn ti rn r-oo rn v Q.I co 0 CO a co r- CO a MN- C:3 "4Is- N r• N N N- N O OO O O O O O n O ,.yz N Q i c a- C C a- C [T M '.. 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A .....e-T0.4i7gr'd-'7;tv „.,.,„ .,,t6ie:-.71'::_401,17' ,.., +ay ,,. t` ? ► ;1i8- .., ax i ;; em` � r*q, `1 fi M1a'te$''''' "Zj,i, k¢ ,"iy-'4_ Zvi ` , fti ..N ,,,_4'.7t '''''.1*7:4:',41;4 :::::*414.. t.i-4-:::''.:'-'--...z ..-.:r.4'-t7,-. Vt /fi , -. \ ,,,,. •-,,,,,,..P).4 ypc' AF.',4.-y.,,,..V.'n.:''S.'",;-',.'"eM':. ,,,',:.... -4",r.',.. '...Y!,,.,!951,c1:.;-, • s+ ; Y k. . \•-.! t ' • f .r "�,r lr }: ,-`L :`+` .. n.• ,Al d^ dt .,,,.,,:,-,41,1,1,- yy 17: � _-'tx[ -' VIEWS OF DEM ULSIFIER(ABOVE)AND TANK BATTERY(BELOW) 0" - ,- , --.'.•.-\:-..(r.r.,, , 'cvr.i.,.R.--`41h, --..-,... . -5:40 ; k fie., t, � "'Nr �' ,r * t: t -'A''''.;.#-'( i•x; ' -gt . Ae..1t: w i.`mo- ? i77 � .., . . . '-':tA' `i„.; ft*' .. ''. ,' % - " ..,4'.,f-1,k: t ...-1,,,-..,,,,-,l-,.... 4$ 1 Lf�,r 3' $ ,XJ` ' 11 ! t L z4 r �3``- � ,}i•''t 1 !...'-';'..4"ry K ; ♦ , a' .; .j�` A a J'as , p,� x ';.:1:-.;.....,; t' i 1,, d• .f{T` ' 7a1:;14-'4,:-.....2; ,(.1.." '',....,y T•y� -;'N��`•a'r �5rj �yi •fi j •,-......1z,-,. 4 � � a. !9 r > `.♦ £�s�`+" .r r''1 �s. �• ..,. tih S.,�`f=e` .g 1+.. "t- i#,+.. SITE PHOTOGRAPHS — JULY 1, 2008 CORKSCREW OIL FIELD, WELL 1201A Ccj IMMOKALEE, COLLIER COUNTY, FLORIDA Source: ECT,2008 Fr�vnmenlal ConsulBrg&Techralogy,inc. 16D6 .., .,. .,_ ........, ., , ,.;.. ,. . _ .......„,. _ _ ...._, .......,,, 7\ N R R:v `\ Pry �� ) ,. . i �, '•� VIEWS OF TANK BATTERY(ABOVE)AND"CHRISTMAS TREE" (BELOW) _E a, r � _�.': P fin;'_ If �� S� a , A a, r_' �..' tom,... .. - ^` .fes . IP •, N p4 ys-1,§y", _ 'kk''.. SITE PHOTOGRAPHS -JULY 1, 2008 �ar� CORKSCREW OIL FIELD, WELL 1201A IMMOKALEE, COLLIER COUNTY, FLORIDA Envtronmanta+consulting&Technology,Inc. — Source: ECT,2008 ( t .. . , 160 6 .......... 'Li __,, ,,,,,__ , [A . --.—..., „, ,,,-- . , __ It P , o l ' ' '''''. 11 '411-411111116.1;' ilk..- a•�^ L` v - - –.• 'y':e _ —�r�_ -' VIEW OF WELL PUMP SITE PHOTOGRAPHS -JULY 1, 2008 III CORKSCREW OIL FIELD, WELL 1170 CC, IMMOKALEE, COLLIER COUNTY, FLORIDA Source: ECT,2008 Environmental Consulting 6 Technology,Inc. 0 16u6 _______„0„. .- r j ,i,„ X .., Pi # .+, r ,0, . ..,',, . __.,,.41., . . __ ...._,,-_,„--. v,„_ _ ,„.„ . _. ,... .istisx- y6 t�� x — _.`zt,L,^ ;r` .- .1. s !ti p } SAMPLING LOCATION VIEWS OF 500-GALLON PORTABLE DIESEL TANK(Phase I ESA Photos) (TANK REMOVED PRIOR TO PHASE II ESA) ' 4 1 \ , a : e/ �° ,,r',:'''., / V --./ -I SAMPLING `I - : • LOCATION i allallir SITE PHOTOGRAPHS —APRIL 177 2008 CATTLE PEN AREA— PEPPER RANCH c�j IMMOKALEE, COLLIER COUNTY, FLORIDA Environmental corea,�nngd,racnr�obgr Source: ECT,2008 160 6 THIS PAGE INTENTIONALLY LEFT BLANK SRA REPORT SEPTEMBER 2008 160 6 LIMITED SITE ASSESSMENT REPORT (SAR) LAKE TRAFFORD RANCH/CORKSCREW OIL FIELD IMMOKALEE, COLLIER COUNTY, FLORIDA PREPARED FOR: Mr. Tom Taylor Lake Trafford Ranch,LLLP 6301 Shirley Street Naples, Florida 34109 and Ms. Alexandra J. Sulecki Conservation Collier Land Acquisition Program 3301 East Tamiami Trail, Building W Naples, Florida 34112 PREPARED BY: Environmental Consulting & Technology, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers,Florida 33916 (239)277-0003 Fax: (239)277-1211 08-0754/0100 SEPTEMBER 2008 1606 Limited Site Assessment Report(LSAR) _ Lake Trafford Ranch,LLLP ECT Immokalee, Collier County,Florida Environmental Consulting a Technology,Inc _ TABLE OF CONTENTS 1. OBJECTIVES 1-1 1.1 PURPOSE AND SCOPE OF THIS LIMITED SITE ASSESSMENT 1-1 2. SITE OVERVIEW 2-1 3. SITE ASSESSMENT ACTIVITIES 3-1 3.1 GROUNDWATER INVESTIGATION 3-1 4. CONCLUSIONS AND RECOMMENDATIONS 4-1 4.1 CONCLUSIONS 4-1 4.2 RECOMMENDATIONS 4-3 APPENDICES APPENDIX A—MONITORING WELL CONSTRUCTION DATA& PERMITS APPENDIX B — GROUNDWATER SAMPLING DATA & INSTRUMENT CALIBRATION DATA APPENDIX C—LABORATORY ANALYSIS REPORTS LIST OF TABLES TABLE 1. WELL CONSTRUCTION DATA TABLE 2. GROUNDWATER ELEVATION SUMMARY TABLE 3. GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY LIST OF FIGURES FIGURE 1. GENERAL LOCATION MAP FIGURE 2. TOPOGRAPHIC MAP FIGURE 3. 2008 AERIAL IMAGE FIGURE 4. MONITORING WELL LOCATION MAP, PAD#1201A FIGURE 5. MONITORING WELL LOCATION MAP, PAD#1170 FIGURE 6. MONITORING WELL LOCATION MAP, PAD#1199 FIGURE 7. CHLORIDE CONCENTRATION IN GROUNDWATER MAP FTM-08-0754/0100 09/24/08 V1) 1 6 Li 6 Limited Site Assessment Report(LSAR) assrrate• Lake Trafford Ranch,LLLP = rf Immokalee, Collier County,Florida fiwkormsorttar Cattartary&Tothnoknot rte. PROFESSIONAL CERTIFICATION PROJECT NAME: LAKE TRAFFORD RANCH,LLLP ECT PROJECT NUMBER: 08-0754/0100 I hereby certify that this assessment has been performed by me or under my direct supervision in accordance with sound geological principals and practices. The findings and results of this report are for the sole use and benefit of Lake Trafford Ranch, LLLP and Collier County. Utilization of this report by other parties is at their risk and neither Environmental Consulting & Technology, Inc. nor I am liable for consequences or damage extending therefrom. I do not attest to the accuracy of items outside of my area of expertise, including,but not limited to,laboratory analysis procedures. i SIGNED: ..,, OENSFe N4O 0 1 + • 4 L. DUANEDUNGAN,PIG., C.'.G. ..-'4 AT' �,0\.��\�� 0/zerrrat+tut►ito REGISTERED PROFESSIONAL GEOLOGIST STATE OF FLORIDA LICENSE NUMBER 40 CERTIFIED PROFESSIONAL GEOLOGIST AIPG CERTIFICATION NUMBER 4903 September 24, 2008 ii FTM-08-075410100 09/24/08 b Limited Site Assessment Report(LSAR) _ Lake Trafford Ranch,LLLP GC` Immokalee, Collier County,Florida Environmental Consulting&Technology,Inc. 1. OBJECTIVES 1.1 PURPOSE AND SCOPE OF THIS LIMITED SITE ASSESSMENT This limited site assessment was authorized by Mr. Tom Taylor, President, Lake Trafford Ranch, LLLP on August 8, 2008. The objective of this limited site assessment is to verify the presence and severity of chloride contamination of groundwater at an active crude oil production facility in Corkscrew Oil Field, Collier County, Florida that was identified during a Phase II Environmental Site Assessment conducted by Environmental Consulting & Technology, Inc. (ECT) in July 2008. The objectives of the assessment were accomplished by the following tasks: Groundwater Investigation — A total of thirteen (13) permanent groundwater monitoring wells were installed using a Geoprobe® at the facility. Four wells were installed at each oil well pad, three of which were shallow wells and one deep well. Additionally, a shallow monitoring well was installed approximately 3,500 feet east of the well field, west of a residential area. Each of the thirteen wells was sampled for laboratory analysis for chloride. The top of casing of each well is to be surveyed for relative elevation to facilitate creation of a water table elevation map and subsequent determination of groundwater flow direction. These data will be forwarded as a supplement to this report when completed. Figure 1 is a general location map of the facility. 1-1 FTM-08-0754/0100 1606 6 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP Crj /"\ Immokalee,Collier County,Florida Environmental eon=u+t+ng 3 T&hFloJogy,Inc, 2. SITE OVERVIEW The area of the assessment is comprised mainly of a man-made elevated "pad" of land constructed for the drilling of three oil production wells. The wells were completed circa. 1985 in the Sunniland Formation at a total depth of approximately 11,500 feet below land surface. Crude oil is currently being produced from two of the three wells, along with formation water (brine) that is very high in chlorides (±165,000 parts per million [ppm]). The produced fluids are pumped through an oil/water separator, with the separated crude oil being stored in three large above ground tanks and the brine is stored in a single above ground tank, all four of which comprise the "tank battery." The three well sites are shown on Figure 3, a 2008 aerial image. Both crude oil and brine are periodically trucked from the site (i.e., there are no production pipelines leaving the site). For the purpose of this report, the three well sites are named for the well permit number, n i.e., the northernmost well is labeled #1201A, and is the surface location of a well that was directionally drilled to the west-northwest. The southernmost well, #1199 is also the surface location of a well that was directionally drilled to the west, and the centrally located well is #1170, completed as a vertical well. Operation of the wells was recently transferred from Peninsular Oil Company to Newport Oil Company. A topographic map showing the location of the facility is presented as Figure 2. Topographically, the area is fairly level at an elevation of approximately 20 feet NGVD, and is bordered on the west side by the Corkscrew Swamp. Lake Trafford is located approximately 1 mile to the east. As part of a Phase I Environmental Site Assessment (ESA) conducted in April 2008, ECT contact Mr. Paul Attwood with the Florida Department of Environmental Protection (FDEP) Oil and Gas Section regarding the past and current regulatory status of the three oil production wells. The fmdings for each oil well site are listed below: c'N 2-1 FTM-08-0754/0100 6J A 6 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP Cair II Immokalee,Collier County,Florida Environmental Consulting&Technology,+„c Well 1201-A Section 28,Township 46S,Range 28E Date of Substance Amount Oil/SW Amount Recovered Area Impacted Corrective Action Spill Spilled (bbls) Oil/SW(bbls) 11-9-89 Crude Oil 160/0 130±/0 200'x50' located on Vacuumed 130± bbls of oil limerock pad within up and covered the remaining dike area. oil with clean fill. 4-14-96 Crude Oil %z/0 1/4/0 6'x25' impacted area Area covered with clean fill. around well head. 7-3-97 Crude oil & 6/5 0/0 10'x20' impacted area Excavated impacted soil and SW within dike limerock mixed with carbonate sand. tank battery. 5-24-99 Crude oil & 6''//? 0/0 45'x10'of SW w/1"of Area was covered with SW crude oil on limerock limerock, excavated and pad. removed from site on 2-12-00 (approximately 5 cubic yards). 1-27-05 SW 0/6.4 0/0.4 9'x7' area on limerock 56 cubic yards was excavated pad. and removed from the site. SW=Saltwater;bbls=barrels Well 1170 Section 33,Township 46S,Range 28E Amount Amount Substance Recovered Date of Spill Oil/SW Area Impacted Corrective Action Spilled Oil/SW (bbls) (bbls) 2-2 n FTM-08-0754/0100 /a� 0 6 06 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP CL/ /""\ Immokalee,Collier County,Florida Environmental Consulting A Technology,Inc. 8-27-98 SW 0/11 0/0 Area affected b/w the Repaired defective equipment. 4 storage tanks and within the tank battery dike. 10-5-98 Crude oil & 81/2/1/2 0/0 Spill contained on Excavation was completed on 2/12/00. SW limerock pad. Approximately 10 cubic yards was excavated and removed from the site. Some impacted soils were left to be dealt with at a later date, per the FDEP records. 5-25-99 Crude oil 13.3/0 0/0 1800 ft2 was covered Excavated 40 cubic yards and removed with '/2" of crude oil from site. on limerock pad. 9-20-00 Crude Oil 0.5/0 0.36/0 40'x10' area on Oil limerock was not excavated. limerock pad. Covered with clean limerock. 6-8-05 SW 0/2.6 0/0 34'xl 1' area sprayed Repaired faulty equipment with SW. 12-30-05 Crude Oil 2/0 0/0 45'x12' area sprayed Approximately 8 cubic yards were with crude oil on excavated and stockpiled onsite. limerock pad. SW=Saltwater;bbls=barrels Well 1199 Section 33,Township 46S,Range 28E Amount Amount Substance Recovered Date of Spill Oil/SW Area Impacted Corrective Action Spilled Oil/SW (bbls) (bbls) 6-7-98 Aquanox /2 0 35'x35' impacted on Excavated 10 cubic yards. Stockpile limerock pad within remained onsite. dike area. e""\ 2-3 FTM-08-0754/0100 06J 160 6 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP Clir� Immokalee,Collier County,Florida 6MonininW Consulting a Tschnologg Ina 11-14-99 SW Trace/70 0/50± 1700 sq ft area(—±V" SW vacuumed up and removed from to 3" deep of SW) site. within diked limerock pad. 4-9-03 Crude oil & 7/10 0/0 60'x30'('780sgft)was Impacted area was excavated. SW covered with 1.46" of Approximately 87 cubic yards was SW and crude oil removed from site. within the limerock pad. 3-25-06 SW 0/50 0/0 45'x18' and 10'x50' Vacuumed up SW and removed from area within the site. limerock pad. 4-10-06 SW 0/10 0/0.11 2600 sq ft —Y<" deep None. on limerock pad. 12-31-02 Crude oil 3.5/0 3/0 Unknown. 13.2 cubic yard of soil was excavated and removed from site. /".• 1-7-08 Crude oil Unknown Unknown Area impacted located Area excavated and stockpiled onsite. on limerock pad SW=Saltwater;bbls=barrels As part of the Phase II ESA conducted by ECT in July 2008, numerous soil borings were advanced in the areas of these reported spills with water samples collected and analyzed for chloride. Laboratory analysis revealed that relatively high levels of chloride were present in several areas, thus this assessment was initiated to confirm whether the areal extent of the chloride in the groundwater was wide-spread or just only confined to the actual spill areas. 2-4 FTM-08-0754/0100 161) 6 Limited Site Assessment Report(LSAR) asitoui_ Lake Trafford Ranch,LLLP 444 Immokalee, Collier County,Florida Environmental Consulting&Technology,Inc. 3. SITE ASSESSMENT ACTIVITIES 3.1 GROUNDWATER INVESTIGATION On August 12 and 13, 2008, permanent groundwater monitoring wells were installed at the site using direct push technology (Geoprobe) by JAEE Environmental, a licensed well driller. The water table was found to be very shallow. At each well pad, three shallow monitoring wells and one deep monitoring well were installed. The wells were completed at grade level to preserve the wells from surface oil field activities and vehicular traffic. The three shallow wells at each pad were placed near the extreme sides of the pad, with the deep well more centrally located. The shallow wells were planned for a total depth of 15 ft bls, to be completed with 10 feet of pre-packed screen, while the deep wells were designed to reach 30 ft bls with 5 feet of pre-packed screen. Each well �••• screen annulus was packed with 20/30 silica sand from total depth to immediately above the well screen, a fine sand seal was placed above the well screen, and each well annular space was grouted to surface with Portland cement. The wells were completed with a 6" manhole in a concrete pad and were developed using a centrifugal pump. The inside diameter of each well screen and casing is 11/2 inches. Well construction data sheets, including lithology encountered, are included in Appendix A. The well permits are also included. Well locations (at each pad) are shown on Figures 4, 5, and 6. The location of well MW-13 can be seen on Figure 7. Deep well#8D, at Pad Number 1170, encountered limestone at 17 ft bls and could not be advanced further. Likewise, shallow wells #9 and #11 at Pad Number 1199 could be advanced no deeper than 10 ft bls, due to limestone encountered. Additionally, shallow well #MW-13 was located adjacent to a farm road approximately 3,500 feet east of the oil field to ascertain whether any chloride impacts to groundwater 3-1 FTM-08-0754/0100 160 6 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP CCAl Immokalee,Collier County,Florida Environmental Consulting a Technology,Inc —� were migrating toward a residential area further to the east. Well construction details are contained in Table 1. Sampling of the monitoring wells was delayed by the passage of three tropical weather systems subsequent to well installation (Hurricanes Fay, Gustav, and Ike). Therefore, sampling was conducted, as standing surface water allowed, on three separate occasions (August 28, September 2, and September 12, 2008). Surveying of the top of casing for relative elevations has yet to be conducted due to surface water conditions, thus water table flow direction and gradient have not been determined (these data will be presented as a supplement to this report as soon as it is available). It is believed, based upon topography, that groundwater flow direction is toward Corkscrew Swamp, immediately to the west of the site. Depth to groundwater is recorded on Table 2, Groundwater Elevation Summary. Prior to sampling, each well was purged using the low-flow technique with a peristaltic pump and dedicated tubing. Frequent checks were made during purging to ascertain when field parameters (pH, Conductivity, Temperature, Dissolved Oxygen, Turbidity, and Redox Potential) had stabilized. After stabilization, groundwater samples were collected with a peristaltic pump directly from each well. Samples for chloride analysis were pumped directly into the sample containers at low flow. The standard tubing placement and sample collection technique used are in accordance with the current Standard Operating Procedures (SOP) as defined in the FDEP SOP PCS-005, effective May 2, 2005, which clarifies variances to the former SOP. Groundwater sampling data and instrument calibration data are presented in Appendix B. Samples were placed into proper laboratory-supplied pre-preserved containers, chilled, and shipped via Federal Express to Elab, Inc. in Ormond Beach, Florida for analysis by EPA Method E300.0(anions by ion chromatography). 3-2 FTM-08-0754/0100 0 16 0 6 Limited Site Assessment Report(LSAR) s Lake Trafford Ranch,LLLP �/ P"\ Immokalee, Collier County,Florida Environmental consorting&recnnotogy5 Inc. Groundwater analytical results are shown in Table 3 and the complete laboratory analysis report is in Appendix C. ECT verifies that Elab, Inc. is fully certified by the Depaitment of Health (DOH) Environmental Laboratory Certification Program for all of the applicable matrix/test/method/analyte combinations that they were contracted by ECT to perform, as listed above, unless an exception was granted by the Bureau of Petroleum Storage Systems. The Elab, Inc. DOH Identification Number is E83079. n n "•••\ 3-3 FTM-08-0754/0100 6J 1 6 0 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP IWO%� Immokalee,Collier County,Florida Environmental consulting&Technology Inc 4. CONCLUSIONS AND RECOMMENDATIONS 4.1 Conclusions During the July 2008 Phase II ESA, it was found that well pad 1170 had Chloride concentrations of 590 and 710 mg/L. Well pad 1199 had Chloride concentrations of 1700 mg/L at two separate sampling locations. Well pad 1201A had detectable Chloride concentrations of 190 and 160 mg/L. All of these samples were collected from areas that were believed to most likely have had accidental releases of saltwater (brine), and it should be emphasized that the samples were collected from "temporary" wells, i.e., directly from a direct push boring rather than from a permanent groundwater monitoring well. Samples collected from the wells installed during this study present a more true and accurate depiction of actual groundwater conditions. Chloride analysis from samples collected from the three shallow monitoring wells at Pad #1201A (wells MW-1, 2, and 3) averaged 64.3 milligrams per Liter (mg/L), with the highest being 94 mg/L. This is well below the Groundwater Cleanup Target Level (GCTL) of 250 mg/L as specified in Rule 62-777, Table I, Florida Administrative Code (F.A.C.). This GCTL is based on the Secondary Public Drinking Water Standard, and is included because of organoleptic criteria (i.e., taste); no health concerns are specified in the GCTL table for chloride. The deep well at Pad #1201A (well MW-4D) revealed chlorides to be present at a concentration of 290 mg/L, slightly above the GCTL. Analysis of samples from the shallow wells at Pad #1170 (wells MW-5, 6, and 7) revealed an average chloride concentration of 39.2 mg/L,with the highest being 84 mg/L. Chlorides detected in the deep well, MW-8D, were found to be at a concentration of 160 mg/L. It should be pointed out that this well did not penetrate to the desired depth of 30 ft bis. All chlorides detected at this pad were below the GCTL. 4-1 FTM-08-0754/0100 1 6 B 6 Limited Site Assessment Report(LSAR) nnr Lake Trafford Ranch,LLLP GI..AV /'1 Immokalee, Collier County,Florida Environmental Consulting&Tbchnoiagi tnc. Analysis of groundwater sampled from the shallow monitoring wells at Pad#1199 (wells MW-9, 10, and 11) averaged 216.7 mg/L, with the highest being 430 mg/L, above the GCTL. The offending well (MW-9) is located adjacent to the oil/water separator at this pad in an area of a previously reported brine spill, and near where one of the Phase II ESA samples reported a concentration of 1,700 mg/L. The analysis of groundwater from the deep well(MW-12D)revealed a concentration of 220 mg/L,below the GCTL. Well MW-13, located ±3,500 feet east of the oil field, contained groundwater having a chloride concentration of 51 mg/L, well below the GCTL. This may be indicative of a "background" level of chloride in the area, as the monitoring well is far removed from the area of brine spills in the oil field. /I'm\ 4-2 FTM-08-0754/0100 /.'N ;t" , 1 6 0 6 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP C�, Immokalee,Collier County,Florida consulting a Tachnofogy.Inc. 4.2 Recommendations Accidental spillage of crude oil and brine are an unfortunate consequence of oil and gas production facilities. Precautions are taken during the construction of drilling pads by building berms to contain such spillage, and lime rock is used to prevent downward penetration of such fluids into the subsurface. As noted in reports from the Florida Department of Environmental Protection (FDEP) Division of Resource Assessment & Management of the Florida Geological Survey, the operators of this oil field have been very timely in reporting accidental spills and in the immediate cleanup of same. The fact that spillage of brine having a concentration of 165,000 mg/L on the surface resulted in a high groundwater chloride concentration of only 430 mg/L is testimony to the timely and effective response to such spills. Even though the remaining chloride in the groundwater exceeds the GCTL, it is not believed to be economical or prudent to undertake any kind of remediation until such time that all oil and gas production at the facility has ceased, the production wells have been plugged and abandoned, and site restoration is being performed. Chapter 377 of the Florida Statutes, Part I (Regulation of Oil and Gas Resources), states in paragraph 377.371(3)that"Because it is the intent of this chapter to provide the means for rapid and effective cleanup and to minimize damages resulting from pollution in violation of this chapter, if the waters of the state are polluted by the drilling or production operations of any person or persons and such pollution damages or threatens to damage human, animal, or plant life, public or private property, or any mineral or water-bearing formation, said person shall be liable to the state for all costs of cleanup or other damage incurred by the state." This possibly indicates that the State of Florida will hold the operator liable for any damages resulting from such spills. Further, paragraph 377.371(4) states that"Any person who is found liable for damages or costs of cleanup as provided in this section shall not be liable for penalties under the provisions of chapter 4-3 FTM-08-0754/0100 0 1606 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP ,rwr C/ i� Immokalee,Collier County,Florida Consuwng&Tech,s!ogy,The. 376 or chapter 403." This seems to indicate that cleanup provisions under the FDEP Waste Management Section do not apply to oil and gas production operations (i.e., the cleanup under rules 62-770 or 62-780 F.A.C.). A legal opinion will be needed for clarification of this issue. The following is recommended in relation to assessment and cleanup of discharges from oil and gas production activities at the Corkscrew Oil Field: 1. An opinion should be obtained from FDEP indicating that the operator of the oil wells on the property is responsible for the ultimate cleanup of any contamination from those operations and that the property owner will not be held liable; 2. The operator should monitor the permanent monitoring wells on an annual basis (preferably during the dry season) to ascertain whether contaminant levels are rising, are stable, or are declining. Such historical data could have a bearing on /'ft\ possible future cleanup requirements; 3. The operator should implement enhanced procedures for containment of any future spills, such as placing impermeable liners in areas of product and brine transference; 4. The operator should provide a copy of the current Spill Prevention, Control, and Countermeasures (SPCC) Plan to the surface owner of the property. The U. S. Environmental Protection Agency (USEPA) has promulgated new rules relating to SPCC plans and all operators should currently be updating their plans. It is not recommended that any type of cleanup or further assessment be undertaken on the part of the property owner concerning contamination resulting from the oil and gas operations on the subject property. �� 4-4 p FTM-08-0754/0100 . . 16 0 6 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP G�/ _ Immokalee, Collier County,Florida Environmental Consu,ung B Technotag,,Inc FIGURES r � FTM-08-0754/0100 09/24/08 160 6 c co o c till 1 1 c 4'is ,--' ,. 1 , , , ( - : ( o 4 r+ ,-',79-'11o.;3- .. 1 f TO ,f , i ey..---J'. 7i 'a. -�' , I I r k we j I • .1k ZwS ,:4b�� r .'"),\ s . i ,} 1 - n fir"*i gl,,I. -,-''' ;%--0 , i , -40-1----`4"----' 44 ; ,AN,..;; ,,,,#,Ailaup afade -1,.'!a - 6 L',,.,,-"' • I'. 4 4,70 r �} �:y,, � ((f�iit �'� r`". 1' ' j --1 '-,'1 _.,---3 *tx�ice, `' _ �' �' I !rig` �, I, 7 3� t, e V 3 ,, a .3,.. -1' -7 -3 '' 3 3 -3, -41 -3� -.it`�I. 4' , -3'-3' I , 3- ---.14...,.4,-;-4.,.4 -A- _i -3, _i -3'-d �, ri,,i_,-P,j ,, -3�47--r.-4–-1 -1� -1' 3..-3 - -i 3 i' - -1 -3 - - �' - -1 - .i' -s#^-, I _-4' ,-, -1,:-b. 4' -3� ,- C--1 - -] u1.. , -_ -Y-3' r3,Al' -1' -b 4 -, 44 -3 i lir-1J' 3' –' �' -, �' �' �' �' " '��. 0 < } o ,' • __'_4__ 3 -I' -i, + ii -1 �' _i -1 3 -1t1,_,-i-3,4'n-r.t, y ,, -` -3,. �, "-i -3) -3� � ,3 �_ • ' �' �. �: �,-3 ,-3, - -1'-, - ,- a -3' 9'-a' 9' -3, ''-41 -1' ' 44 N. 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J _ J N 04 CCW F- z W c c CCCD CC W 0 0 0 0 z co y N N N a) co II c c c 0 E a) a) a) c c C y c C U t6 m c0 N J J J J N N m N as r cn c (i) cr) E xs oa 05 xs Cr) E cn O J -0a -0 -0 J N O C C C C V) co u) V) C 0 m 0 1 E J U) 0 N I N I- Q f6 J a) ''^^ C Cl) V, _I cc • Q JW ) w 2 Z 0_ U.1 � Q Ta• 0 TE 0 Z dnO 0 w < zLLI > J to i !) in N u') in in to LO N in E• = C 0) z O H co Z _1 a.. w in in in o in u) In ti 0 In 0 o I"� C J W M M' .— O U N Fia- co m J I _ a o iii J W a_ W COCO = J 0 Ce ( U C' C C C C C C C C C C C C a 0 z a m .a Q J a m Q m• r ji 0 W O LL C7Oz O J O z H o CO y aO Q W d Q _Ic F- U J m H o w c U N E cLi C C z O R 0L .c .c L .c .c .c L L L L L L 'j Q N N U) 0 U) N U) U) U) U) U) U) N C a O 7 7 7 7 7 7 7 7 7 7 7 7 a MI o a x 0_ CL a a a a a a a a a d a 0 = J F- 0 U U U 0 0 0 0 U 15 U U 0 0 ¢ w m 2 2 m 2 E 2 .2 m m 2 2 d a0i co i5 O E 5 O 55 0 0 5 55 i5 E °' z �c r N MI J 0 CL co N 7.5 O w co co co co c0 c0 co co co co c0 co c0 a co wO O O O O O O O O O O O O w —1O O O O O O O O o 0 0 0 0F- 0 F- J NNNNNNNNNNNNN C a0 1- N N a N N N N N CO CO CO M CO 0 Z CO OO 00 a0 OD a0 OD OD aD aD OD OO W 2 QcD O N G O C N O caQ F U Z J — N M ii) (D h 0 0) O� ; T ,- W � IC 0 a LL Cl) m I- 0 , , ; , . , . • 16 6 FL.Department of Environmental Protection-Bureau of Petroleum Storage Systems--Preapproval Program--Remedial Action OM/Site Assessment Reporting TABLE 2: GROUNDWATER ELEVATION SUMMARY ".-, Facility Name: Lake Trafford Ranch/Corkscrew Oil Field Facility ID#: n.a. All Measurements=Feet No Data=Blank WELL NO. MW-1 MW-2 MW-3 MW-4D MW-5 MW-6 DIAMETER 1'''A" ...... _-_ - 1W 1W 1W 1/ 1W' WELL DEPTH 15' 15' 15' 30' 15' 15' SCREEN INTERVAL 15-5' 15-5' 15-5' _ 30-25' 15-5' 15-5' TOC ELEVATION I TBD TBD TBD TBD TBD TBD DATE ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV I DTW I FP 8/28/2008 -- -- 0.27 0.82 - -- 9/2/2008 0.19 0.16 - -- 1.44 - 9/12/2008 - - - -- - 0.00 WELL NO. MW-7 MW-SD MW-9 MW-10 MW-11 MW-12D DIAMETER 1W 1W _. 1% _.. 1W 1W 1W. WELL DEPTH 15' 17' 10' 15' 10' 30' SCREEN INTERVAL 15-5' 17-12' 10-5' _ 15-5' 10-5' 30-25' TOC ELEVATION I TED TBD TBD TBD TBD TBD DATE ELEV I DTW I FP ELEV DTW I FP ELEV I DTW I FP ELEV.1 DTW I FP ELEV I DTW I FP ELEV I DTW I FP 8/28/2008 5.06 1 -- -- I -_ 9/2/2008 -- - - 3.65 9/12/2008 0.00 -- 0.00 -- 0.00 0.00 , t'.. - . I I ELL NO. MW-13 DIAMETER 1%" ELL DEPTH 15' GREEN INTERVAL 15-5' OC ELEVATION TBD DATE ELEV I DTW I FP ELEV I DTW I FP ELEV I DTW I FP ELEV DTW I FP ELEV I DTW I FP ELEV I DTW I FP 9/2/2008 4.59 1 - Source: ECT,2008 Table 2-Groundwater Elevation Table.xls Page 1 of 1 Rev.10/98 160 6 TABLE 3: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY Facility Name: Lake Trafford Ranch/Corkscrew Oil Field Facility ID#: n.a. Parameters Analyzed Sample Chloride Location I Date (mg/L) Remarks GCTL*: 250 MW-1 9/2/2008 94 MW-2 9/2/2008 76 MW-3 8/28/2008 23 MW-4D 8/28/2008 290 MW-5 9/2/2008 84 MW-6 9/12/2008 29 MW-7 9/12/2008 4.7 MW-8D 8/28/2008 160 MW-9 9/12/2008 430 MW-10 9/2/2008 100 MW-11 9/12/2008 120 MW-12D 9/12/2008 220 MW-13 9/2/2008 51 Source: ECT,2008 Page 1 of 1 Rev. 10/98 6 6 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP CEI Immokalee,Collier County,Florida Environmental Consulting&Technologg Inn ^ APPENDIX A MONITORING WELL CONSTRUCTION DATA & PERMITS FTM-08-0754/0100 09/24/08 1606 ' 0 o ............ A 5 II m a yo 0 5 1.I I Iv WELL CONSTRUCTION Environmental Consulting & Technology, Inc. INFORMATION Well No: LAKE TRAFFORD RANCH LLLP MW--1 Permit No. Project Name: Location(lat/long) SE'SW14S28T46S1=128E 2008080526 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26°26.509%81°31.470'(+17) WELL DIAGRAM S Geologist: Total Depth(ft.bis): Depth(it,Us) Y Jeffrey G.Gould,P.G. 15 M I LITHOLOGY Land Surface(ft.ngvd) Measuring Point(ft.ngvd) 8'Sleet Mammy C°ncre'ePed Not Determined Not Determined - !��°"abvcup I DRILLING&CONSTRUCTION Company: Start: (rnfd/y) ilk CASING SEE MW-4D FOR LITHOLOGY JAEE Environmental,Inc. 8/12/2008 -4 Drilling Method: - OPT Time: 2 NEAT Rig: 1155 - . GROUT Geoprobe Finish:(coldly) - Bit&D(am: 8/12/2008 FINE • 2"Tube 4 $AND Fluid Additives: Time: ��seAc Not Applicable 1205 I MATERIALS - g Casing(diem,material,wall thickness,connection,depth range) 6 M lY2"Schedule 40 PVC casing from 5 ft to surface . Screen(diam,material,slot size,depth range) /Y2"Prepacked stainless steel 0.010"Slotted Screen from a — -15 ft to-5ftbls _ Filter pack(size,material,depth range,amount) _ 20/30 Silica Sand from . M -15ftto-4ftbis 10 � Seat E. Fine sand seal from _ -4'ft to-3'ft bls Grout(mix ratio,depth range,amount) 12 r-SANOPAGK Neat cement grout from-3'to surface - Above ground completion(fLriser,cap,protective casing,pad) .- `--- 8"diameter manway set in 18"x18"concrete pad 14 M. US'PREP ctceo aTgrade level - SCREEN I DEVELOPMENT - Method and total time: Total Depth=15 ft bis Developed with centrifugal pump for 10 minutes Water quality and pumping rate: Clear and silt-free,good flow I TESTING/SAMPLING Static W.L.(btoc)at Time&Date: Specific Capacity(gpmrh): Soil Sampling: Other: U : : , 16D 6 A al of i a c t i Now WELL CONSTRUCTION Environmental Consulting & Technology, Inc. INFORMATION Well No: LAKE TRAFFORD RANCH LLLP MW-2 Permit No. Project Name: Location(lat/long) SE'(4SWNS28T46SR28E 2008080526 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26°26.487781°31.508'(±167 WELL DIAGRAM I S Geologist: Total Depth(It.bis): Depth(ft,his) Y Jeffrey G.Gould,P.G, 15 • M I LITHOLOGY I Lend Surface(ft,ngvd) Measuring Point(ft.ngvd) a:sin/Ma°uay Co"cr,uoPad Not Determined Not Determined Lockable Cap I DRILLING&CONSTRUCTION D." i NIX► i 1------1 Company: Start: Cm/iffy)co CASING SEE MW-4D FOR LITHOLOGY JAEE Environmental,Inc. 8/12/2008 41 - Drilling Method: - DPT Time: 2 NEAT Rig: 1225 - .�CEMENT ceour Geoprobe Finish:(mld/y) - Bit&Diem: 8/12/2008 - EINE ' 2"Tube 4 SA� Fluid Additives: Time: - I Not Applicable 1235 - = 1 MATERIALS 0 Casing(diam,material,wait thickness,connection,depth range) 6 = 1Yz"Schedule 40 PVC casing from - -5 ft to surface - Screen(diam,material,slot size,depth range) i M 1Yz"Prepacked stainless steel 0.010"Slotted Screen from N -15 ft to-5 ft bls Filter pack(size,material,depth range,amounll ' - = 20/30 Silica Sand from ® 15ffto-4 ft bls 10N Seal - = Fine sand seal from -4'ftto-3'fthis aaGrout(mix ratio,depth range,amount) 124 SANOPACK Neat cement grout from-3'to surface - - Above ground completion(ft.rtser,cap,protective casing,pad) ___H-—� 8"diameter manway set in 18"x18"concrete pad 14 ® 154-PREPACKE0 atrade level rn SCREEN g — - DEVELOPMENT - Method and total time: Total Depth=15 ft bls Developed with centrifugal pump for 15 minutes Water quality and pumping rate: Clear and silt-free,good flow I TESTING/SAMPLING Static W.L.(bloc)at Time&Date: Specific Capacity(gpm/Itl: Soil Sampling: Other: 0 1606 _...... _co_ WELL CONSTRUCTION Environmental Consulting & Technology, inc. INFORMATION Well No: LAKE TRAFFORD RANCH LLLP MW-3 Permit No. Project Name: Location(Iat/long) SEMSW NS28T46SR28E 2008080526 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26'26.465%81'31.485'(±152 WELL DIAGRAM I g Geologist: Total Depth(ft.bis): Depth(ft,bis) Y Jeffrey G.Gould,P.G. 15 M I LITHOLOGY I Land Surface(it.ngvd) Measuring Point(it.ngvd) - 8-srcerMrmvay CormeloPad Not Determined Not Determined ,. kableCap I DRILLING&CONSTRUCTION D J �� Company: Start:(m/d/y) ® 1)1 CASING SEE MW-4D FOR LITHOLOGY JAEE Environmental,inc. 8/12/2008 Drilling Method: _ OPT Time: 2 NEAT Rig: 1210 - A—GaouT' Geoprobe Finish:(mldty) - Bit&Diam: 8/12/2008 - FINE 2"Tube 4 ;PAL GEAL Fluid Additives: Time: A/S Not Applicable 1220 MATERIALS IN Casing(diam,material,wall thickness,connection,depth range) 6 111z"Schedule 40 PVC casing from .M -5 ft to surface Screen(diam,material,slot size,depth range) - 11/2"Prepacked stainless steel 0.010"Slotted Screen from g _ -15 ft to-5ftbls _ Filter pack(size,material,depth range,amount) 20/30 Silica Sand from M -15 ft to-4ftbls 10 — Seal 1 Fine sand seal from - 4'ftfo-3'ffbls Grout(mix ratio,depth range,amount) 12 ,. SANDPACI( Neat cement grout from-3'to surface Above ground completion(ft.riser,cap,protective casing,pad) 8"diameter manway set in 18x18"concrete pad 14 c 114-PREPACIrED , grade level BCFEEN DEVELOPMENT Method and total time: - Total Depth=15 ft b/s Developed with centrifugal pump for 10 minutes Water quality and pumping rate: Clear and silt-free,good flow TESTING 1 SAMPLING Static W.L.(btoc)at Time&Date: Specific Capacity(gpm/ft): Soil Sampling: Other: 0 1 6 0 6 .c. WELL CONSTRUCTION Environmental Consulting & Technology, Inc. INFORMATION LAKE TRAFFORD RANCH LLLP Well No: MW-4© Permit No. Project Name: Location gat/long) SENSWt4S28T46SR28E 2008080526 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26°25490781°31.47T(±162 WELL DIAGRAM s Geologist: Total Depth(ft.bts): Depth(ft,his) Y Jeffrey G.Gould, P.G. 30 MI LITHOLOGY Land Surface(ft.ngvd) Measuring Point(ft.ngvd) 6"Steel Man,my c°^°''1e Pad Not Determined Not Determined Lalnbfe Cap DRILLING&CONSTRUCTION o [ A. _I t vOl3ASb HULK,tan,is trags to 25mm Company: Start: (m/d/y) -Ti----- Iii CASING SP SAND,tan,qtz,m gr,mod sorted, JAFE Environmental,Inc. 8/12/2008 - trace if phosphate,calcareous Drilling Method: - CL CLAY,dk gy,sl sdy,grading to It gy, DPT Time: 4 NEAT calcareous Rig: 0940 CEMENT A. GRour SP SAND,yel/tan,qtz,v f gr,v w std Geoprobe Finish:(m!d!y) - Sit&Diam: 8/12/2008 - SP SAND,org/brn,qtz,v f gr,w std 2"Tube 8 SW SAND,brn,qtz,v cl,p std,shell(rags Fluid Additives: Time: cl qtz grains,calcareous Not Applicable 1135 - SP SAND,It tan,qtz,Vf gr,p std,cl qtz MATERIALS - grains,calcareous,v shelly Casing(diam,material,wall thickness,connection,depth range) 12 11"Schedule 40 PVC casing from SW SAND,It brn,qtz,v shelly,p std, -25 ft to surface frosted qtz grains,calcareous Screen(diam,material,slot size,depth range) - SP SAND,brn,qtz,v f gr,v w std,sl 1W'Prepacked stainless steel 0.010"Slotted Screen from 16 calcareous -30 ft to-25 ft bls - Filter pack(size,material,depth range,amount) - 20/30 Silica Sand from - -30 ft to-24 ft bls 20 Seal - Fine sand seal from - -24'ft to-22'ft bls - Grout(mix ratio,depth range,amount) 24 .SANDPACK LS LIMESTONE,it gy,highly indurated, Neat cement grout from-22'to surface - very shelly(pelecypods) Above ground completion(ff.riser,cao,protective casing,pad) - }--- ` 8"diameter manway set in 18'x18"concrete pad 28 = 70.PREPACKED abrade level SCREEN - � DEVELOPMENT Method and total time: Total Depth=30 ft bis Developed with centrifugal pump for 45 minutes Water quality and pumping rate: Clear and silt-free,good flow 1 TESTING/SAMPLING Static W.L.(btoc)at Time&Date: Specific Capacity(qpm/it): Soil Sampling: Other. 1606 ...., ...,..c., WELL CONSTRUCTION Environmental Consulting & Technology, Inc. INFORMATION _ Well No: LAKE TRAFFORD RANCH LLLP MW-5 Permit No. Project Name: Location(lat/long) SW/NW i4S33T46SR28E 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26'26.170/81°31.603'(-1-17) WELL DIAGRAM Geologist: Total Depth(ft.bls): Depth(tt,bis) Jeffre G.Gould,P.G. 15 LITHOLOGY Land Surface(ft.ngvd) Measuring Point(it.ngvd) Er Sleet Msmwy Concre7ePatl II Not Determined Not Determined cachamecp- DRILLING&CONSTRUCTION ein Company: Start: (m/d/y) � ii£CASING SEE MW-8D FOR LITHOLOGY JAEE Environmental,Inc. 8/i2/2008 - - Drilling Method: DPT Time: 2 NEAT Rig: 1503 CEMENT Finish: m/d! GROUT Geo.robe ( y) Sit&Diam: 8/1212008 - FINE 2'Tube 4 SAND Fluid Additives: Time: SEAL _ Not A..Ucable 1512 - _ MATERIALS — Casin. diam material wall thickness connection de.th ran.e 6 — 1Ys"Schedule 40 PVC casing from ---. 5 ft to surface - Screen diam material slot size de.thran•e 11'2"Prepacked stainless steel 0.010"Slotted Screen from 8 e -15 ft to-5ftbls Filter.ack size material de.th ran.e amount 20/30 Silica Sand from _ = -15ftto-4 ft bis 10 Seal w Fine sand seal from -4'ft to-3'ft bls — Grout mix ratio de.tb ran.e amount 12 = SnrmPAcIL .Neat cement grout from-3'to surface _ Above.round com•letion tt.riser ca• •rotective casin. .ad 8"diameter manway set in 18"x18"concrete pad 14 — II£'PREPACICED at.rade level SCREEN DEVELOPMENT Method and total time: Total Depth=15 ft bls Developed with centrifugal pump for 15 minutes Water.ualit and.um•in.rate: Clear and silt-free,good flow TESTING/SAMPLING Static W.L. bloc al Time&Date: Specific Capacity(gpm/lt): Soil Sam•lin.: Other (rte ( e- 1 6 0 6 ,. . answo— WELL CONSTRUCTION _ Environmental Consulting & Technology, Inc. I N FO R M ATI O N Well No: - LAKE TRAFFORD RANCH LLLP MW-6 Permit No. Project Name: Location(lationg) SW ANW'/<S33T46SR2BE 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26°26.124Y81°31.587'(±18') WELL DIAGRAM I S Geologist: Total Depth(fl.bls): Depth(It,his) V Jeffrey G.Gould,P.G. 15 - M LITHOLOGY ]Land Surface(ft.ngvd) Measuring Point(II.ngvd) a'Steel nrancey Concrete Pad Not Determined Not Determined Lockable Cap ! DRILLING&CONSTRUCTION 0 4 MN ' Company: Start: (nVd/y) - ff4CASING SEE MW-8D FOR LITHOLOGY JAEEEnvironmental,Inc. 8/12/2008 - Finish: Drilling Method: - DPT Time: 2 NEAT Rig: 1518 GEMENT rn/d/ GROUT Geoprobe ( y) Bit&Diam: 8/12/2008 - FINE 2"Tube 4 SAND Fluid Additives: Time: SEAL Not Applicable 1532 ! MATERIALS Casing{dim,material,wall thickness,connection,depth range) 6 /Y2"Schedule 40 PVC casing from - 5 ft to surface Screen(diam,material,slot size,depth range) — = 1112"Prepacked stainless steel 0.010"Slotted Screen from 8 -15 ft to-5ftbls Filter pack(size,material,depth range,amount) 20/30 Silica Sand from -- - 1606 ...._ -.,maw WELL. CONSTRUCTION _ Environmental Consulting & Technology, Inc. INFORMATION Well No: LAKE TRAFFORD RANCH LLLP MW-7 Permit No Project Name: Location(laulong) SW1/4NW'%S33T46SR2BE 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26'26134%81°31.633'(114) WELL DIAGRAM 1 s Geologist: Total Depth(IL bis): Deem Bt,bis) 1 Y Jeffrey G.Gould,P.G. 15 M I LITHOLOGY Surface(11. ) Measuring Point(ft.ngvd) Co.ref.Pad ••Determined Not Determined s•sreernranxay r Company: Start: (Willy) Leekawr Cap 1DRILLING&CONSTRUCTION a _J SEE MW-BD FOR LITHOLOGY JAEE Environmental,Inc 8/12/2008 - — 4,=-__ II CASING Drilling Method: OPT Tme: 2 NEAT Rig: 1440 - ///GROCEMEUT M Geoprobe Finish:(coldly) Bit&Diam: 8/12/2008 2"Tube FINE 4 o Fluid Additives: Time: 4,-/-SEAL Not Applicable 1450 - I MATERIALS - — Casin. diam material wall lhickne , connection de.ih ranee 6 11/2"Schedule 40 PVC casing from -5 ft to surface - _ Screen diam material slot size de.th ranee 11/2"Prepacked stainless steel 0.010'Slotted Screen from 8 -151110-5 ft bis Filter.ack size material death ran.e amount _ _ 20/30 Silica Sand from -15 ft to-4ftbls 10 Seat I Fine sand seal from - _ -4'ft to-3'ft bls Grout mix ratio death ran.e amount -{12 5 4 sANOPAcrc Neat cement grout from-3'to surface 1 Above ground completion{(t.dseq cap,proteClNe casino,Pad) 8"diameter manway set in 185(18'concrete pad 14 1 11'PREFACKED at*rade level M SCREEN DEVELOPMENT Method and total time: Total Depth=15 ft his Developed with centrifugal pump for 12 minutes ater quality and pumping rate: Clear and silt-free,good flow ( TESTING/SAMPLING Static W.L.(bloc)at Time&Date: Specific Capacitytgemllt): Soil Semolina: Other: f� l 'J 1606 • WELL CONSTRUCTION Environments! Consulting & Technology, Inc. INFORMATION Well No: LAKE TRAFFORD RANCH LLLP MW-8D Permit No. Project Name: Location flat/long) SW'4NwNS33T96SR20E 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26°26.146%81'21.606'(d:16'') WELL DIAGRAM ( 5 Geologist: Total Depth(ft.his): Depth(IL his) Y Jeffrey a Gould,P.C. 17 • M LITHOLOGY Land Surface(It.ngvd) Measuring Point(ft.ngvd) 8'Steel Mammy Concrete Par/ Not Determined Not Determined Lockable Cap DRILLING&CONSTRUCTION Q ')7► .1r— i SVJ is%SEHUL,FL,tan,limestone tragements Company: Start: (rn/Wy) rrecasrrtp JAEE Environmental,Inc. 8/12/2008 CL CLAY,dk gy,sl sdy Shilling Method: DPT Time: 4 NEAT SP SAND,orange,qtz,med gr,w std, Rig: 1540 CEMENT grading to tan at 51/2 ft Geoprobe Finish:(mtdly) Bit&Diem: 8/12/2008 SP SAND,gy,qtz,m gr,w std 2"Tube 8 SP SAND,gy,qtz,f gr,p std,v shelly Fluid Additives: Time: Not Applicable 1645 MATERIALS Casing(dam,material,wall thickness,connection,depth range) 12 _ LS LIMESTONE,gy,sl sdy,v.shelly, 11/2'Schedule 40 PVC casing from highly indurated -12 ft to surface Screen(diem,material,slot size,depth range) 4- sANDPACK 11/2"Prepacked stainless steel 0.010"Slotted Screen from 16 ---1f4'PREPACKED '17 ft to-12 ft bis SCREEN REFUSAL AT 17 FT BLS Filter pack(size,material.depth range,amount) 20/30 Silica Sand from Total Depth=17 ft bls -17 ft to-10 ft bis Seal Fine sand seal from -10'ft to-9'ft bls Grout(mix ratio,depth range,amount) Neat cement grout from-9'to surface Above ground completion(It.riser,cap,protective casing,pad) 8°diameter man way set in 18"x18°concrete pad at grade level DEVELOPMENT Method and total time: Developed with centrifugal pump for 30 minutes Water guality and pumping rate: Clear and silt-free,good flow TESTING/SAMPLING Static W.L.(bloc)at Time&Date: Specific Capacity tgpM[t): Sail Sampling: Other: . 160 6 , . ....._.... 4111911217"111/1/17 WELL CONSTRUCTION Environmental Consulting & Technology, Inc. INFORMATION Well No: LAKE TRAFFORD RANCH LLLP MW-9 Permit No Project Name: Location(tat/long) SW SSW'AS26T46SFI28E 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26'26.063%81°31.760'(±14) WELL DIAGRAM I S Geologist Total Depth(ft.Ms): Depth(tt,his) Y Jeffrey G.Gould,P.G. 10 M I LITHOLOGY I Land Surface(ft.ngvd) Measuring Point(ft.ngvd) Concrale Pad Not Determined Not Determined B"Sleet Mmttay 0 axxk i con I DRILLING&CONSTRUCTION Company: Start: (m/cify) l i xc SMG SEE MW-12D FOR LITHOLOGY JAEE Environmental,Inc. 8/13/2008 {--'. Drilling Method: OPT Time: PR; 1130 - � cEGRMECUT Nr g Geoprobe Finish:(m/d/y) - Bit&Dtam: 8/13/2008 2"Tube FINE 4 Fluid Additives: Time: SAND �/sEAc Not Applicable 1200 MATERIALS Casing(diam.material,wall thickness,connection,depth range). 6 15k"Schedule 40 PVC casing from - -5 ft to surface Screen(diam,material,slot size,depth range) t- SANOPAGK- 1 h"Prepacked stainless steel 0.010"Slotted Screen from 8 -10ftto-5ftbls M Filter pack(size,material,depth range,amount) -� _ c 20/30 Silica Sand from -10ftto-4ftbls 1Yr'PREPACKED 10 SCREEN Refusal at 10 ft els Seal Total Depth=10 ftbls Fine sand seal from -4'ft to-3'ft Ws Grout(mix ratio,depth range,amount) Neat cement grout from-3'to surface Above ground completion(ft.riser,cap,protective casing,pad). 8"diameter manway set in 18'x18"concrete pad at grade level 1 DEVELOPMENT Method and total time: Developed with centrifugal pump for 10 minutes Water quality and pumping rate: Clear and silt-free,good flow I TESTING/SAMPLING Static W.L.(bloc)at Time&Date: Specific Capacity(qpm/ft): Soil Sampling: Other. 1 6 0 6 ,• .....c. WELL CONSTRUCTION Environmental Consulting & Technology, Inc. INFORMATION Well No: - LAKE TRAFFORD RANCH LLLP MW-70 Permit No. Project Name: Location(lat/long) SW t4SW NS28T46SR28E 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26°26.11V/81'31.769'(±152 WELL DIAGRAM Geologist: Total Depth(ft.bls): Depth di,bin) Y Jeffrey G.Gould,P.G. 15 • M I LITHOLOGY Land Surface(ft.ngvd) Measuring Point(ft.ngvd) a-sieel MtOwny Concrete Pad Not Determined Not Determined o I��`°` b"c P I - I DRILLING&CONSTRUCTION �� Company: Start: (nVd/y) ® HiCASFra SEE MW-12D FOR LITHOLOGY JAEE Environmental,Inc. 8/13/2008 - Drilling Method: OPT Time: 2 NEAT Rig: 1215 CEMENT Finish:(m/d/ GROUT Geoprobe y) Btt&Diam: 8/13/2008 FINE ' 2"Tube 4J/SEAL salvo Fluid Additives: Time: - Not Applicable 1240 - MATERIALS _ Casing(diem,material,wall thickness,connection,depth range) 6 1Y"Schedule 40 PVC casing from - 5 ft to surface Screen(diam,material,stat size,depth range) iIz"Prepacked stainless steel 0.010"Slotted Screen from 8 I -15 ft to-5 ft bis Filter pack(size,material,depth range,amount) - 20/30 Silica Sand from -15 ftto-4 ft bls 1 0 Seal _ n Fine sand seal from N -4'ft to-3'ft bls Grout(mix ratio,depth range,amount) 12 4 SANDPACK Neat cement grout from-3'to surface MAbove ground completion(tt.riser,cap,protective casing,pad) ate, 8"diameter manway set in 18"x18"concrete pad 14 - 14 PREPACKED grade level SCREEN - DEVELOPMENT Method and total time: Total Depth=15 ft bls Developed with centrifugal pump for 10 minutes Water quality and pumping rate: Clear and silt-free,good flow I TESTING/SAMPLING Static W.L.(bloc)at Time&Date: Specific Capacity(gpm/ft): Soil Sampling: Other: 1606 6 ,„ A i-0 AISSINV WELL CONSTRUCTION Environmental Consulting & Technology, Inc- INFORMATION Well No: - LAKE TRAFFORD RANCH LLLP MW-11 Permit No. Project Name: Location(fat/long) SW%SW I4S2BT46SR2BE 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26°26.087781°31.787'(±14) WELL DIAGRAM s Geologist: Total Depth(ft.tits): Depth fit,bin) Y Jeffrey G.Gould,P.G. 10 M LITHOLOGY Land Surface(ft.ngvd) Measuring Point(ft.ngvd) Concrete Pad Not Determined Not Determined e'Sreel h4anxoCacl fe faD 1 I DRILLING_&CONSTRUCTION - Company: Start: (m/dly) U 4, I - r__ 116C/15AG SEE MW-12D FOR LITHOLOGY JAEE Environmental,Inc. 8/13/2008 Drilling Method: DPT Time: 2 NEAT Rig: 1100 - 4.-----.enour Geoprobe Finish:(rn/d!y) _ Bit&Dian 8/13/2008 2"Tube FINE 4 Fluid Additives: Time: r/..tr. Not Applicable 1 125 - I MATERIALS — Casing(diem,material,wail thickness,connection,depth range) 6 M11(2"Schedule 90 PVC casing from _ -5 ft to surface Screen(diam,material,slot size,depth range) 4--$ANOPACK 114"Prepacked stainless steel 0.010"Slotted Screen from 8 _ -10 ft to-5 ft bls - Filter pack(size,material,depth range,amount) - 20/30 Silica Sand from - '�- 10 ft to-4 ft bis 114'PREPACKEO 10 _ SCREEN Refusal at 10 ftbls Seal Total Depth=10 ft bls Fine sand seal from -4'ft to-3'ft bls Grout(mix ratio,depth range,amount) Neat cement grout from-3'to surface Above ground completion(ftriser,cap,protective casing,pad) 8"diameter manway set in 18"x18"concrete pad at grade level I DEVELOPMENT Method and total time: Developed with centrifugal pump for 10 minutes Water quality and pumping rate: Clear and silt-free,good flow I TESTING/SAMPLING Static W.L.(bloc)at Time&Date: Specific Capacity(gpm(t): Soil Sampling: Other: fr'4 ..„..3...„)) 160 6 111111111ffire MAW WELL '` CONSTRUCTION Environmental Consulting & Technology, Inc. INFORMATION Well No: LAKE TRAFFORD RANCH LLLP MW-12D Permit No. Project Name: Location(Iatilong) SW SSW 14S28T46SR28E 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26°26,078/81031.770'(-e149 WELL DIAGRAM S Geologist: Total Depth(it.bls): Depth(II,CIO Y Jeffrey G.Gould,P.G. 30 M I LITHOLOGY I Land Surface(ft.ngvd) Measuring Point(it.ngvd) 8.sr"eln.,k,y c°nc'eleP&C Not Determined Not Determined LockabreCup !I I DRILLING&CONSTRUCTION 13 I . -( I S liAbbuUufc,tan sd&gvl,shelly Company: Start: (nvd/y) - — �—__ 11kCASING JAEE Environmental,inc. 8/13/2008 - SP SAND,dk gy,qtz,v f gr,variegated Drilling Method: - dk gy/blkfIt gy,w std OPT Time: 4 N6AT SP SAND,tan,qtz,f gr,v w std Rig: 0935 - �GROUTTT Geoprobe Finish:(mldly) - Bit&Diam: 8/73/2008 ' 2'Tube 8 SW SAND,tan/gn,qtz,f gr,v clayey Fluid Additives: Time: - SP SAND,gy,qtz,f gr,p std,v shelly Not Applicable 1045 - SP SAND,tan,qtz,v f gr,v w std,grading I MATERIALS - to v shelly sd at 14' Casing(diem,material,wall thickness,connection,depth range! 12 114"Schedule 40 PVC casing from - -25 ft to surface - SW SILT,It gy,qtz,calcareous Screen(diam,material,slot size,depth rangel - 1Yz"Prepacked stainless steel 0.010"Slotted Screen from 16 -30 ft to-25 ft bls - LS LIMESTONE,gy,v shelly Filter pack(size,material,depth range,amount) 20/30 Silica Sand from -30 ft to-24 ft bls 20 LS LIMESTONE,It gy/tan,sl Sdy, Seal shelly,highly indurated Fine sand seal from • -24'ft to-22'ft bis - Grout(mix ratio,depth range,amount( 24 ..-SAND PACK Neat cement grout from-22'to surface Above ground completion(ft riser,cap,protective casing,pad) - 8"diameter manway set in 18x18"concrete pad 28 a Ilk"PREPACKED at grade level - SCREEN I DEVELOPMENT - Method and total time: Total Depth=30 ft his Developed with centrifugal pump for 20 minutes Water quality and pumping rate: Clear and silt-free,good flow TESTING/SAMPLING Static W.L.MCC)at Time&Date: Specific Capacity Wlarnat): Soil Sampling: Other: 9 1686 '_, WELL CONSTRUCTION Environmental Consulting & Technology, inc. INFORMATION Well No: LAKE TRAFFORD RANCH LLLP MW-13 Permit No. Project Name: Location(lat/long) NEANW34S33T46SR28E 2008080524 Lake Trafford Ranch LLLP/Corkscre 26°26.280%81°30.959'(±13) WELL DIAGRAM I S Geologist: Total Depth(ft.bis): Depth(It,bis) ( V L.Duane Dungan,P.G.,C.P.G. 15 q M t LITHOLOGY Land Surface(ft.ngvd) Measuring Point(relative) _ Not Determined To be determined ALUMm LE �—ALUMINUM I DRILLING&CONSTRUCTION CASING Start: (niftily)- Company: u E JAEE Environmental,Inc. 8/13/2008 r,_ 114.cAS216 Drilling Method: DPT Time: Rig:AT 1325 CRour Y 2 CE Nr Geoprobe Finish:(mfd/y) Bit&Diam: 8/13/2008 2"Tube FINE 4 Fluid Additives: Time: ��SEALSAND Not Applicable 1340 -- I MATERIALS ® Casino(diam,material,wall thickness,connection,deplh range) 6 Y2 - "Schedule 40 PVC casing from _ — -5fttof3R Screen(diam,material,slot size,depth ranee) - c_ ~'SCREEN- iYz"Prepacked stainles steel 0.010"slotted screen from 8EME -15ftto-5ft �_ Filter pack(size,material,depth ranee,amount) 20/30 Silica Sand from 15 ft to-4 ft bis Seal 10 — zasosiucA Fine sand seal from - "2 + $ .J PACK -4ft to-3ft Ws - _ Grout(mix ratio,depth range,amount) 12 SANOPACK Neat cement grout from-3 ft to surface - WEe Above ground completion Itt.rser,cap,protective casing,pad) 3'1Y2"diameter PVC casing inside 4"square aluminum protective 14 =~ � casing in concrete pad I DEVELOPMENT Method and total time: Total Depth=15 ft bis Developed with centrifugal pump for 10 minutes. Water quality and pumping rate: TESTING/SAMPLING Static W.L.(bloc)at Time&Date: Specific Capacity(comfit): Soil Sampling: Other: 0 1606 __ p.2 -WELL COMPLETION Elfronr - WELL- Z Q (I esa USE PE T O. C . • i �.�i s. .L .t • ' .Qf.X` u, a�„ . . frlirfflfPMIIOMIIIIIIrPTP OFiIIIMCr b(.) ( ) Blatt omit i � e ,�.e.usEYal( )tet } ( ) ®+s �.lA.aAd- ) ( ) .�''�' �"Sirmair "' `. �` � wawa Rektraft MUD( )or* )4aNt' 1( ).ms( ) a 3 ,,-fin // wof Cade'orlon( ). tt2 rir 1PI Sh SEMrwlepor - bye • Ft PER 306--___11.13-# RCiiY 6r+16 CI1 -Vu.fa2f ILF►TY PPE RR / wcincik,r,..2a3,1., • ,e, I Idr 4,4„-wh, .1.sti 4 s1,22"1- I I Ledlosgatoidrodo 8tidcSteel{ c ( )PVC c . ,, s�►2. tar °Skit ate . .(4 coqueeareto Mallen ((d 1 ', &groaned, . TVisa 'tL}10 ,1-S--30 #1„) luau=PlosIVONN aNecia e!Meow Ewalt ibtallim Rs dtibassit Mist=Osier 4ctillarlsct( ( ) r( 1 ( ) hue tag foxalba CU prima application. 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'�-� Jam"" r , : se ' °{�Z g r>-1 `"z_/'y;- !!tA ♦ v fs zr i £ '''1"r;';? r �' 4, T' E a y f 3 " - &k C g waar +a 1@ 7 .t? f" # £r €� >r n o& r Zi t tom" " }'-7 • 3 4'reL F' ': ' - 4 5• a Ta r5+ y .�J 5 .i� t L ¢ - !s ' J:k'<�,x:[.ei' Y i :. '.:'. ;;:'.4..,.:..4;,;:q .-. -;/f- ..y. ,Jdy .Y D `ra r a,ii x 9: � d s�;.. + ..,. ',.. �" ` a�� 3�.� 'r�/ a`:: 1A tr rr +.s:2 AS fi .Fjñj 4:s art c � 1 "� fF _. ,AM 2-4 otimc •::;•,::„..4K0' ' $ in.. :.01 .041, 4a*nrellb -.._ vireos 661`3!"x. '; .r. . .43t4 Epi • . IaiePllPSbs ! ' its "� Yi�r.'tr s. sx ` f ' •• fiPa ,5 a s saa a#'tV 4 -^' fi "' t : " r t' ry',':' • •444 ,/ R / rw e' s ki. x ay r ir-� . c TFa .u� 1.z s; a4` $a, p ' k -" + h� ti : e . g � • iMrym-]�T A�awiRSF s+ r � y� 2. x au . t0` ar„ea. p ,ss ' ftg "^ tr.} fir. zer - w - , -:.'44.44. 2'"''''' ary aiJ 4. • (L f'i Tb,)`'3s a ta ` fE � � L4; *w. A? a } ? .;45Sq fi "y � ._7.3t ty✓ J.`�r -.f.4 Gri� ys4 • 1..! J MAX rEiiP7R1�YK iur hy, '�'. bi ' .' r '': IIWefl I R.C. • w .vim Y •:'4 '-",'''..."),(trips' ¢ t` _ t�. ��y s, R: a y,{ p s iryj 1606 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP Crr Immokalee, Collier County,Florida Environmental Consulting&Technology Inc. APPENDIX B GROUNDWATER SAMPLING DATA & INSTRUMENT CALIBRATION DATA FTM-08-0754/0100 09/24/08 160 6 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE - NAME: PEPPER RANCH-.LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW-3 SAMPLE ID: MW-3 DATE. . PURGING DATA WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE DIAMETER(inches). 2" DIAMETER.(inches): 0.17" DEPTH: 5 feet to 15 feet TO WATER(feet): OR BAILER: P1' WELL VOLUME PURGE: I WELL VOLUME= (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY only fill out if applicable) / = ( ` gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) = gallons+( gallons/foot X feet)+ gallons = gallons INITIAL PUMP OR TUBING / FINAL PUMP OR TUBING f' PURGING PURGING TOTAL VOLUME DEPTH IN WELL(feet): / V DEPTH IN WELL(feet): /0 INITIATED AT:iyiO ENDED AT: 17, PURGED(gallons):Z .440 CUMUL. DEPTH DISSOLVED 04464 VOLUME VOLUME PURGE '1'O PHTEMP. COND. OXYGEN TURBIDITY COLOR TIME PURGED PURGED RATE WATER (standard o (µmhos/cm units) ( C) orµSlcm) (circle mg/Lor (NTUs) (describe) (describe) (gallons) (gallons) (gP'n) (feet) %saturation) 143 5' z.' o 2.4 0 3 1/4" -1,13 zc..cts )fait e.. , `3 1L1,/ 3 30,.7 i438 © ,zs 2,es- 3" -7 j _ 74.:9-2 /G-/C, 10,16 10.53 27, 1 144411 �,,-2.5 2,90 3 :/. r "1. 17- 24-9z /4>i o 0.5'1 `);- -7 7.2-- & i`ig� or Z-s' 3. L',5" 3 t/G(q -I,I Z •,'4• k i 3 15 .75-,4 9. /,./ 2c",,S— WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; 1"=0.04; 1.25"=0,06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02; 6".1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0.0006; 3/16"=0.0014; l/4"=0.0026; 5/16"=0.004; 318"=0.006; 1/2"=0.010; 5/8"=0.016 S DATA SAMPLED BY(PRINT)/AFFILIATION: SAMP•ER(S SIG RFS./ ECT/JASON COLEMAN/J s% SAMPLING NG ENDED AT INITIATED AT:/13.45---' SAMPLENDED AT:/99 s= PUMP OR TUBING SAMP PUMP TUBING DEPTH IN WELL(feet): FL!' RATE(mL per minute): MATERIAL CODE: PE FIELD DECONTAMINATION: Y N LD-FILTERED: Y N FILTER SIZE: _µm DUPLICATE: Y N Filtration Equipment Type: SAMPLE CONTAINER SAMPLE PRESERVATION SAMPLING SPECIFICATION INTENDED ANALYSIS EQUIPMENT SAMPLE ID # MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL ANDJOR METHOD CODE CODE CONTAINERS CODE USED ADDED IN FIELD(mL) pH MW-3 1 PE 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump: ESP=Electric Submersible Pump; PP=Peristaltic Pump �0".... EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) 4OTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20°1 saturation(see Table FS 2200-2); optionally,±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) Page 3 of 13 Revision Date: February 1,2004 160 6 DEP-SOP-001/01 FS 2200 Groundwater Sampling S�— G--� s e Form FD 9000-24 aCo.-)--i GROUNDWATER SAMPLING L s G SITE 51'1'E �-'- - - NAME: PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW-4D SAMPLE ID: MW-4D DATE: -2.6._a8 PURGING DATA WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH ,00 PURGE PUMP TYPE DIAMETER(inches): 2" DIAMETER finches): 0.17" DEPTH: 25 feet to 30 feet TO WATER(feet)P'L�2- OR BAILER: PP WELL VOLUME PURGE: 1 WELL VOLUME= (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY only fill out if applicable) =( ✓C feet- a,,.Z- feet) X 0.16 gallons/fool = e/,-7 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) = gallons+1 gallons/footX feet)+ gallons = gallons INITIAL PUMP OR TUBING,m,Aj.7 C FINAL PUMP OR TUBING PURGING PURGING TOTAL VOLUME DEPTH IN WELL(feet): C DEPTH IN WELL(feet): Z INITIATED AT:t 2 f ) ENDED AT:t2.1-1 PURGED(gallons); '7'.7 CUMUL. DEPTH pH COND. DISSOLVED Ql VOLUME VOLUME PURGE TO TEMP. OXYGEN TURBIDITY COLOR _ ek TIME PURGED (standard o (Nmh.ns/crc PURGED RATE WATER ( C) (circle mg/L or (NTUs) (describe) (describe) (gallons) (gallons) (gpm) (feet) units) or S/cm) To saturation) iz45 4.7 4,7 /4" 2O --Too 2:-3-35 3015 o.2Cc, 311. 1 c-c.otiaV .-wfe__,.,& I Z 9 8 o :-.1:5-- `-i-5'S le-Ass' 6.. -zN,7-1 3v2,5- 49, 17 309.e, 'I -(09 r`7 L25/ 6,2 5 S.zC7 Es--H "7,00 0,-1.3e, 3("2-7 cs.7S- 3`ic3 . 1I _ /054-4 1z 544 o - S.4 - is 3-0 -74:41, Z=t.39 1232- O.I te 3 3 e.-2._ ,k lei t`Z k2-57 0.-,'"4-5--- -2a S', '70 /6.10 --1.0z„, 24,37 36,q& d ie, --13.5.,1 ._. I i o. "7 l_t`=' e.,;,,,--is- S.0)S` -7.'u 2�.9 - 3$d 0-i/ -2efZt -, its.Z I-1-3 (9;2,S' 64:2- tt> e+�;3F.S� -2,c 00 L/`�f.3�5l :3413 3 D_i c- 21°1,3 ~ I I7,7.- 13=J-te t: tX 6,: P _ /&,tto 6-f t 2/,3C7 3o z 6 .1 -Z2tc',O "" 147cr tom°/ 0-25 Coa79 i V 6..qct 24/.8t! 3ta4 0,3.5 15°1c-5 - log:,Z tai 2 0 .Z5-- a.,t s' i1/r“7 7Cvo 2.4Q-t- 3i-- 6.33 LS'p. 5 - 0.-2.1- WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; 1"=0.04; 1.25"=0.06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0.0006; 3/16"=0.0014; 114"=0.0026; 5116"=0.004; 3/8"=0.006; 1/2"=0.010: 5/8"=0.016 77 S4MFJLING DATA SAMPLED BY(PRINT)/AFFILIATION: SAM S)SS1 ;ES: ECT/JASON COLEMAN! (//// / SAMPLING ,+� / SAMPLING -�^ �.- INITIATED AT: t Z'i S ENDED AT: !3 3-1 PUMP OR TUBING SAM LIE PUMP TUBING DEPTH IN WELL(feet): FION RATE(mL per minus, MATERIAL CODE: PE FIELD DECONTAMINATION: Y Nrt LD-FILTERED: Y �NJ FILTER SIZE: Nm DUPLICATE: Y N iltration Equipment Type: SAMPLE CONTAINER SAMPLE PRESERVATION SAMPLING SPECIFICATION INTENDED ANALYSIS EQUIPMENT SAMPLE ID # MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD CODE CODE CONTAINERS CODE USED ADDED IN FIELD(mL) pH MW-4D I PE 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass: CG=Clear Glass: PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING API'=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) ) NOTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2); optionally,±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) Page 4 of 13 Revision Date: February 1,2004 160 6 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE - SITE - NAME: PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW-8D SAMPLE ID: MW-SD DATE: 3/ /fig PURGING DATA WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE DIAMETER(inches); 2" DIAMETER(inches): 0.17" DEPTH: 25 feet to 30 feet TO WATER(feet):S" OR BAILER: PP WELL VOLUME PURGE: 1 WELL VOLUME= (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY only fill out if applicable) _ ( 30 feet- ' :',[yam, feet) X 0-16 gallons/foot = 4,6 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) = gallons+( gallons/foot X feet)+ gallons = gallons �� INITIAL PUMP OR TUBING FINAL PUMP OR TUBING PURGING PURGING TOTAL VOLUME"l` DEPTH fN WELL(feet): '2`7 DEPTH IN WELL(feet): 27 INITIATED AT:/57,0 ENDED AT:>r J S 2 PURGED(gallons): CUMUL, DEPTH PH COND. DISSOLVED at VOLUME VOLUME PURGE TO TEMP. OXYGEN TURBIDITY COLOR R6weR• o TIME PURGED PURGED RATE WATER (standard (µmhoslcm units) ( C) aµS/em) (circle mg/L or (NTUs) (describe) (describe) (gallons) (gallons) (gpm) (feet) %saturation) f-To ilit<>0 '1oe 8t-7.. 7,o(,, 2 41.99 27-9I o,zS 24-.gy CLg:A2 --)jc.7 I.'5-s-3 6 .z,5' 4-1-2s--- .x,75 7.61;' Z/,5/9 22" 1 6. 18 2`t. i5 --)18 .Es f 4 ©, Z g' y.Sc� S•6 �,o � 2 .c 23' �,_rs' i( .O' ) _1Z,2.�e, i ''sem o..z5 4.--7-5- 0.62- 1 ,05- Vt.,''O z323 0. 13 IL •5 q —I 23.0(k) )L--0 2- 6.11- S...oe, 4" -7 os"" -24.48 Z`3Zc1 b, 1Z I3 '->c --12Sr WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; 1"=0.04; 1.25"=0.06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): I/8"=0.0006; 3/16"=0.0014; 1/4"=0.0026; 5/16"=0.004; 3/8"=0.006: 1/2"=0.010; 5/8"=0.016 S'+!.! . ING DATA SAMPLED BY(PRINT)/AFFILIATION: SA PCER )SIO l ECT/JASON COLEMAN/J FFCnRitiBBARD / SAMPLING SAMPLING INITIATED AT:/5-50 ENDED AT: 14.0 Z-- PUMP OR TUBINGS;ANILE PUMP TUBING DEPTH IN WELL(feet): 'Z'7 ,F'I OW RATE(mL per minute): MATERIAL CODE: PE - FIELD DECONTAMINATION: Y N Y 0,, FILTER SIZE: µm DUPLICATE: Y N // Filtration Equipment Type: SAMPLE CONTAINER SAMPLE PRESERVATION SAMPLING SPECIFICATION INTENDED ANALYSIS EQUIPMENT SAMPLE ID # MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD CODE CODE CONTAINERS CODE USED ADDED IN FIELD(mL) pH MW-8D 1 PE 250mL ICE -- •- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass: CG=Clear Glass: PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump "...ft.' EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) DOTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) pH:±0.2 units Temperature:±0.2 00 Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);optionally, ±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) Page 8 of 13 Revision Date: February 1,2004 U ..._ : 1605:26 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT (MAKE/MODEL#) _ YSI 556 MPS INSTRUMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ❑CONDUCTIVITY ❑ SALINITY ® pH ❑ORP ❑TURBIDITY ❑ RESIDUAL CI ❑ DO ❑OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased) Standard A 4.0./ Geotech/L 'AtAts0g3 16f r 1 0 Standard B 7.0/Geotech/1,6e WIZ / ' YV)ttq to Standard C 10.0/Geotech/L,Di-A1ALit)51EXP be G UPJ DATE TIME STD STD ' INSTRUMENT CALIBRATED TYPE SAMPLER (run/ fyy)--- -(hr min)' (A,B,0) VALUE RESPONSE %DEV (YES,NO) (INIT,CONT) INITIALS -1.0 ifigf 4;4,1-7,0 \--/ \pa— cikA , i ► ► Cc L .D `311 / 4,0 ul. l0 3 21.clirm-1.:s1. Ll 1L 1. 0 x_C Wk ) ic 3\1 04 x:41 6 1 ►O .at CP l b 1 1Nt ' ``R 1. i-:). ` 0 Li,0-2_,1 Lii 0 "\ 1L) cSCA" / t5.23 6 .10 (0 0(7 k- V/ .) 4/ II (-\.D y,DO °111 f t31 13 8 -1►0 0-014-0 4 i J1-1 , i A 4,0 Mf ( 314 1 1,,,t) b --?, -7,01 C.. ) -8t31 t'Llii_ -7,o 1 ti 7►p LA k J\ 11 aa' �so �I I /L ,t.d �"1 1 C' Z\\910) tk-115- --). (D LpAR c ..... 1 1, t ' es (A . D y-. J 6 31-)- l/1 ag ,ijo A- tj.b ',rid,1• .a „ 6 a —L,o 6.9 -z., J / f-- ,e k7A9 /210 A- .,k, 0 3m) 747( - 13 "7.V 7,0 /.t.-0 7 gill' Ogmlie A 1.0 0 -7.0 t JH I IL L4• LitOcli q•D 640 1 -2.0 ° .o 2- I e it C--0- 1° 9 14 -- Revision Date: February 1, 2004 r A ' ono DEP-SOP-001/01 FT 1000 General Field Testing and Measurement Form ED 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS . INSTRUMENT (MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ®CONDUCTIVITY ❑ SALINITY 0 pH ❑ORP i 0 TURBIDITY ❑ RESIDUAL CI ❑ DO ❑OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased] f_ 1 Standard A 100,uS/cm Geotech/L' M09-43 is,....0 Fib 69 Standard B 1413 uS/cm Geotech/ 1,0 IA E 021 / p 16yeryttitri Standard C 8974 uS/cm Geotech/1413 T `7ci 1 /E 69 DATE TIME STD STD INSTRUMENT.. CALIBRATED TYPE SAMPLER (mmldd/yy):.(hr:min) (A,°13,C) VALUE.•. : .RESPQNSE ' s %DEV ` (YES,NO) (INET,CONT) INITIALS gf /k ' ! L'2 . 13 N'-{ 3 4`7/iov , J (Ki Cr JN � II ps too 65, 1 } 6 . `t , 1� ii--1 S'sjb t-1:15 6 1413 13 q1 r -r �� \ A. Lat�- � I+� 103 1 i1A' fl-li 3 -,i3L1 '( W 6 \`AI t; c31 1140 , `I \ 1.-3 ►r Lit* ' )1 IP ( , ;il"'t 1 tO0 ti t r t 1— 3 1A" 1s,7 \LW5\L\5Noce Co° J(-)- ,, l-k+ IN 101 C ,__)l n o 1b ) g 1`11' 19 is rit3 `'l 1 ,., \OO I a / PO`) 1 1 J 10 q, is A.113 1 „H I. (S\--1 24, r�775 Q 11'3 - Mb ' i ,.31-1 Il 'l i� o cos/0 `-\ i J gli4oz Noe 3 t y 13 1 -k Ya c .\\-- t\ t,L 10b .kr 1 `r C1 f00,0 D7,ro if 10 p t i a /04 T C I3 _ ifi5 lz 7�j,/J)' )z-7/02, pia® A eoo p "J 0.., L.. r`� 3 i1Z � 7913 y .� 11218 -700 A_ (Do ...991c11.14. 1t ‘ tH1-1 �� t 3 3a1��1 E 1534 P iksz tb C V 6 \L\13 1 1 �'o C — 3 Revision Date: February 1,2004 0 1606 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement Form FD 9000-8: FIELD INSTRUMENT CALII RATION RECCP-13S INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTi"UMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ❑ CONDUCTIVITY ❑SALINITY ❑pH ❑ ORP ©TURBIDITY ❑ RESIDUAL CI ❑ DO ❑OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased] Standard A 1000 NTU/Primetime/Lot 70353/exp 09/08 Standard B 10 NTU/Primetime/Lot 70351 / exp. 09/08 Standard C 0.02 NTU/Primetime/Lot 70307/exp 09/08 DATE ' TIME STD STD INSTRUMENT CALIBRATED TYPE SAMPLER (mrn/ddlyy) (hr:min) (A,B,C) VALUE RESPONSE %DEV (YES,NO) (INIT,CONT) INI ALS f h1_14.00 !"1 1 o _ °Tbicoo \I 6 10 r0 y y 17 Sv- , 0,x2 z- &.n`Z `/ Z V2-10 13t( r to �o J14 L11) q G oz 0•b2., `t l J 1)- ..._, 153b A_ rood 1°l(IF c 34 `ii `' C, o,0? o .o5 ci- ' GIRevision Date: February 1, 2004 { 1613 6 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement ofl" riP al"'' Form FD 9000.8: FIELD INSTRUMENT CALIBRATION RECOR(I S INSTRUMENT (MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ❑CONDUCTIVITY 0 SALINITY 0 pH 0 ORP ❑TURBIDITY ❑ RESIDUAL CI ®DO 0 OTHER STANDARDS: [Specify the type(s)of standards used for calibration,the origin of the standards, the standard values,and the date the standards were prepared or purchased) Standard A DI H2O Standard B Standard C DATE " TIME STD STD INSTRUMENT CALIBRATED TYPE SAMPLER To DCV' ,(YES,;NO)`', UNIT,CONT) INITIALS (mr�fdd/yy) (Fir:fnin)', (A:,8;`C). _ VALUE :` RESPONSE.. ° gym°7.4 j / ie.-- _ `Nith3 I[e`ib I\ , 3.4/&S5 i i e58 t1 k4 r r 3 4' s s). tcl bkn— 3 Pi v�,�s � `�8,7, ?.sal-i L( I k) IT 341 i S o IL1:3q Ps a3't144 2. .4,69 0 LA R .-7/00 ,!-2,1 v,s °"/-2,2kG $s— 7g.73 cl VA-' k7, 01-\.- .-liP h:i0 e5- d'7?-5 V-Ile _ ab\-) c.S'‘A- z3 11 O --702- !is (1t')q ' .6234'. 70 1 LIW i k /05 , ioy a41/7.4, , As. 3 Cc\-) h oB 12-(1 K 73``/5.5te `7, ..57. 41 1 \t-t\0-3 Het) ev 231g53 7, L-6( , . C_ 3 1\- 0 f z7cog `(. A Za3' J 4 s7.,, ---/ \1 ,./712e., qia -m_ 1,(1 150 -, p4 �a tig.T 3• q q J l Revision Date: February 1, 2004 16 .u6 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW-1 SAMPLE ID: MW-I DATE: Cit V)D-47,,, PURGING DATA WELL i 511 TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE DIAMETER(inches)r^"L" DIAMETER(inches): 0.17" DEPTH: 5 feet to 15 feet TO WATER(feet): OR BAILER: PP WELL VOLUME PURGE: 1 WELL VOQUME= (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY only fill out if applicable) np ,p,\) �� 'C1 `•'\" / _( feel- feet) X�-8r16—' gallons/foot = \t�S gallons EQUIPMENT VOLUM'PURGE: I EQUIPENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) gallons+( gallons/foot X feet)+ gallons = gallons INITIAL PUMP OR TUBING i FINAL PUMP OR TUBING PURGING -+�g PURGING I� TOTAL VOLUME c DEPTH IN WELL(feet): DEPTH IN WELL(feel): 5 INITIATED AT: O- .J ENDED AT: (U l s�,` PURGED(gallons): , I S VOLUME CUMUL. DEPTH pH COND. 'DISSOLVED ice,(/ TIME VOLUME PURGE TO TEMP. OXYC TURBIDITY COLOR 43-4R (°C) PURGED PURGED RATE WATER (standard (µmhos/cm (circ. (NTUs) (describe) (describe) (gallon) (gallons) (gpm) (feet) units) .^ osaturation) (O1q y� 6, i tIi IP t -i..vf ;L !y is 0 . off' qg3 eet - ne.9 ', "t .ILI 11 a. ()co &,(t6 •-(g ff.1 0',52_, 0, 5 9 0.1(c I' 1. 'ic a4°111 r o. O(,2 3t5 1 - 6' WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; 1"=0.04; 1.25"=0.06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02: 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal/Ft.): 1/8"=0.0006; 3/16"=0.0014; 1/4"=0.0026; 5/16"=0.004; 318"=0.006; 1/2"=0.010; 5/8"=0.016 SAMPLING DATA SAMPLED BY(PRINT)I AFFILIATION: .414 ER(S) "IGN T RFS: SAMPLING ECT/J NNIFER HUBBARD O,. SAMPLING d t i5 4 INITIATEDAT: ENDED AT: 17�v� PUMP OR TUBING t S'MP E PU .• ff ro TUBING DEPTH IN WELL(feet): -10, RATE('•'s rinnute): C)•\� I", MATERIAL CODE: PE FIELD DECONTAMINATION: Y F1Is D•FILTERED: 1' FILTERS _µm Filtration Equipment Type: DUPLICATE: Y SAMPLE CONTAINE SPECIFICATION SAMPLE PRESERVATION INTENDED ANALYSIS SAMPLING EQUIPMENT SAMPLE ID 4 MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD CODE CODE CONTAINERS CODEUSED ADDED IN FIELD(mL) pH MW-I I PE 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING API'=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) NOTES: 1.The above do not constitute all of the information required by Chapter 62-150,F.A.C. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2); optionally,±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) 0 1613 6 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE - NAME: PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA �] WELL NO: MW-2 SAMPLE ID: MW-2 DATE: g! itig 4 PURGING DATA t fJ WELL t� TUBING WELL SCREEN INTERVAL STATIC DEPTH ,pp--y'� PURGE PUMP TYPE .7� DIAMETER(inches); DIAMETER(inches): 0.17" DEPTH: 5 feet to 15 feet TO WATER(feet): 'V OR BAILER: PP WELL VOLUME PURGE: I WELL VOLUME=(TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY only fill out If applicable) d-12./ feet- feet) "X"- 071fr--T gallons/foot = t3B gallons EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) = gallons+( gallons/foot X feet)+ gallons = gallons INITIAL PUMP OReel): FINAL PUMP OR TUBINGE cy t PURGING IN PURGING TOTAL VOLUME Li, 0 DEPTH IN WELL(feet): i DEPTH IN WELL(feet): :-V-' INITIATED AT ENDED AT: La' a PURGED(gallons): CUMUL. DEPTH PH COND. DISSOLVED VOLUME VOLUME PURGE TO TEMP. OXYd5 TURBIDITY COLOR TIME PURGED PURGED RATE WATER (standard (0C) (umhos/cm (circle r r (NTUs) (describe) (describe) (gallons) (gallons) (8Pm) (feet) uni)s) or %saturation) II. (01 e.5 .. DW t` `7.2 3S 4(2,:. ')i5 6.6 'S,Ls ``' '{St-}-S 1t.t�g 05 c _,� _ 0 . ,(j t, `1,23 c 5 0,tri 3z . cie .. 185,-3 1)'.4 0,5 .3,D o,( " `j .22 a5.0 (�, 0 ,Def i d,9 imp (pct. 0,5 . 5 b\N7 'l Tl. Z. IS �' , O. 0 ('(Q, )t ` (cog I � 4 fa5.301 (IT-- WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; I"=0.04; 1.25"=0.06; 2"=0.l6; 3"=0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): I/8"=0.0006; 3/16'•=0.0014; l/4"=0.0026; 5116"=0.004; 3/8"=0.006; 1/2"=0.010: 5/8"=0.016 SAMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: ,iMPLER( SIGN T RES: ECT/ ENNEFER HUBBARD SAMPLING I SAMPLING INITIATED AT: l�.eff- � ENDED AT: PUMP OR TUBING ( , SA •LEP iv TUBING DEPTH IN WELL(feet):• �� •W RATE u1 .mt1mte): ® k14, ` \ MATERIAL CODE: PE �� FIELD-FILTERED: Y./.—c12_1) FiLT!telt: _µm FIELD DECONTAMINATION: Y CD, DUPLICATE: Y ( rvl Filtration Equipment Type; t_1 SAMPLE CONTAINER SAMPLE PRESERVATION SAMPLING SPECIFICATION INTENDED ANALYSIS EQUIPMENT SAMPLE ID II MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD CODE CODE CONTAINERS CODE USED ADDED IN FIELD(mL) pH MW-2 1 PE 250mL ICE -- -- CHLORIDES APP REMARKS: Azp i\) n �-c �1�e MATERIAL CODES: AG=AmbererGlass;GCC=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump i."'` EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) OTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 31 pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2); optionally,±0.2 mg/L or±10%(whichever is greater)Turbidity;all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) 1.5' i5 IS Page 2 of 13 V (D• 0 LI (NI �' x h t . 5j� Revision Date: February 1,2004 l CO 16136 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG . SITE SITE - NAME: PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW-5 SAMPLE ID: MW-5 DATE: T 7 J-T ,,L PURGING DATA [� (J WELL I.'� _.,....'S TUB/NG WELL SCREEN INTERVAL STATIC DEPTH (.� PURGE PUMP TYPE DIAMETER(inchesyr� DIAMETER(inches): 0.17" DEPTH: 5 feet to 15 feet TO WATER(feet): Cl 1 OR BAILER: PP WELL VOLUME PURGE: 1 WELL VOL M AL WELL DEPTH - STATIC DEPTH TO WATER) X WELL.CAPACITY only fill out if applicable) _( 5 feet- ( .4'4 LI feet) X O.Ifi.• gallons/Foot = 1 t 2,5 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) - gallons+( !! 9.L gallons/footX et)+ gallons = gallons INITIAL PUMP OR TUBING 5( FINAL PUMP OR TUBING ( PURGING PURGING _ ( TOTAL VOLUME DEPTH IN WELL(feet): DEPTH IN WELL(feet): INITIATED A': ENDED AT:[ ,ti!S PURGED(gallons): if-4 CUMUL. DEPTH DISSOLVED 11 C, PURGED RATE VOLUME VOLUME PURGE TO PH TEMP. COND. OXYGEN TURBIDITY COLOR �D012 TIME PURGED WATER (standard (°C) (µmhoslcm (circ] r (gallons) munits) -�q� ) (NTUs) (describe) (describe) (gallons) (gp ) (feet) i/ �� 5°saran, ion) ri.- ` ( ,�.5 i .25 DIA ,' i -r d-9 3 .�Z.� b. 2- / .f� t ,, ��7� C� S ii-75 ,l ' --7;sq cry. n [3 r I, �7 —1t`)42 (a= b.5 ., 5 D,Po "t -7. 23 rAL ,3 '(-13 't).O9 Ity, z 3 .--log,t WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; I"=0.04; 1.25"=0.06; 2"=0.l6; 3"=0.37; 4"=0.65; S"=1.02; 6"=1.47; I2"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0.0006; 3/16"=0.00€4; 1/4"=0.0026; 5/16"=0.004; 3/8"=0.006; 1/2"=0.010; 5/8"=0.016 SAMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: A PLEB S)SIGNA RES: ECT/JASON-C49.1-1E•MICl/JENNIFER HUBBARD SAMPLING c SAMPLINGQ� INITIATED AT: J ENDED AT: �' y [ PUMP OR TUBING PLE MP `!!� TUBING DEPTH IN WELL(feet): FLOW RAT 6, 11.L/ k.., MATERIAL CODE: PE FIELD DECONTAMINATION: Y N FIELD-FIL -RE .N\ FILTER S� _pm DUPLICATE: Y 1 Filtration Equipment Type:. �f SAMPLE CONTAINS SAMPLE PRESERVATION SPECIFICATION INTENDED ANALYSIS SAMPLING SAMPLE ID k MATERIAL PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD EQUIPMENT CODE CONTAINERS CODE VOLUME USED ADDED IN FIELD(mL) pH CODE MW-5 1 PE 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon: 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump: PP=Peristaltic Pump EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0.Other(Specify) NOTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2); optionally,±0.2 mg/L or+10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) Page 5 of 13 ki----- .0L-1, A 5 )( 1.S 6 ,j( Revision Date: February 1,2004 CA 160 6 1 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE - NAME: PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW-10 SAMPLE ID: MW-10 DATE: (� i PURGING DATA WELL (,5,f 'sTUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE I l DIAMETER(indms)- DIAMETER(inches): 0.17" DEPTH: 5 feet to 15 feet TO WATER(feet): (5 OR BAILER: PP WELL VOLUME PURGE: I WELL VOLUME_,(TG)TA WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACPfY only fill out if applicable)5e, piN, rCl'`-x- e _( feet-- feet) X,,,.9116"'- gallons/fool = I. s5 gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only(ll out if applicable) �v,\ r\ = gallons+( gallas/foolX feet)+ gallons = gallons INITIAL PUMP OR TUBING 57 FINAL PUMP OR TUBING S 1 PURGING 1 PURGING .,,/) TOTAL VOLUME L -1 DEPTH IN WELL(feet): DEPTH IN WELL(feet): INITIATED AT: \1. ENDED AT: f 2, PURGED(gallons): 11--"" CUMUL. DEPTH pH COND. DISSOLVED gegit VOLUME VOLUME PURGE TO TEMP. OXYGEL TURBIDITY COLOR TIME (standard o (µmhos/cm PURGED PURGED RATE WATER ( C) (circtiair (NTUs) (describe) (describe) (gallons) (gallons) (gpm) (feet) amts) idiogA oo saturation) ti\•.14I 5 1 D.Lt.9 •).(c)5 "1,0 iz� a,\ $q, da 61 --1 fl ‘t:11(r, 0,-6 aS c, 0 ; ,col ")•2 g1. 3 Ito`: b. 07 `ZP.9`� -I'�•-7 , 1. (I .< 6 .5 ,D a,(3 ' f, '7. - r91 .'1 ( (110 6 -6c2. 5'(D.; ei.c ' (t1- [t -53 o .s 3 .5 o.(c0 ,t 1A1 .d7 g 4.6(p t_1, -1L5_5U('. ( -C) 9-.5 h •(le _ 1t l`l tau 1` 1 S. 'S (91 , « —I aait i t2 QZ D ,S 3,c) D.Vp 1, S d�-1 Il i 2- 6.0S- lit', Rt. 1 ,Li ,.,,tz..o5 D.S ,, ,, -Ow 0(Q,3D (I1? 6.0C- 110.V`( -Ia-? ,d, t2_ D1. b ,O 1,1Le 2(n.33 j1 2_0 Droc 1?-- Z [ 4/ r/a7S WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; 1"=0.04; 1.25"=0.06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0.0006; 3/16"=0.0014; 1/4"=0.0026; 5/16"=0.004; 3/8"=0.006; 1/2"=0.010; 5/8"=0.016 SAMPLING DATASAMn CT/PLED JA$ BY9 (PRINT) N G'9RLEVAN/JENN1 ER HUBBARD01 MPLER(S)SLG ^ INITIATED AT:--- SAMPLING !,Z ENDEDIAT: G r• l3 PUMP OR TUBING / •PLE PU1,PO)<<(p �� TUBING ' DEPTH IN WELL(feet): FLOW RAT'-• • . - c1" MATERIAL CODE: PE FIELD DECONTAMINATION: Y FIELD-FILTERED: Y Tr1`1 FILTER IZE: pmDUPLICATE: Y Filtration Equipment Typ . 111 SAMPLE CONTAINER SAMPLE PRESERVATION SAMPLING SPECIFICATION INTENDED ANALYSIS EQUIPMENT SAMPLE ID P MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD CODE CODE CONTAINERS CODE USED ADDED IN FIELD OIL) pH MW-10 1 PE 250mL ICE -- CHLORIDES APP • REMARKS: I 15e-TS p \ Aw..A ,rn '�rkuy . Ca\rr: curt'. MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene: S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump --- . EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) ./TES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3), pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);optionally, ±0.2 mg/L or±10%(whichever is greater)Turbidity;all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) Page 10 of 13 Revision Date: February 1,2004 Cloy 1606 DEP-SOP-001/0'1 ES 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG - SITE SITE NAME: PEPPER RANCH LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE.FLORIDA WELL NO; MW-13 SAMPLE ID: MW-13 DATE: q -2A-r t( PURGING DATA • U WELL (I TUBING WELL SCREEN INTERVAL STATIC DEPTH 1` 5 PURGE PUMP TYPE DIAMETER(inches): _" DIAMETER(inches): 0.17" DEPTH: 5 feet to 15 feet TO WATER(feet): ( OR BAILER: PP WELL VOLUME P RGE: I WELL VO UME= (TOTAL WELL DEPTH — STATIC DEPTH TO WATER) X WELL CAP CITY only fill out if applicable) _( feet— feet) X iadrr6�/ gallons/foot = b .% gallons EQUIPMENT VOLUME PURGE: I EQU PMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) ' = gallons+( gallons/foot X feet)+ gallons = gallons INITIAL PUMP OR TUBING ( FINAL PUMP OR TUBING e PURGING /3- PURGING w iii TOTAL VOLUME O DEPTH IN WELL(feet): 5 r,V DEPTH IN WELL(feet): t INITIATED AT:f�/ ENDED AT: PURGED(gallons): 3 CUMUL. DEPTH DISSOLVED fj TIME VOLUME VOLUME PURGE 'r0 pH TEMP. COND. OXYGE TURBIDITY COLOR +:� PURGED (stmtdard (µ VP ) (describe) (describe) PURGED RATE WATER (oC) ra !em (circleiee4f (N"CUs (gallons) (gallons) (gPtn) (feet) units) Sle d o satura on) 1x,'.09 ( ,o, 110 6.11 5, .Jl(q . i t."1 . 0 . 35 23 . 11 �- -136.'2. 3:12- 0.S t�` S,9 el.)1W )6 `7q= 622 ,o.I1 -NI L'5: 1) 0 �' 2'0 EI —7<« r 447 2 6,/(0 (8 '7 2- .._14, ..3 O , Z. S' It 7. 1 c` . 713 8. I _ 1 ,«Ρ 513 fq�,=7 t`. Zt 6 •c 1 . 0 _ t 1. 1'1 WI a 115 b . / 0 /3 V r H2,L_ WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; I"=0.04; 1.25".0.06; 2"=0.16; 3"=0.37: 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0.0006; 3/16"=0.0014; 1/4"=0.0026; 5116"=0.004; 3/8"=0.006; 1/2"=0.010; 5/8"=0.016 SAMPLING DATA SAMPLED BY(PRI FFJL1IFER SA LER(S)S GNATU t ES: SAMPLING �j ?1 SAMPLING / `. ECT 1S9 LEMAN/JENNIFER HUBBARD 23 �J•_ INITIATED AT: J '�✓ ENDED AT: PUMP OR TUBING r PLE P TUBING DEPTH IN WELL(feet): FLOW RATE( nmute): ( ‘1�M MATERIAL CODE: PE FIELD DECONTAMINATION: Y / l� I FIELD-FILTERED: Y rJlV1 FILTER E: _µm DUPLICATE: Y ��,,,"�//� Filtration Equipment Type / SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED ANALYSIS SAMPLING SAMPLE ID gMATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD EQUIPMENT CODE NT CODE CONTAINERS CODE USED ADDED IN FIELD(mL) pH MW-13 1 PP 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CC=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) NOTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);optionally, ±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) RS: of 13 V (0'°H () k S A, fi 15 ,, tr\ ,-t Revision Date: February 1,2004 16B 6 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement • Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ❑ CONDUCTIVITY ❑SALINITY ❑ pH ® ORP ❑TURBIDITY ❑ RESIDUAL CI ❑ DO ❑ OTHER STANDARDS: [Specify the type(s)of standards used for calibration,the origin of the standards, the standard values, and the date the standards were prepared or purchased] Standard A 220 mV/ Mettler— Toledo 1 Lot# Standard B Standard C DATE TIME STD STD INSTRUMENT CALIBRATED TYPE SAMPLER (mm/dd/yy) (hr:min) (A,B,C) VALUE RESPONSE %DEV (YES,NO) (INIT,CONT) INITIALS J I Revision Date: February 1, 2004 el° 1606 r5 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 _ PARAMETER: [check only one] El TEMPERATURE 0 CONDUCTIVITY ❑SALINITY CA pH ❑ORP ❑TURBIDITY El RESIDUAL CI ❑ DO ❑OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased] Standard A 4.01 Geotech/L-014 3 t sO?$ 16>i) Ar 10 Standard B 7.0/Geotech/IA V O'22, ef Mau( I0 Standard C 14.0/Geotech/C. 1 A L NIS G 00, DATE TIME STD STD .> INSTRUMENT CALIBRATED TYPE SAMPLER (mmld lyy) (hr:rnin) (A B,C), VALUE' RESPONSE' %DEV. (YES,'NO) - ;(INIT,CONT) INITIALS 1.0 . voc ,A4 ,- A -N 4.D 'III / �t`b ,t 1 , , 31 ` 213-ios 11.:52, "7,a (9-VS' e,a AlA 3\-1‘(A 1 41 tb _ 1,O 1.9019 1,U 1Ivt , �1R t, PC L O 4,0Q .7i y"0 L* IIQ LS-0- 15;2-3 B -,0 Co_ - i)--V 6(Till* 113 6 MO 0.1-1/-0 Lk k J-► i . t A 4,0 3,q8/Li,D -'-k,. 3 44 1t., to b -7,0 1,01 C_ ) 1-1 23(3003 j7V1 3 -7.0 1.11/7% ° LI 1 J\�C ii es Lko ,D l ,0 *-\\01 114 15- G i, CALL C \-1 �" L 0\. D 4.J L31-� ,Og/g/e,E3 07.30 , 4,o 4,061/4.0 -, '- f a -I;,0 6.93 /-z., O I eloVos ilia A- Li, 0 3 /40-0 1-- f C q40 1lp � A .0 6,q 7 & .i 1 JH tl 6 L{ ' Lik04/q. 'D 1 6610 iq 7.o 9.o z C ) 11 \ L-(6- 10, c el a 0 Revision Date: February 1, 2004 160 6 DEP-SOP-001/01 C FT 1000 General Field Testing and Measurement Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 - PARAMETER: [check only one] ❑TEMPERATURE ®CONDUCTIVITY ❑SALINITY ❑pH ❑ ORP ❑TURBIDITY ❑ RESIDUAL GI ❑ DO ❑OTHER STANDARDS: [Specify the type(s)of standards used for calibration,the origin of the standards, the standard values,and the date the standards were prepared or purchased] �" Standard A 100 uS/cm Geotech/ W?-43 )6c.0 1; 2 69 Standard B 1413 JAS/cm Geotech/Loi-0AI&021 /6yeniti(ri Standard C 8974 uS/cm Geotech/(otil 71114211 '6l DATE TIME STD STD ` .INSTRUMENTCALIBRATED TYPE. SAMPLER- (mm/dd/yy) _(hrmin) (A,B;-C) :;VALUE '_RESPgNSE %;DEV (YES,NO) (NIT,CONT) INITIALS 110g itg f3 His q7p0O5 q r ) in- 3H it A 101) . 651 J it-► 6 4 c PVT" J-N Ma 44.i5 In IL113 f31q ( JA-1 it 4 _ tot) 103 Nri 3\--- 70 7,3'1 6 k, 136131 Ho '-- \ bi 1r j A tco IDLkjtv0 ) 1T ,�1�-lS I \)i .J(\3 1 �� CoM 1- o ft X01 Cel J. .50 DB 1o. 6 _!`1\3 I9 itytyr3 `� ,_ l `` tOO iaiJi LA \ i Ito 4 6 j`--t\3 I ui t �� Pc � � \/ 1 Q>U - E1��13 Ai 0, t2,z3 B ('-IIS _� /, LI 1 J � ii ,, 7 A rosin, `\ lA66 i 1J06 0 `\0 04 m C .1 l I Ut 1O 1`1 C _it ' gJ/eVeg z.)-710 .4 1 Ob 1 i t/'®d C X', g if/5 lzsy 1/J7 elz- eU pko® A too 4® Q Y i3 ;41.3iZ a ,q J"3 Y (9 1I-2/-3 Po A (Do 4441+4 `1 i It ib \-13 25342/i 13 ( 3 1534 P1 tub 0,4 C q -- k( 6 \ L\0 1,41 I0 i V Revision Date: February 1, 2004 C`20 e, 1606 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement , Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 _ PARAMETER: [check only one] ❑TEMPERATURE ❑CONDUCTIVITY ❑ SALINITY ❑pH ❑ORP ES)TURBIDITY ❑ RESIDUAL CI ❑ DO ❑ OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased] Standard A 1000 NTU/Primetime/Lot 70353/exp 09/08 Standard B 10 NTU /Primetime/Lot 70351 / exp. 09/08 Standard C 0.02 NTU/Primetime/Lot 70307/exp 09/08 DATE TIME STD STD INSTRUMENT CALIBRATED TYPE SAMPLER (mm/dd/yy) (hr:min) (A,B,C) VALUE RESPONSE %DEV (YES,NO) (INIT,CONT) INI ALS 07/pg )moo A i boo ' 000 z 6 10 r0y 1" ,er: C._ osra- &.07- Ni Z fr i,/2/o 13`( A on , (ob _ J U li 6 rp(o i ), I Jfj 0.oZ ,V 2-' 1 .- 150 A foo J .,.f 1 1 C o.0 a< 0 .o 5 C— ' 0 Revision Date: February 1, 2004 16116 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement 616r c;onA dreevi Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 - PARAMETER: [check only one] ❑TEMPERATURE ❑CONDUCTIVITY ❑SALINITY ❑ pH 0 ORP ❑TURBIDITY ❑ RESIDUAL CI ® DO ❑ OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased) Standard A DI H2O Standard B Standard C DATE TIME` STD STD INSTRUMENT 'CALIBRATED TYPE SAMPLER (mm/dd/yy) (hr:min) (A,B,C) VALUE RESPONSE. %DEV (YES,NO) (INIT,CONT) INITIALS 7/2r/off / A ",a-7.G , z (> -glob Re Ib 3:'.1g5c i f 3 4 \� \-c_ 30- '11 0 y 131)D .�r 8 3 g. c ' 3 i I friiQq v4;.2-s s.-� i sal-g. ( 1T 11 it u g jLf:31. Ps alli3 g. .4( cool" L)l € 'vg?:z1 I- 91.31 , ce city jg.r6 `I ld'-: C-- c)1-\- , si --ilb3 6:0 er ad 7v-g 1103 �U2 I ';''N:lei_ 3-(P3k. 73 tt 1 JAN.- kk /(,L75 i\s- VY--F - - 3e, C. -) il 4R .7--11 ( s- .:6'`1,5,54-, -7tkI-3.57 kl 1 c_\ 1102 !'foo 17.`ft 52 7, `, C._ J eJiB/a 3 d?zs A 13.h. , ,,.e„1 g. �jp 23. \, )Y6 e- ql in -75) Iii C90! Revision Date: February 1, 2004 I 16 'Uó 1 j DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE - NAME; PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW-6 SAMPLE ID: MW-b DATE: 4k1i es- PURGING DATA !!! IU WELL f ili/ TUBING WELL SCREEN INTERVAL � STATIC DEPTH PURGE PUMP TYPE DIAMETER(inches): % DIAMETER(inches): 0.17" DEPTH: 5 feet to 15 feet TO WATER(feel): OR BAILER: PP WELL VOLUME PURGE: 1 WELL VOLUME= (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY only fill out if applicable) o,012,. 6- =( i 5-..- feet- 0 feel) X -61.t6' gallons/fool = i, c e gallons EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) gallons+( gallons/fool X feet)+ gallons = gallons INITIAL PUMP OR TUBING c FINAL PUMP OR TUBING PURGING PURGING .— TOTAL VOLUME DEPTH IN WELL(feet): 7 DEPTH IN WELL(feet): INITIATED AT:13]) ENDED A'f: J y1/U PURGED(gallons): CUMUL. DEPTHPH COND. DISSOLVED crli,.(' VOLUME VOLUME PURGE TO TEMP. OXYGEN TURBIDITY COLOR •eeett--- TIME PURGED (standard oC) (Nmhoslcm PURGED RATE WATER ( (circle mg/Lor (NTUs) (describe) (describe) (gallons) (gallons) (gpm) (feet) units) S/c tI saturation) /1/051` /.ec0 1,00 • G pi's 27.Zc.9 I3g6 c7, LZ. ez.3i G4-e' ' •27,E, %4-1ce 0,25 ?.z S- r., '3 74.94 13Si 0. (8 Izz•3 ". - ;,-7 14i f er .zs 1,CI,' 6,v41 'Z6 53 i36a 0.13 09.t3c4, " -,-f0,3 tgtL- az,z>- 3.75' ,By 2.4.gz 1353 0,(2._ 51,03 L ` 48.o 1417 o ,zs "x-•00 G,).S" 26,3c-? t3S3 o.i1 4/5 O/ LL — Sz-`) t42.4, ta.z5 2.25- 6.84- 24-.39 t35-3 •tr•t 1 3C, t 5 CLipALUC- -- ss. 3 IA2-3 o-25 -2,,.s'o c; .8-11 zc.-iC 135-4 o,t IIN 5�f"�... -�5-C .7 I r4Zte G9,2 Z t ,6-7 2to tom. t3s6. Lt,• i 1 7.t't•x e J -r� .-� i,LiSS c1..z 3+o0 ( Pee, 2G.ZS 135'5- x.11 2`-41 .:e'N` _c1 .5- WELL CAPACITY(Gallons Per Foot): 0.75".0.02; I".0.04; 1.25"=0.06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 118"=0.0006; 3/16"=0.0014; 1/4"=0.0026; 5/16"=0.004; 3/8"=0.006; 1/2"=0.010; 5/8"=0.016 7SA rtG DATA SAMPLED BY(PRINT)/AFFILIATION: SAMPU R(S)`GNA / ,� ECT/JASON COLEd1AN/ SAMPLING SAMPLING INITIATED AT:J1, S— ENDED AT: 1 ti 7 _ J e VF C.::v(-1"N)PUMP OR TUBING SMP PUMP TUBING DEPTH 1N WELL(feet): O 'RATE(mL per minute): MATERIAL CODE: PE FIELD DECONTAMINATION: Y N 'LD-F1L I BRED: Y N FILTER SIZE:_pm DUPLICATE: Y N (---'Filtration Equipment Type: SAMPLE CONTAINER SAMPLE PRESERVATION SAMPLING SPECIFICATION INTENDED ANALYSIS EQUIPMENT SAMPLE ID # MATERIAL PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD CODE CODE CONTAINERS CODE VOLUME USED ADDED 1N FIELD(mL) pH MW-6 1 PE 250mL ICE -- -- CHLORIDES APP REMARKS:: / MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING APP-After Peristaltic Pump; B=Bailer: RP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) _ NOTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2, STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 31 pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2); optionally,±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) 'S of 13 Revision Date: February 1,2004 ,,` 160 6 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form F1:19000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO; MW-7 SAMPLE ID: MW-7 DATE: C)-12-.0 6 PURGING DATA WELL / //z TUBING WELL SCREEN INTERVAL✓ STATIC DEPTH PURGE PUMP TYPE DIAMETER(inches 2"" DIAMETER(inches): 0.17" DEPTH: 5 feet to 15 feel TO WATER(feel): 6 OR BAILER: PP _ --_, WELL VOLUME PURGE: I WELL VOLUME= (TO'rAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY /�/ only fill out if applicable) / C�,v 2 7 _ { = ( ( .S feet- ,c... feet) X 0.16 gallons/foot = (t 0 E2 gallop EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) = gallons+( gallons/foot X feet)+ gallons = gallons INITIAL PUMP OR TUBING,....., FINAL PUMP OR TUBING PURGING PURGING TOTAL VOLUME ^+rr' ` DEPTH IN WELL(feet): DEPTH 1N WELL(feet): INITIATED AT: 1320 ENDED AT: 1332- PURGED(gallons): `C 1,1 CUMUL. DEPTH pH COND. DISSOLVED e3 TIME VOLUME VOLUME PURGE TO (standard TEMP. (pmhoslcm OXYGEN TURBIDITY COLOR 096R� PURGED PURGED RATE WATER (°C). (circle mg/Lor (NTUs) (describe) (describe) (gallons) (gallons) (gpm) (feet) uni s) em ► %saturation) t,nU _t.t3 "z7,81 1-2-c.3- c9, ILi. S •`�2_ Cr_cnft, ..93.2.._ 17j32 i . o _ 1335- a.2S i..-z.S '),ID 77• 125.3 0.,✓t 111,29 ,r --`.i.,44 i33t, 0,25 I,S.a, 7.0 2.7.57 12 .5 o .vi. /i,/ 3 in -.(>3.3 1-$4 l 0.25 --1.5- '7.0-2 2'7•6ps iZ Z 0,a� 43.60 II -= io's,E'> 13'f3 0,2-5 2.00 '7 •t.?"Z 2-7.e4 1239 0.05' 6,93 et — i08..5 WELL CAPACITY(Gallons Per Foot): 0.75"=0.02: 1"=0.04; 1.25"=0.06; 2"=0.16; 3".0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./FL); 118"=0.0006; 3/16"=0.0014; 1/4"=0.0026; 5116"=0.004; 3/8"=0.006: L2"=0,010; 5/8"=0.016 /� SAMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: SA PL t(S)S I ECT/JASON COLEMAN/J SAMPLINGt 3 2 SAMPLING ��ErP �1-0INITIATED AT: ENDED AT: 13 q 3 PUMP OR TUBING PLE PUMP TUBING DEPTH IN WELL(feet): OW RATE(mL per minute): MATERIAL CODE: PE FIELD DECONTAMINATION: Y N FIELD-FILTERED: Y FILTER SIZE: Ito DUPLICATE: Y Filtration Equipment Type: SAMPLE CONTAINER SAMPLE PRESERVATION SAMPLING SPECIFICATION INTENDED ANALYSIS EQUIPMENT SAMPLE ID it MATERIAL PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD CODE CODE CONTAINERS CODE VOLUME USED ADDED IN FIELD(mL). PH MW-7 I PE 2SOntL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass: CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump "'� EQUIPMENT CODES: RRPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) .0TES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3). pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);optionally, ±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) Page 7 of 13 Revision Date: February 1,2004 CA0 160 6 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE - NAME; PEPPER RANCH LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW-9 SAMPLE ID; MW-9 DATE: S-1 Z_d&t PURGING DATA WELL //I/L TUBING WELL SCREEN W"tT VAL /' STATIC DEPTH PURGE PUMP TYPE DIAMETER(inch4s):pDIAMETER(inches): 0.17" DEPTH: 5 feel to feel TO WATER(feet): OR BAILER: PP WELL VOLUME PURGE: I WELL VOLUME= (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY only fill out if applicable) c.,.q 7-7 = ( i 0 feet- 0 feet) X -1/76 gallons/foot = 0,7 Z, gal!o s t� EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only GIt out if applicable) = gallons+( gallons/footX feet)4- gallons = gallons INITIAL PUMP OR TUBING ( FINAL PUMP OR TUBING PURGING PURGING TOTAL VOLUME a;'7) DEPTH IN WELL(feet): -7 DEPTH IN WELL(feet): INITIATED AT:105 ENDED AT:f I pS PURGED(gallons): CUMUL. DEPTH DISSOLVED a.rl' VOLUME VOLUME PURGE TO pH TEMP. COND. OXYGEN TURBIDITY COLOR (standard standard (circle mg/Lor PURGED PURGED RATE WATER (NTUs) (describe) (describe) (gallons) (gallons) IMO (feet) units) (°C) (Rmhas/cm ti/r1; To saturation) i1o3 a ,75 o i7-7..3-- -7,04 26,3q 3732_ 0.53 67- cC CuaJa'V - 120 ,r3 it 0(c> L).-LC t.a(> 7.0,,C. '2Ya.3"7 3.56S' a,-;;'-I 'ill `92 IA -Lz3 ,"1 lion d,2 I'Zs 1.a7 Z' '/ 399 0.2t 3t.,S 1 xi - (24-s— t(12_ o -2 s— k-Sb 1, 06 28t3o c(ft.o dtl`) -7_64.,4,. tit r (32.o f 1155 49,Zs-- 1.—IS -7.06) z e,47 1-I350 c,,(co '22.i e. 1 , `t3=-1,`2 /11 C).Z 2,0o irItO r20,3E, '-10-77 ©,isj •zti.r.5Z- CLI=.-O '-131(.8 1121 2 ,-L5- 7.2.:3" 'I.1i 8, z x'7`1 o,t-t lc*°c-t - 139 ` 4 t(2e( o.2'5 2.5-0 '7,/I 28 A5 .1179 0ii7 t-t /6.2-0 tr,LS 112 o ,25 2.'t,r' 1 ,t-e-- 2$.51 406Z o,t - 10.4355- -- 0E5,1 113c 0.z,$ 3,eo •'I til 26-e'o& qt4c1 0.10 t 01,o'2,- —01.5-,'-`t WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; 1"=0.04; 1.25"=0.06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0.0006: 3/16"=0.0014; 1/4"=0.0026; 5/16 =0.004; 318"=0.006: 1/2"=0.010: 5/8"=0.016 - .,MPLING DATA SAMPLED BY(PRINT)/AFFILIATION: $ PL.' 'I 1WATURES: ECT/JASON COLEMAN/JEAR4ER-4444434;41- �• ! SAMPLING SAMPLING / G fvc zfLla INITIATED AT: f 1 U 3 ENDED AT: PUMP OR TUBING /PLE PUMP TUBING DEPTH IN WELL(feet): ,FLOW RATE(til per minutey., MATERIAL CODE: PE FIELD DECONTAMINATION: Y N FIELD-FILTERED: Y FILTER SIZE: _µm DUPLICATE: Y N Filtration Equipment Type: SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED ANALYSIS SAMPLING SAMPLE ID It MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD EQUIPMENT CODE NT CODE CONTAINERS CODE USED ADDED IN FIELD(mL) pH MW-9 I PE 2S0mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) +--- NOTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) pH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);optionally, ±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±10%(whichever is greater) Filgef 9 of 13 Revision Date: February 1,2004 160 6 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG - SITE SITE - NAME: PEPPER RANCH-LAKE'IRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE,FLORIDA WELL NO: MW.II SAMPLE ID: MW-Il DATE: l)-.(2-0?e PURGING DATA WELL / TUBING WELL SCREEN INTERNAL STATIC DEPTH PURGE PUMP TYPE DIAMETER(incltes)r? DIAMETER(inches): 0.17" DEPTH: 5 feel lo.y5,`}eet TO WATER(feet): OR BAILER: PP WELL VOLUME PURGE: I WELL VOLUME= (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY only fill out if applicable) t 6',e5`72._ _( t 0 feel- 0 feet) X '8t{r gallons/foot = .- .1 2.-- gall is EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) gallons+( gallons/foot X feet)+ gallons = gallons INITIAL PUMP OR TUBING --1 i/ Z`3 FINAL PUMP OR TUBING PURGING PURGING (2-411" TOTAL VOLUMEE.DEPTH IN WELL(feet): ! y DEPTH IN WELL(feet): INITIATED AT:123 ENDED AT: t PURGED(gallons): t `- CUMUL. DEPTHCONDI DISSOLVED OOP` VOLUME VOLUME PURGE TO pH TEMP. OXYGEN TURBIDITY COLOR - G3Z TIM£ ( (standard oC) (jambes/cm PURGED PURGED RATE WATER (circle mg/L or (NTUs) (describe) (describe) (gallons) (gallons) (gPttt) (feet) units) Slcm %saturation) 0-47- <9,7 9- ®,Z.S .7.36p 2‘)„.7_(_.-(a t 9 i t t,Ea- 21 1.4, C+-c 4.1 `f3G.fe, 42-413 a .--L5 1,©o -7.€3 'Z.e'•E;3 .c9L, ) v.t3C) IIce-t "fgz_-z t.2-te 0.2,5 (.ZS 7,05" zb---io _21-te, .1 5i 18,13 t` -ee.1 List (1,-25" 1.S'a '-1,vc ?e,se) 22r7 0,3'Z 3.t/3u�'•t - -,t:3 12.5-{ .2_5 t.-7S 4,97 2Y,b -2--2-See 0,24 .ii4'z CL ,At? - 457_,3 1,25i --ZS 2-.00 6 .1)67 08, 90 ,ter i:,./V 20,'51 't - 92.9 t3oo c.25 - .5 (Q,9a ZJ,c:o •7,..--Ls9 4,, t"7 /t.,Si" It - '33 .' 1303 ts .25 2.5e 4.9,5- ZS.i i z3oi 0.14 I3,S3 ,t - 034.7 ('30ep t.,.."1-5 z.-z 4 .4>S1 2_,•v2 -2,3c 0 t 13 12..41 / 1 -X32.3 WELL CAPACITY(Gallons Per Foot): 0.75"=0.02: 1"=0.04; 1.25"=0.06; 2".0.16; 3"=0.37; 4"=0.65: 5"=1.02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0.0006; 3/16"=0.0014: 114"=0.0026; 5116"=0.004: 3/8"=0.006: 1/2"=0.010; 5/8"=0.016 AMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: SAM R ) TdRES: ECT/JASON COLEMAN v/' SAMPLING „� SAMPLING J to Gav i� INITIATED AT: I2i`I ENDED AT: 13 PUMP OR TUBING PLE PUMP TUBING DEPTH IN WELL(feel): /LOW RATE(mL per minute)•--) MATERIAL CODE: PE FIELD DECONTAMINATION: Y N FIELD-FILTERED: Y / FILTER SIZE:_µm DUPLICATE: Y N Filtration Equipment Type: SAMPLE CONTAINER SAMPLE PRESERVATION SAMPLING SPECIFICATION INTENDED ANALYSIS EQUIPMENT SAMPLE 1D S MATERIAL PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD CODE CODE CONTAINERS CODE VOLUME USED ADDED IN FIELD(mL) _pH MW-11 1 PE 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; 'C=Teflon; 0=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump -� EQUI PM ENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) )TES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) pH:±0.2 units Temperature;±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);optionally, ±0.2 mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or±107%(whichever is greater) Page 11 of 13 Revision Date: February 1,2004 ,_, 16136 DEP-SOP-001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG - SITE SITE - NAME: PEPPER RANCH-LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE.FLORIDA WELL NO: MW-12D SAMPLE ID: MW-12D DATE: ( _iz_06 PURGING DATA WELL /Iy TUBING WELL SCRFN INT1,B+A STATIC DEPTH PURGE PUMP TYPE DIAMETER(incites): DIAMETER(inches): 0.17" DEPTHOI eet to„IS fp TO WATER(feet): 0 OR BAILER: PP WELL VOLUME PURGE; I WELL VOLUME=(TOTAL.WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY [ -22Lf only fill out if applicable) t e9,C "x.- = ( feet- 0 feet) X -8r1-6 gallons/foot =—f - gallons _ EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL.=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+FLOW CELL VOLUME (only fill out if applicable) = n gallons+(0.et)f4allons/footX 3 feet)+b,12,5- gallons ...0,1-2 gal lot 0 INITIAL PUMP OR TURING FINAL PUMP OR TUBING PURGING PURGING TOTAL VOLUME DEPTH IN WELL(feet): DEPTH IN WELL(feet): INITIATED AT:9s-5- ENDED AT: (6& PURGED(gallons): CUMUL. DEPTH }I COND. DISSOLVED c_rr2 0 VOLUME VOLUME PURGE TO P TEMP. OXYGEN TURBIDITY COLOR 61121014.? 'DIME PURGED (standard (o ) (µmhos/cm (circle mg/L or (NTUs) (describe) (describe) PURGED RATE WATER C (gallons) (gallons) M1 (gpm) (feet) amts) orµ5lcml 91,saturation) 1000 0 ,2s— d 2-5 "_ (Co2 4 2S 0-Sd2 "],p) 2C,./1 7119 6.t-1iZcJ.4 �;e-c;s0"' ((.I..fis tooS 0,--LS , ,'7S '7.u71 24,30 3o24 a,lZ le3,"7 a( iL©8, o-2.5 t. 003 -f,.C ZS_62. 2°34,4r Q-cry 34)-Ec 1 "' 11:.`)• 4) to12.- "$ i .Sc -hoe 15,f32- 2gs-1 o-c8 'j5",04 IA - a-IZ,c! r0iS" 6.2S' , I.11' le-99 7S's-7s zS.t2 0-og 2$,23 ct -- 1,4.-7,9 tote 0.z 5— 2.,o6 6.ej3 X5.10 2- x:3 ep,r71 23.91 LL — i7°' fbZI 0,25 .2.1-5 C. 25.99 21& o-'T I'I•ni5. 5 --1c1S.-8.j ic2`j ©,ZS 2..Sv 4MS 26.I7— -21'71 0-174, 1,3-'fig --t'M."L g t7 27 0,25' 1? 1 S c, 42,6) 74,7_1 21/8 (9,c e." 12.999 -- "-i-G-1-44 WELL CAPACITY(Gallons Per Foot): 0.75"=0,02; l".0.04; 1.25"=0.06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.68 -164'g TUBING INSIDE DIA.CAPACITY(Gal./Ft.): 1/8"=0,0006; /16"=0,0014; 1/4"=0.0026; 5/16"=0.004; 3/8"=0.006; 1/2"=0.010; 5/8"=0.016 ,,,___SAMPLING DATA / SAMPLING SAMPLED BY(PRINT)/AFFILIATION: S P ER Gbl TURES: `y ECT/JASON COLEMAN/JENNWE'R'1IV1113 RD I. SAMPLING INITIATED AT: j!)I77/ ENDED AT: PUMP OR TUBING MPLE PUMP TUBING DEPTH IN WELL(feet): -LOW RATE(mL per minute): MATERIAL CODE: PE FIELD-FILTERED: Y N FILTER SIZE: _µm FIELD DECONTAMINATION: Y N Filtration Equipment Type: DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED ANALYSIS SAMPLING SAMPLE ID # MATERIAL PRESERVATIVE TOTAL VOL FINAL AND/OR METHOD EQUIPMENT CODE CONTAINERS CODE VOLUME USED ADDED IN FIELD(mW pFI CODE MW-12D I PE 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clear Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; O=Other(Specify) SAMPLING/PURGING APP=After Peristaltic Pump: B=Bailer; BP=Bladder Pump; ESP=Electric Submersible Pump; PP=Peristaltic Pump EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM=Straw Method(Tubing Gravity Drain); VT=Vacuum Trap; 0=Other(Specify) NOTES: 1.The above do not constitute all of the information required by Chapter 62-160,F.A.C. 2.STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS(SEE FS 2212,SECTION 3) nH:±0.2 units Temperature:±0.2°C Specific Conductance: ±5%Dissolved Oxygen:all readings<20%saturation(see Table FS 2200-2);optionally, t mg/L or±10%(whichever is greater)Turbidity:all readings<20 NTU;optionally±5 NTU or-F 10%(whichever is greater) 12 of 13 L' Revision Date: February 1,2004 16136 6 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ❑ CONDUCTIVITY ❑SALINITY ❑ pH ®ORP ❑TURBIDITY ❑RESIDUAL CI ❑ DO ❑ OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased] Standard A 220 mV/ Mettler-- Toledo I Lot#IA 6 rail ('Cc Pr tr9. Standard B Standard C DATE TIME STD STD INSTRUMENT CALIBRATED TYPE SAMPLER (mm/dd/yy) (hr:min) (A,B,C) VALUE RESPONSE %DEV (YES,NO) (INIT,CONT) INITIALS 9/'210-? 1,5-,� 0 2.-2-DD 2-`3 - ,J 4 1114 I: ' \r5 0 -zz.-C--) 2 7-9',--)(226 `' ti cp c 3 109 t\ 2 111-1/ 220 J li ti (sit fc zzeD i •°I _ C .�1 $-lo-0,sioso 4 z-zz, tzo.zizzo `l Z 1-L kt 1330 A- zzo 2t-7. 4 G - `'] l ai�8 IL-11-2- '\ Z20 1(�,41z2,-, tk ( ." al t i/ ITU_ t--- 2 2. ( c. 1 C f i` / "Y -r._ c- /i„ZO 4 Cr Z s t C ---. ,C''' Revision Date: February 1, 2004 0 160 6 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement Form ED 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ❑CONDUCTIVITY ❑SALINITY ❑pH ❑ORP ❑TURBIDITY 0 RESIDUAL CI ®DO ❑ OTHER STANDARDS: (Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased] Standard A DI H2O Standard B Standard C DATE TIME STD - STD INSTRUMENT CALIBRATED TYPE SAMPLER (mm/dd/yy)'. (hr:min) (A B,C) VALUE RESPONSE %DEV (YES,NO) (INIT,CONT) INITIALS L .c _04)-12 rcep f2,-(00 Rt0341 A s Revision Date: February 1, 2004 16p6 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement _.LP Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODELS) YSI 556 MPS INSTRUMENT# FM#1 _ PARAMETER: [check only one] ❑TEMPERATURE ®CONDUCTIVITY ❑ SALINITY 0 pH ❑ORP ❑TURBIDITY ❑ RESIDUAL CI ❑ DO ❑ OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased] j Standard A 100 jS/cm Geotech/11,' 1611 d-- ,I &JI) U'-i4 0/ Standard B 1413 uS/cm Geotech/ t.� '1 illE6'2, /E YY'�9, Standard C 8974 jS/cm Geotech/ i t Ift)(92164 A)167t-- DATE TIME STD STD INSTRUMENT CALIteRATED TYPE SAMPLER (mrn/dd/yy) (hr:min) (A,B,C) VALUE ">" RESPONSE %DEV .:(YES,"NO) '(INIT,CONT) . INITIALS H\tom "75 i i 4 P137/1/-#3 "t 1 J t` A 1X) °0/ ) (0 (A 1 t»\ MI 6 Sci14 816eto 0 ,W- ti 11-ik3 � - w C �r R-Oas 10,33 ‘913 rxt-/r3 m 1 .\ ! ‘1 t' , PD 03 ]00 [ .A e-00% 11sl @ (Lt t3 1 L 0 c 4-\ .3-tu--06 tcnv5 A (e'o e)3 ) tu:- `f T a� 9 13 44173 iyvCA�tiM 13 V 3c r 13z.o 4 cwo ?9 G TS , )14)3 t3�i� C 7---/ glib)Os 1L113 t3 f- 3 rrt0/ ILI( i i.0 i i d c_ 31- �� If c�� ref�� t r'.\ t`3 itibcp f c.... J14 ' iz-o6 e`71e A toe, c;.31 ,, )d() , i. :.7.c t3 741.13 D24,11,913 ' /4.7o A $00 /5'4, C 13 p'i 13 I 3S V e Revision Date: February 1, 2004 C/10 1606 DEP-SOP-001101 FT 1000 General Field Testing and Measurement Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ❑ CONDUCTIVITY 0 SALINITY ❑ pH ❑ ORP ®TURBIDITY ❑ RESIDUAL CI ❑ DO ❑ OTHER STANDARDS: [Specify the type(s)of standards used for calibration, the origin of the standards, the standard values,and the date the standards were prepared or purchased] Standard A 1000 NTU/Primetime/Lot 70353/exp 09/08 Standard B 10 NTU/Primetime/ Lot 70351 /exp. 09/08 Standard C 0.02 NTU/Primetime/Lot 70307/exp 09/08 DATE TIME STD STD INSTRUMENT CALIBRATED TYPE SAMPLER (mm/dd/yy)) (hr.min) (A,B,C) VALUE RESPONSE __%DEV (YES,NO) (NIT,CONT) INITIALS li0/(Fg Ht c fir ( 1) ''(,ta.�- `k 1 c-4 1 313 *68 , 11\9)5' f? l0 RICri C CM) t� „ 0 0.01- 04c___ c_Jr 43-t"Z.-,s .-aGo A s za°.D r ` ©®a T' . c. 13 w o IC V .. 3---c. — v le”; S— A f$ 0)83-1, 5' c 0(.-------. GI Revision Date: February 1, 2004 160 6 DEP-SOP-001/01 FT 1000 General Field Testing and Measurement Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT(MAKE/MODEL#) YSI 556 MPS INSTRUMENT# FM#1 PARAMETER: [check only one] ❑TEMPERATURE ❑ CONDUCTIVITY ❑SALINITY ®pH 0 ORP ❑TURBIDITY ❑ RESIDUAL CI ❑ DO ❑OTHER STANDARDS: [Specify the type(s)of standards used for calibration,the origin of the standards, the standard values,and the date the standards were prepared or purchased] Standard A 4.0./ Geotech/ 104 f AD Q 1q1 A r t0 { Standard B 7.0/Geotech/ I� fl 2S(•°i�O7,2-/&l n1� to Standard C 10.0/Geotech/ 10- --11.11.,i .. bez- 21 DATE TIME STD ' STD " INSTRUMENT CALIBRATED" TYPE ;' SAMPLER (mm/dd/yy)_ (hr:min) (A,B,C) _':VALUE RESPONSE /DEV (YES,NO) (INIT,DONT) INITIALS C!!90 n 1 Q `1,0 3:1 /-"), 0 �i 1 J \ 01 A L\,0 -Iro %1b �k . e_ J ip \- Ps LA.3 Li, o t-1 (.___ 3\--\ 912\1)G: 10110 b m V bast-Ito 1 ,► 11 L\{0 3 ( J40 t 3\-) q171)--3 1521 Ik `i.o H. 1 1 C 11 ,D J`�� 0_ la 9, 1/�c� ray ta+o ' Z.�, 7.e//Zl? cow Ite-- C. 9Z.,? 1330 6 i,.n 7,08 G' g110102 (120 'ID 7..L/it 4 1 )I1 Li, 0 'goo pi, D qi1/0/ i t'A `2 --7,..-) co,t 7 C 314 Gt 11 O i4,(3 t L. J H- K -I. 1 69 -7•ae Ni Z_ -7(---- / ) A 44-0 .-/.0I 13 7.a ee,' yr, , Revision Date: February 1, 2004 /. r a i g 160 Limited Site Assessment Report(LSAR) Lake Trafford Ranch,LLLP CCI Immokalee,Collier County,Florida Environmental Consulting&Technology,Inc. APPENDIX C LABORATORY ANALYSIS REPORTS FTM-08-0754/0100 09/24/08 ia. 1 6 0 6 September 03,2008 Mr.Jeffrey Gould ECT,Inc. 4100 Center Pointe Drive Suite 112 Fort Myers,FL 33916 RE: 0807540100/Pepper Ranch Order No.: F08081109 Dear Mr.Jeffrey Gould: PAS,Inc.received 3 samples on 8/29/2008 11:05:00 AM for the analyses presented in the following report. Analyses are performed with method-required calibration and QA/QC samples whenever applicable. Method performance,which is based on the calibration and QA/QC samples, establishes the validity and certainty of the reported sample results. This data is provided along with the sample results when requested. Thank you for this opportunity to be of service. If you have any questions regarding this data, please feel free to call me at(813)627-0003. Sincerely, Michael F.Valder PH# (813)627-0003 Fax#(813) 627-0582 Cell#(813)340-8100 Project Manager ELAB,Inc. P.O. Box 468 Ormond Beach,FL 32175-0468 THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certification#E83079 Mike Valderi Page 1 of 9 1 60 6 The following acronyms may be utilized within this report: %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms CUP Sample Duplicate LCS Laboratory Control Spike(may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detection Limit MS Matrix Spike(may also be appended with an abbreviation indicating spiking level) MSD Matrix Spike Duplicate(may also be appended with an abbreviation indicating spiking level) P Present PQL Practical Quantitation Limit QCS Alternate source Calibration Verification Standard(may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference SPK Spike TIC Tentatively Identified Compound TNTC Too Numerous To Count Page 2 of 9 0 1606 The following notes may apply to analytical results within this report: Residue(solids) analysis may employ a single, heated drying process of at least 12 hours duration in lieu of employing short, repeated drying cycles, which represents a deviation from the methodology. Because the EPA-recommended holding time for pH, residual chlorine, chloramines and chlorine dioxide is 15 minutes from time of collection, these analyses are routinely performed outside of their EPA-recommended holding time when performed in the laboratory. Analytical results for ammonia analysis, or calculated analytical results depending on ammonia analysis, do not include a sample distillation procedure. A study comparing distilled versus non-distilled analytical results has been performed to document the validity of the analysis without prior distillation,and represents equivalent results for the represented project matrices. Since N-nitrosodiphenylamine decomposes in the GC inlet and cannot be chromatographically resolved from diphenylamine,these compounds are reported as a single analyte in the report. Since m-cresol and p-cresol cannot be chromatographically resolved,these compounds are reported as a single analyte in the report. The following certifications may apply to analytical results within this report: Alabama DEM 41320 Arizona DHS AZ0640 Colorado DPHE FL NELAC Reciprocity Connecticut DPH PH-0216 Florida DOH E83079 Georgia DNR 955 Kentucky DEP 90050 Maine LCP 2006032 Massachusetts DEP M-FL020 Michigan DEQ 9911 Mississippi DOH FL NELAC Reciprocity Nevada EP ELAB FL-00020 New Hampshire DES 295805 New Jersey DEP FL765 New York DOH 11608 Pennsylvania DEP 68-00547 Puerto Rico DOH FL 00020 South Carolina DHEC 96027001 Tennessee DOH 02974 Texas CEO T104704184-05-TX Page 3 of 9 1606 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Case Narrative CLIENT: ECT,Inc. Project: 0807540100/PepperRanch Lab Order: F08081109 I. SAMPLE RECEIVING/CUSTODY The samples were received and processed by the Sample Custody section of the laboratory. There were no significant Iogistics or quality problems unless noted below, II.ANALYTICAL DATA The samples were analyzed according to ELAB Standard Operating Procedures for the methodologies requested. There were no significant logistics or quality problems unless noted below or in the text of the report. III. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. 300.0-CI Trace amounts of the target compound chloride was detected at levels between the PQL and the MDL in the method blank associated with analytical batch R71359A: however,the levels detected were insignificant when compared to the levels detected in the samples associated with this batch. CIO Page 4 of 9 1606 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 03-Sep-08 ' Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW4D Lab Order: F08081109 Collection Date: 8/28/2008 1:55:00 PM Project: 0807540100/Pepper Ranch Sample Description: Lab ID: F08081109-001 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 290 Vx 0.043 1.0 mgIL 2 09/02/08 13:04 R71359A Data V Analyte detected in the associated Method Blank x Value exceeds Maximum Contaminant Level Qualifier Code Key: Page 5 of 9 160 PAS, nc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 03-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample 1D: M W 3 Lab Order: F08081109 Collection Date: 8/28/2008 2:45:00 PM Project: 0807540100/Pepper Ranch Sample Description: Lab ID: F08081109-002 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 23 V 0.021 0.50 mg/L 1 09/02/08 13:19 R71359A Data V Analyte detected in the associated Method Blank x Value exceeds Maximum Contaminant Level Qualifier Code Key: Page 6 of 9 160 6 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 03-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW8D Lab Order: F08081109 Collection Date: 8/28/2008 4:05:00 PM Project: 0807540100/Pepper Ranch Sample Description: Lab ID: F08081109-003 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 160 V 0.043 1.0 mg/L 2 09/02/08 14:38 R71359A Data V Analyte detected in the associated Method Blank x Value exceeds Maximum Contaminant Level Qualifier Code Key: Page 7 of 9 16136 . . E E „ „ „E E E N a a a CL a f W a & d a 0 N n/ M c c m C co IY rn Ir • co c co c h z co :,-i; h c O MM _h N h N h N h N h NO O O O O O O O O O? a > c a > c Q > c > c cr > co o 0 cnCC cn CC X cn L ry o) in CC • — ❑ ❑ 0 0 ❑ up •• a C CC a CC c) U 0 0 E E r E E f E 04 V J .J ....1 — J J .0 .0 L L L cai• i c, iA E.y o = o cp = o co = O O = 4 O o 0 U N 1t O N 0 NP _ 0 N O i--4CV E N E a' N E N E 0, N E 0) E"� rn 3 rn 3 rn 3 m 3 m 3 v1 0a - • 0 a0Qa.)is 0 Q •• -J CO ro am J oica o m in as❑ ❑ 0 m m 0 / a .N Q' 'N N a' ,co 0(D0 •N O O' Ql T W C') N W h Z > W . TWdWT d > W 0) ?. CCco cl= QJ Q ¢ Q > > > Nc'l > 0 > N 0 o `m d a> "Cu J CK J CC J X J ct _J CL m Y rn Y m YTitY Y a` E a. co E a. co E E E co o V) N N N to u cu 'E ? .0 ' O 'ECC ? O .0 j co ,� O co 61) II a a a a a O. CO CO N Cl) Jn I 0I o I a l e I o • O 0 _ O O O O _ O O J O 0 J U W 2 o U W 2 o V W 2 O co W 2 No U 0 2 o 0 o a o 0 N O N p 6 O 6 p m O O Z p Z co Z p Z p ? 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(3- UU [l e 9y Q p§p tw 1 V] O a o[ v 1 ., u T « d Qha,, Alo .4; a .csi pp , x0 .,CaC_ 5 z ,mx" tLl F = z 4. . 35 u i „ w _ _4. ma ii .4. Appop CV 111 w W e g lb E j O o w $ 0 .8 1 , 0. o 8 ` :2 Cg N 6 Sa i C �f o H H ti A sJau,eiuo3;o•oN — ;y O VFl U E – ca ;agoA ii rn u G . a u a .°A .c a pnls. F+ C'J W e O In Up •,/► = Q 41 a .`y , m a o OG W U u n n u u JR/ ..,ung i — '4t 0 y ” . i P. b b q s "( L a V U .. 4. 111 i - `0 3 x 3 3 dwo� a Ofi 3 u n n II 3 n" F. I` I. 'tai <¢ U v a 0 6. 3 F" �" 0 AA, '# kl Ha vs / 7; PO, oo t ° ,,, Wv � A Co' \1/4 O U4m F• ^ !f" E al O 3 E� Q lc.}�� iM lrn A CO `v ►.., oAN Y O s A L1/4 yy s at W p v7 g �4 i 1 (� . 1 w �VCMffl/J `as b u zq, � a 1l vz O. L1 a ��i►. )-4 " It 1, goo c v/ �p l .. .-: ,...iri 'aT ` DD wl N d`1A•� %. C.) 1606 September 04, 2008 Mr.Duane Dungan ECT,Inc. 4100 Center Pointe Drive Suite 112 Fort Myers,FL 33916 RE: 0807540100/Lake Trafford Ranch/Pepper Ra Order No.: F08090067 Dear Mr.Duane Dungan: PAS,Inc.received 5 samples on 9/3/2008 11:10:00 AM for the analyses presented in the following report. Analyses are performed with method-required calibration and QA/QC samples whenever applicable. Method performance,which is based on the calibration and QA/QC samples, establishes the validity and certainty of the reported sample results. This data is provided along with the sample results when requested. Thank you for this opportunity to be of service. If you have any questions regarding this data, please feel free to call me at(813)627-0003. Sincerely, Michael F.Valder PH# (813) 627-0003 Fax#(813)627-0582 Cell#(813) 340-8100 Project Manager ELAB,Inc. P.O. Box 468 Ormond Beach,FL 32175-0468 THIS DOCUMENT MEETS NELAC Mike Valderii µ STANDARDS NELAC Certification#E83079 Page 1 of 11 1606 The following acronyms may be utilized within this report; %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms DUP Sample Duplicate LCS Laboratory Control Spike(may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detection Limit MS Matrix Spike(may also be appended with an abbreviation indicating spiking level) MSD Matrix Spike Duplicate(may also be appended with an abbreviation indicating spiking level) P Present • PQL Practical Quantitation Limit QCS Alternate source Calibration Verification Standard(may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference SPK Spike TIC Tentatively Identified Compound TNTC Too Numerous To Count Page 2 of 11 a 16ti6 The following notes may apply to analytical results within this report: Residue(solids)analysis may employ a single, heated drying process of at least 12 hours duration in lieu of employing short, repeated drying cycles, which represents a deviation from the methodology. Because the EPA-recommended holding time for pH, residual chlorine, chloramines and chlorine dioxide is 15 minutes from time of collection, these analyses are routinely performed outside of their EPA-recommended holding time when performed in the laboratory. Analytical results for ammonia analysis, or calculated analytical results depending on ammonia analysis,do not include a sample distillation procedure. A study comparing distilled versus non-distilled analytical results has been performed to document the validity of the analysis without prior distillation,and represents equivalent results for the represented project matrices. Since N-nitrosodiphenylamine decomposes in the GC inlet and cannot be chromatographically resolved from diphenylamine, these compounds are reported as a single analyte in the report. Since m-cresol and p-cresol cannot be chromatographically resolved,these compounds are reported as a single analyte in the report. The following certifications may apply to analytical results within this report: Alabama DEM 41320 Arizona DHS AZ0640 Colorado DPHE FL NELAC Reciprocity Connecticut DPH PH-0216 Florida DOH E83079 Georgia DNR 955 Kentucky DEP 90050 Maine LCP 2006032 Massachusetts DEP M-FL020 Michigan DEQ 9911 Mississippi DOH FL NELAC Reciprocity Nevada EP ELAB FL-00020 New Hampshire DES 295805 New Jersey DEP FL765 New York DOH 11608 Pennsylvania DEP 68-00547 Puerto Rico DOH FL 00020 South Carolina DHEC 96027001 Tennessee DOH 02974 Texas CEQ 7104704184-05-TX Page 3 of 11 160 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Case Narrative CLIENT: ECT,Inc. Project: 0807540100/Lake Trafford Ranch/Pepper Ranch Lab Order: F08090067 I. SAMPLE RECEIVING/CUSTODY The samples were received and processed by the Sample Custody section of the laboratory. There were no significant logistics or quality problems unless noted below. H.ANALYTICAL DATA The samples were analyzed according to the laboratory's Standard Operating Procedures for the methodologies requested. There were no significant logistics or quality problems unless noted below or in the text of the report. III. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. Page 4 of 11 0 160 PAS, Inc, 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 04-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW-1 Lab Order: F08090067 Collection Date: 9/2/2008 10:55:00 AM Project: 0807540100/Lake Trafford Ranch/Pepper Ranc Sample Description: Lab ID: F08090067-001 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 94 0.043 1.0 mg/L 2 09/03108 14:37 R71397a Page 5 of 11 16136 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 04-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW-2 Lab Order: F08090067 Collection Date: 9/2/2008 10:30:00 AM Project: 0807540100/Lake Trafford Ranch/Pepper Ranc Sample Description: Lab ID: F08090067-002 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 76 0.043 1.0 mg/L 2 09/03/08 15:24 R71397a Page 6 of 11 1606 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 04-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW-5 Lab Order: F08090067 Collection Date: 9/2/2008 12:48:00 PM Project: 0807540100/Lake Trafford Ranch/Pepper Ranc Sample Description: Lab ID: F08090067-003 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 84 0.021 0.50 mg/L 1 09/03/08 15:39 R71397a Page 7 of II 160 6 PAS, Inc, 8 Gast Tower Cr.,Ormond Beach,FL 32174-87 Date: 04-Sep-08 Analytical Report CLIENT: BCT,Inc. Client Sample ID: MW-I 0 Lab Order: F08090067 Collection Date: 9/2/2008 12:13:00 PM Project: 0807540100/Lake Trafford Ranch/Pepper Ranc Sample Description: Lab ID: F08090067-004 Matrix: Groundwater Analyses Result Qual MDL PQL Units OF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: AGO Chloride 100 0.043 1.0 mg/L 2 09/03/08 15:55 R71397a Page 8 of 11 0 1606 6 PAS, Inc. 8 East Tower Cr„Ormond Beach,FL 32174-87 Date: 04-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW-13 Lab Order: F08090067 Collection Date: 9/2/2008 1:23:00 PM Project: 0807540100/Lake Trafford Ranch/Pepper Ranc Sample Description: Lab ID: F08090067-005 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 51 0.021 0.50 mg/L 1 09103/08 16:11 R71397a Page 9 of I I 160 6 _ O E EE N CD CD CC CC CC a a co W 0.- Q. 0 CL 0 N rJ h a: co CC 0- a: m a: 4a WN h n o h- h ° h h h h h N 1 m 07 M r Q) M fr A CO0) fr n el r O r h N h N h N h N h N cfs C c4. z° z m z z m z z z z o Z Z m C o- 0 C 0 L C Cr > C Q ..-- 0 C p' - A o ro ro m ro m 0 N M U) 17 C V) a C K cr In IY to fY • Nu 0 C •' CC C CA C C C a7 ✓ bo .- c E E E o C.)4 E o E o U J J J J J • � C) m �t Co Z Y co x p x en p = "�e o _ 0 0 0 0 _ U N N O N O N O N M E ih E Q) n E M E M E rn T J T .J T J T J 0, J ✓ .C! dj JQj �) 0aj C))• J magi. C) J a o n o o 0 o o o a .U) W 0.� o NU0 0 . nv o ' u Z Ta: m o a Z m o a m o t1 is o CL w o Q To To O co N (o M Ta N (0 > u' > fD t) N N a) N _I fY J C J IOC J I:C J C ��. 61 Y `p) Y a Y 07 Y Q) Y E E E E U) E N o w ui vi 6 vi c) C 6 .0 a) O .0 a) O .F N O .0 a) O a] 3 7 00 > J > O n C j RS Y a a d a 1 0 1 o J. 1 0 1 0 t o co 0 Q N M G p N M G J N M C 0 N M O Q N c.) w 2 o 0 w 2 o V w 2 O U w m o U I j 2 o 0 0 0 0 0 ai o 6 o E o 6o 6 o U C z zm ZC p Z Zp U 0 U U C 0 ..... 0 v)G as � H- H h I- g a Ta a) >0 CO n, a a a a a 0 0 co co co g Y h .J h r C- h ., 4,4 h "'I M N O V) M v) Lci M v) M c O O M N CI C- a) o U N a) GO n, a) V) ti a) fn r, C) ..1 '6 '-d C C J C C `t C C `G C a E a C C] e a 4 n 0 n Q Q p a s v a) E m m m a) E as E c° E w E ro > .a co N m m 4 CD fn N N CD 2 E E SLi � <::: w a m u N N C., vl 0 O o Q "0 CD O O O P .,, U O 00 W w o 0 rn Imn Z O O p O O O VS CO OO o CO CO co co Co 0 0 2 2 a u0. L. U- I Oa 0 0 C] a L. u i. +3 a) p a) a) a) O a a) C) w a) co W m v a) m 47.1 x c) p n a a a a -a 5 a . .� `o E m •o E To o E is o r U P, in U ¢ U in U ¢ 0 in 4 r <n ¢ U rn ¢ A d U .-(7, 1606 H H 0 O re \ ƒ - _ K cn § / g4 [ C \ ?I / r \ ecNo g / / � \ / C.) { / \ \ 5 { a . ) / \ / a) G } # \ CO ( $ \ � Tli / \ / § k __1 \ / ) \ / l— \ ~ 3 \ a, - CI o 0 Q ƒ £ ce - 0 / ,'[ § H. . 5 a E [ ...1 Co ¢co > ( \ \ 0 j \ \ \ \ \ 0b. .. \ \ /) \ Jkl. \ \ 13� \ \\ u a 6 e.,, 1606 .....r . „ . , - ,. , r <tz �^ li Y b V a. d' d _o � s � . .1 .0 F, g ca - A t w v c 2 a o I5 y ., I q O V tY V] H a] a a, u x 7 n y rnn « ga L. LL a „ j I II u ° u m II u 0 0[} IR' U v z b , E. (.1mS,.. r g 'p a a°'i GG P4 " �,, �y a o b 4 , C7 U U �a7 n Ci �„ n a bd41 t N N v abas. to _ .., � ., 0 A 0 a siauieiuoo;o •oN Z H � - >. ci u 'E G 3 B 6 �4b �\ a , (3 a g. i .g aapniST. �\ `1,y ,/AAS at I I",, < E t ,a �ioSPa >< ') A itrV�J > 0 w O (":90 3 ppoi `� 1' .a --' SOW Cn E » x ..; 3Wil' IP.-'' > n . 3` 3 3 •3 ' 0 •+ �y1 ) .Mnii t a !II I m .d o •-C ]1 w 5 . 3 -c H 1,/0 :a 0 4 Q 3 „ 3 3 3 3 hGH r; Cb ( - + A Ch n w 0 o Fi 4 g . . "4 x g® , C 'U g coE ` IF \ • C/1 \Hom'rl ° N. X � rc +v U v.1zGo..m1 a Tk- ..' 1 t .1.” i a _ ] :EdI .. w4.•sw E a u on on wall .. NI M .r In \o Is- ao m o ` 1 _`^*:') t •. r":� ---I^, N P7 .0`; G C '' V7 1 - ad '-' N Na7: C *L�;,J,it, , D September 16, 2008 Mr. Jeffrey Gould. ECT,Inc. 4100 Center Pointe Drive Suite 112 Fort Myers,FL 33916 RE: 08-0754/Lake Trafford Ranch LLLP Order No.: F08090688 Dear Mr.Jeffrey Gould: PAS,Inc. received 5 samples on 9/13/2008 12:05:00 PM for the analyses presented in the following report. Analyses are performed with method-required calibration and QA/QC samples whenever applicable. Method performance,which is based on the calibration and QA/QC samples, establishes the validity and certainty of the reported sample results. This data is provided along with the sample results when requested. Thank you for this opportunity to be of service. If you have any questions regarding this data, please feel free to call me at(813)627-0003. Sincerely, Michael F.Valder PH# (813) 627-0003 Fax#(813) 627-0582 Cell#(813)340-8100 Project Manager FLAB,Inc. P.O. Box 468 Ormond Beach,FL 32175-0468 THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certification#E83079 ceAnalytical L..,WE Page 1 of 11 1 6 The following acronyms may be utilized within this report: %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms DUP Sample Duplicate LCS Laboratory Control Spike(may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detection Limit MS Matrix Spike(may also be appended with an abbreviation indicating spiking level) MSD Matrix Spike Duplicate(may also be appended with an abbreviation indicating spiking level) P Present PQL Practical Quantitation Limit QCS Alternate source Calibration Verification Standard(may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference SPI( Spike TIC Tentatively Identified Compound TNTC Too Numerous To Count Page 2 of 11 0 161i6 The following notes may apply to analytical results within this report: Residue (solids)analysis may employ a single, heated drying process of at least 12 hours duration in lieu of employing short, repeated drying cycles, which represents a deviation from the methodology. Because the EPA-recommended holding time for pH, residual chlorine, chloramines and chlorine dioxide is 15 minutes from time of collection,these analyses are routinely performed outside of their EPA-recommended holding time when performed in the laboratory. Analytical results for ammonia analysis, or calculated analytical results depending on ammonia analysis, do not include a sample distillation procedure. A study comparing distilled versus non-distilled analytical results has been performed to document the validity of the analysis without prior distillation, and represents equivalent results for the represented project matrices. Since N-nitrosodiphenylamine decomposes in,the GC inlet and cannot be chromatographically resolved from diphenylamine, these compounds are reported as a single analyte in the report. Since m-cresol and p-cresol cannot be chromatographically resolved, these compounds are reported as a single analyte in the report. The following certifications may apply to analytical results within this report: Alabama DEM 41320 Arizona DHS AZ0640 Colorado DPHE FL NELAC Reciprocity Connecticut DPH PH-0216 Florida DOH E83079 Georgia DNR 955 Kentucky DEP 90050 Maine LCP 2006032 Massachusetts DEP M-FL020 Michigan DEQ 9911 Mississippi DOH FL NELAC Reciprocity Nevada EP ELAB FL-00020 New Hampshire DES 295805 New Jersey DEP FL765 New York DOH 11608 Pennsylvania DEP 68-00547 Puerto Rico DOH FL 00020 South Carolina DHEC 96027001 Tennessee DOH 02974 Texas CEQ 7104704184-05-TX Page 3 of 11 16U6 PAS, Inc, 8 East Tower Cr.,Ormond Beach,FL 32174-87 Case Narrative CLIENT: ECT,Inc. Project: 08-0754/Lake Trafford Ranch LLLP Lab Order: F08090688 I. SAMPLE RECEIVING/CUSTODY The samples were receivedand processed by the Sample Custody section of the laboratory. There were no significant logistics or quality problems unless noted below. H. ANALYTICAL DATA The samples were analyzed according to the laboratory's Standard Operating Procedures for the methodologies requested. There were no significant logistics or quality problems unless noted below or in the text of the report. III. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. EPA 300.0-Chloride MS/MSD exceeded the method advisory limit biased low for batch R71729B due to matrix interference. Page 4 of 11 0 1636 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 16-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW 12D Lab Order: F08090688 Collection Date: 9/12/2008 10:30:00 AM Project: 08-0754/Lake Trafford Ranch LLLP Sample Description: Lab ID: F08090688-001 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch BD ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 220 0.043 1.0 mg/L 2 09/16/08 03:52 8717298 Data x Value exceeds Maximum Contaminant Level Qualifier —.ode Key: Page 5 of 11 163 6 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 16-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW9 Lab Order: F08090688 Collection Date: 9/12/2008 11:30:00 AM Project: 08-0754/Lake Trafford Ranch LLLP Sample Description: Lab ID: F08090688-002 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 430 x 0.11 2.5 rnglL 5 09/16/08 04:07 R71729B Data x Value exceeds Maximum Contaminant Level Qua Li[icr Code Key: Page 6 of 11 1606 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 16-Sep-08 • Analytical Report CLIENT: ECT,Inc. Client Sample ID: MW l 1 Lab Order: F08090688 Collection Date: 9/12/2008 1:05:00 PM Project: 08-0754/Lake Trafford Ranch LLLP Sample Description: Lab ID: F08090688-003 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch TD ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 120 0.043 1.0 mg/L 2 09/16/08 04:23 R71729B Data x Value exceeds Maximum Contaminant Level Qualifier ';ode Key: Page 7 of 11 1606 PAS, Inc. 8 East Tower Cr.,Ormond Beach,FL 32174-87 Date: 16-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: M W 7 Lab Order: F08090688 Collection Date: 9/12/2008 1:45:00 PM Project: 08-0754/Lake Trafford Ranch LLLP Sample Description: Lab ID: F08090688-004 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 4.7 0.021 0.50 mg/L 1 09/16/08 04:39 R71729B Data x Value exceeds Maximum Contaminant Level Qualifier Code Key: Page 8 of 11 9 1 6 PAS, to c. 8 Last Tower Cr.,Ormond Bench,FL 32174-87 Date: 16-Sep-08 Analytical Report CLIENT: ECT,Inc. Client Sample ID: M W6 Lab Order: F08090688 Collection Date: 9/12/2008 2:45:00 PM Project: 08-0754/Lake Trafford Ranch LLLP Sample Description: Lab ID: F08090688-005 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E=300.0 PrepDate: Analyst: ACO Chloride 29 0.021 0.50 rng/L 1 09/16/08 05:57 R71729C Data x Value exceeds Maximum Contaminant Level Qualifier Code Key; Page 9 of 11 •�",^, 16D 6 • , , .......... , , {,� N J J 0 a 0 J a. o a a a a a co 0 0 0 0 0Nt O 0. 0. a a N CrO N . oaD Oc0, VI CA c No t .e. 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V N �' co co Mti., = ❑ N` Ne.- J N O cocD N 6 t` y N e.. N N 'O C co 7. C) m h a) 0 ti N m ti N UA 7.-._ o y N 6I 0 N N ,y T a Cl. N Q ›-, T a T V QU aU a, O 'U . . Q U OU E 15 E OE tt Rm U) O m ra C - p co u) v co cn v o o Crlh- 0 0 9 0 O U O CA0 0N a. L[1 LL, O 2a N 0 c co g o 0 m m a) [q CO co CO co co co y u0. 2 E E ..J _J a FL Q p a 0 o u co oi; O a; N d m p) d ao N a (1) a) v T . _ 0 o E 74 o E a o E m �° E m o E To o A OU , U g w U a v co U a v 0 0 a U co a U co a ..c- p..‹: Q.)) 16D3 e THIS PAGE INTENTIONALLY LEFT BLANK 160 6 - .„ „._„:,,,,,, Goth Coitnty Coflier County U .& F sh and ildlife Service Conservation Bank Agreement Exhibit K SER CO(,,y CO , ATION O N C. '1 . LLI E R vi- Parks A Recreatio Prresent ano °' - Futureergov.neVconservaticGenerations - +I coiuincoiiier EXHIBIT K 1 6 0 6 Exhibit K Property Assessment and Property Assessment Acknowledgement rt1 6 0 6 THIS PAGE INTENTIONALLY LEFT BLANK 16136 PROPERTY ASSESSMENT and WARRANTY for Pepper Ranch Preserve Conservation Bank L This Proper Assessment and Warranty("Property Assessment")is made as of this day of ker , 20/$, by Collier County, Florida Board of County Commissioners("Property Owner"),for the benefit of the Vero Beach,Florida Field Office of the U.S. Fish and Wildlife Service (Service). The Property Owner acknowledges that this Property Assessment and the statements in it may be conclusively relied upon by the Service in entering into the Conservation Bank Agreement("CBA") for the Pepper Ranch Preserve Conservation Bank. This Property Assessment provides a summary and explanation of each recorded or unrecorded lien or encumbrance on,or interest in,the Bank Property(as defined below), including, without limitation, each exception listed in the Title Report issued by Stewart Title Guaranty Company, on January 17, 2018 (the "Title Report"), covering the Bank Property, as described in Attachments 1 and 2 attached hereto and incorporated by this reference. Specifically,this Property Assessment includes a narrative explaining each lien, encumbrance or other exception to title and the manner in which it may affect the conservation easement to be recorded against the Bank Property (the "Conservation Easement") pursuant to the CBA. The Property Owner covenants,represents and warrants to the Service as follows: 1. The Property Owner is the sole owner in fee simple of certain real property containing approximately 2,512 acres located in Collier County,Florida in Sections 22,26, 27,28, 33,35,Township 46 South,Range 28 East,as legally described in the Title Report. The Property Owner has, and upon the recordation of the Conservation Easement the Property Owner shall have, good,marketable and indefeasible fee simple title to the Bank Property subject only to any exceptions approved in advance of recordation, in writing, by the Service. 2. The Bank Property is available to be burdened by the Conservation Easement for the conservation purposes identified in the Conservation Easement, in accordance with the CBA. 3. The Bank Property includes legal access to and from Pepper Road. C 160 6 4. A true, accurate and complete listing and explanation of each recorded or unrecorded lien or encumbrance on, or possessory or non-possessory interest in, the Bank Property is set forth in Attachment 3 attached to and incorporated by reference in this Property Assessment. Except as disclosed in Attachment 3, there are no outstanding mortgages, liens,encumbrances or other interests in the Bank Property(including,without limitation, mineral interests). Attachment 4, attached hereto and incorporated by reference in this Property Assessment, depicts all relevant and plottable property lines, easements, dedications, etc. on the Bank Property. 5. The Property Owner has no knowledge or notice of any legal or other restrictions upon the use of the Bank Property for conservation purposes, or affecting its Conservation Values,as described in the Conservation Easement,or any other matters that may adversely affect title to the Bank Property or interfere with the establishment of a conservation bank thereon. 6. The Property Owner has not granted any options,or committed or obligated to sell the Bank Property or any portion thereof,except as disclosed in writing to and agreed upon in writing by the Service. 7. The following Appendix and attachments are incorporated by reference in this Property Assessment: a) Attachment 1 —Title Report; b) Attachment 2-Encumbrance Documents; c) Attachment 3—Summary and Explanation of Encumbrances; and d) Attachment 4-Map. 0 1606 PROPERTY OWNER Attest: BOARD OF COUNTY COI SS /ERS OF CRYSTAL K. KIN E,L, CLERK COLLIER CG TY, P/)`• MAL' — By: AAIPAMIt4 Deputy Clerk Attes • to 7'1 man s A SO 11; CHAIRMAN Approved as to i . sufficiency: J"'' ifer A. Belpee,,t.] (� Assistant County '• orney I‘cr C 16136 THIS PAGE INTENTIONALLY LEFT BLANK 1 EXHIBIT K ATTACHMENT 1 16136H ATTACHMENT I -TITLE REPORT 1 160 6 THIS PAGE INTENTIONALLY LEFT BLANK i6D6 stewart title COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, a Texas Corporation (the "Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the Land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company. All liability and obligation under this Commitment shall cease and terminate six (6) months after the Effective Date or when the policy or policies committed for shall issue,whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by an authorized officer of the Company or an agent of the Company. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the Effective Date shown in Schedule A. Countersigned by: LOOLlat.odOtatiti$410L.° 4s.'" "r1). �cP wki; s Matt Morris 1908 3 President and CEO Authorized Countersignature 3 a� `irk Poo,=! *** Stewart Title Company / 4910 North Tamiami Trail,Suite 120 / /Naples,FL 34103 #44/ ' Denise C C.rraux Secretary For purposes of this form the"Stewart Title"logo featured above is the represented logo for the underwriter,Stewart Title Guaranty Company. .-�. Copyright 2006-2009 American Land Title Association. All rights reserved. rNNERRANAMr RICAN The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. LAND IIn[ All other uses are prohibited. Reprinted under license from the American Land Title Association. """"{""„ File No.:01206-64594 ALTA Commitment for Title Insurance(6/17/06)WITH FLORIDA MODIFICATIONS 1 6 CONDITIONS 1. The term mortgage,when used herein,shall include deed of trust,trust deed,or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect,lien,encumbrance,adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof,and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly,but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a)to comply with the requirements hereof, or(b) to eliminate exceptions shown in Schedule B, or(c)to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company whether or not based on negligence arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued will contain the following arbitration clause: Unless prohibited by applicable law,arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association may be demanded if agreed to by both the Company and the Insured at the time of the controversy or claim. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, and service of the Company in connection with its issuance or the breach of a policy provision or other obligation. Arbitration pursuant to this policy and under the Rules in effect on the date the demand for arbitration is made or, at the option of the Insured, the Rules in effect at Date of Policy shall be binding upon the parties. The award may include attorneys'fees only if the laws of the state in which the land is located permit a court to — award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtain from the Company upon request. STEWART TITLE GUARANTY COMPANY All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston,Texas 77252. Copyright 2006-2009 American Land Title Association. All rights reserved. immi The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. ""'crtic"" LAND Tint All other uses are prohibited. Reprinted under license from the American Land Title Association. ALSO;n ION File No.:01206-64594 • f ALTA Commitment for Title Insurance(6/17/06)WITH FLORIDA MODIFICATIONS 0 16116 SCHEDULE A COMMITMENT 1. Effective Date: January 17,2018 at 8:00 A.M. 2. Policy or Policies to be issued: Proposed Amount of Insurance: a. ALTA Owner's Policy(6/17/06)with Florida Modifications To Be Agreed Upon Proposed Insured:TBD Premium: b. ALTA Loan Policy(6/17/06)with Florida Modifications Proposed Insured: Premium: 3. The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4. Title to the Fee Simple estate or interest in the land is at the Effective Date vested in: Collier County, a political subdivision of the State of Florida, by virtue of that certain conveyance recorded in Official Records nook 4425, Page 3280, of the public records of Collier County, Florida; and,by virtue of that certain conveyance recorded in Official Records Book 4425. Page 3298, of the Public Records of Collier County, Florida. 5. The land referred to in this Commitment is described as follows: A parcel of land lying in the East Half(E1/2)of the East Half(E1/2)of the Southwest Quarter(SW1/4)of the Southeast Quarter(SE1/4)of Section 22,Township 46 South, Range 28 East,Collier County, Florida, being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South, Range 28 East,Collier County, Florida;thence run S 88°57'47"W,along the South line of the Southeast Quarter(SE1/4)of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47 W,along the south line of the Southeast Quarter(SE1/4)of said Section 22,for a distance of 330.09 feet;thence run N 00°31'18"W for a distance of 1342.51 feet;thence run N 88°58'31"E for a distance of 330.12 feet;thence run S 00°31'14"E,for a distance of 1342.44 feet to the Point of Beginning;containing 10.17 acres, more or less. AND A parcel of land lying in the Southeast Quarter(SE1/4)of the Southwest Quarter(SW1/4)and the West Half(W1/2) of the Southwest Quarter(SW1/4)of the Southeast Quarter(SE1/4)of Section 22,Township 46 South, Range 28 East, Collier County, Florida,being more particularly described as follows: Commence at the Southeast corner of Section 22,Township 46 South, Range 28 East, Collier County, Florida;thence run S 88°57'47"W,along the south line of the Southeast Quarter(SE1/4)of said Section 22 for a distance of 1980.56 to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W,along the south line of the Southeast Quarter(SE1/4)of said Section 22,for a distance of 660.19 feet to the South Quarter corner of said Section 22;thence run S 88°59'47"W along the south line of the southwest quarter of said Section 22, for a distance Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association. All rights reserved. - The use of this Form is restricted to ALTA licensees and ALTA members In good standing as of the dale of use. nnt[RICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. Ur+t�l5 I 2283A-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 1 S 160 6 of 1321.80 feet;thence run N 00°38'44"W for a distance of 1342.51 feet;thence run N 88°59'17"E,for a distance of 1324.63 feet;thence run N 88°58'31"E, for a distance of 660.24 feet;thence run S 00°31'22" E for a distance of 1342.58 feet to the Point of Beginning;containing 61.13 acres, more or less. AND The Southeast Quarter(SE1/4)of the Southwest Quarter(SW1/4)of Section 26,Township 46 South, Range 28 East, Collier County. Florida; containing 40.38 acres more or less. AND All of Section 28,Township 46 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less. AND The Northwest Quarter(NW1/4)of the Northeast Quarter(NE1/4)of the Northwest Quarter(NW1/4)of Section 35, Township 46 South, Range 28 East, Collier County, Florida; containing 10.09 acres more or less. AND A parcel of land located in a portion of Section 26,Township 46 South, Range 28 East. Collier County, Florida, being more particularly described as follows: The West Half(W1/2)of Section 26,Township 46 South, Range 28 East, Collier County, Florida, less the North 1452.35 feet thereof and less the Southeast Quarter(SE1/4)of the Southwest Quarter(SW1/4)of said Section 26, and less that parcel of land, as described and recorded in Official Records Book 2585 at Page 2735 through 2737, owned by South Florida Water Management District with Tax Folio Number 00052640007; containing 185.91 acres, more or less. AND All of Section 27,Township 46 South, Range 28 East, Collier County, Florida; containing 643.59 acres more or less. AND All of Section 33,Township 46 South, Range 28 East, Collier County, Florida;containing 706.33 acres more or less. AND The East Half(E1/2)of the East Half(E1/2)of the Northwest Quarter(NW1/4);and the Northeast Quarter(NE1/4), less the East 30 feet and the Northerly 30 feet for public road right-of-way per dedication thereof recorded in Plat Book 12, Page 67(known as Pepper Road), Section 35, Township 46 South, Range 28 East, Public Records of Collier County, Florida,less 2.29 acres in the Northeast Quarter(NE1/4)described in Deed recorded in Official Records Book 1834, Page 216; also less the real property described in Quit Claim Deed recorded in Official Records Book 49, Page 4; and in Official Records Book 280, Page 480;and in Official Records Book 282, Page 283;and in Official Records Book 289, Page 910; all of the Public Records of Collier County, Florida; AND The Southwest Quarter(SW1/4)of the Northwest Quarter(NW1/4); and the West Half(W1/2)of the Southeast Quarter(SE1/4)of the Northwest Quarter(NW1/4);and the Southwest Quarter(SW1/4)of the Northeast Quarter (NE1/4)of the Northwest Quarter(NW1/4); and the South Half(S1/2)of the Northwest Quarter(NW1/4)of the Northwest Quarter(NW1/4); and the Northwest Quarter(NW1/4)of the Northwest Quarter(NW1/4)of the Northwest Quarter(NW1/4); and the West Half(W1/2)of the Northeast Quarter(NE1/4)of the Northwest Quarter(NW1/4)of the Northwest Quarter(NW1/4)of Section 35,Township 46 South, Range 28 East, Collier County, Florida;containing 208.83 acres, more or less. Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association.All rights reserved. The use of this Form Is restricted to ALTA licensees and ALTA members in good standing as of the dale of use. AMS RICAN All other uses are prohibited. Reprinted under license from the American Land Tiile Association. 1440 11 t t t Att14.1A1104 2283A-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 2 160 6 . For Company Reference Purposes Only According to insured representation or vesting instrument(s),the street address of the property is: XXXX Pepper Rd., Naples, FL 34142 County: Collier PIN/Tax#: The Company does not represent or insure the above address is accurate. END OF SCHEDULE A LOOkeat-dowegitIOL. Authorized Countersignature Stewart Title Guaranty Company ammo Copyright 2006-2009 American Land Title Association.All rights reserved. AMERICAN The use of this Form is restricted to ALTA licensees and ALTA members In good standing as of the date of use. t.+N ii i i r It ---� All other uses are prohibited. Reprinted under license from the American Land Tide Association. AVM. n�iN 2283A-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 3 S 1 6 U 6 SCHEDULE B-I COMMITMENT Requirements: A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. 1. Special Warranty Deed from corporate record title owner to proposed insured owner. 2. Obtain for file a Corporate Resolution showing the authority of appropriate officers of a corporation to execute conveyance instrument(s)and attesting that the property to be conveyed is not all or substantially all of the assets of the corporation. 3. Obtain for file a statement from the Secretary of State's office in the State of corporation's charter that corporation is in good standing with names of current officers and showing actual date of incorporation to be prior to date of acquisition of subject property. 4. The name or names of the proposed insured under the policy must be furnished and this commitment is subject to such further exceptions and/or requirements as may then be deemed necessary. 5. Closing Media to ascertain that there are no outstanding assessments due to City of Naples and Collier County. 6. Proof satisfactory to the Company that all improvements on subject property have been completed more than 90 days. 7. Obtain for file a Non-Foreign Affidavit and Solicitation for seller's taxpayer identification number, in compliance with I.R.S. Code 1445 and 6045(e)requirements. 8. Obtain tax proration agreement from record title owner and proposed insured for payment of 2018 Property taxes. NOTE:A Judgment Search has been done and there are no outstanding judgments or Tax Liens recorded against proposed insured owner as of the date of this commitment. B. Affidavit from the seller and borrower stating: 1. That there are no matters pending against them that could give rise to a lien that would attach to the subject property between the effective date of the Commitment and the recording of instruments giving rise to the interest to be insured. 2. That the affiants have not executed and will not execute any instruments that would adversely affect the title to the subject property or the lien of any mortgage to be insured pursuant to the Commitment. 3. A sample form of this affidavit is available upon request. C. The closing funds pertaining to the transaction must be disbursed by or at the direction of the insuror or its agent. D. An updated title examination, commencing as of the effective date of this Commitment, which shall be performed Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMERICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. LAND TITLE Aisacuiin+ 228381-File No.01206-64594 ALTA Commitment for Title Insurance(6117106) Page 1 �.J 1606 at or shortly prior to the closing of the transaction, should not reveal any title defects or other adverse matters appearing should be disposed of prior to closing to the satisfaction of the insuror or its agent. Copyright 2006-2009 American Land Title Association. All rights reserved. AMERICAN The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. IAN o TITLE .r, Alt other uses are prohibited. Reprinted under license from the American Land Title Association. Af H-IATIOH 2283BI-File No.01206-64594 ALTA Commitment for Title Insurance(6117/06) Page 2 1606 SCHEDULE B-II COMMITMENT Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Standard Exceptions: a. Rights or claims of parties in possession not shown by the public records. b. Easements, or claims of easements, not shown by the public records. c. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises. d. Any lien,or right to a lien, for services, labor, or material hereto or hereafter furnished, imposed by law and not shown by the public records. e. Any adverse ownership claim by the State of Florida by right of sovereignty to any portion of the lands insured hereunder, including submerged, filled, and artificially exposed lands and lands accreted to such lands. Special Exceptions: 3. Taxes for the year 2018 and subsequent years,which are not yet due and payable. 4. Any lien arising under Chapter 159, Florida Statutes, in favor of any city, town,village or port authority for unpaid service charges for service by any water system, sewer system or gas system servicing the lands described herein. 5. Easement in favor of"Trafford Oaks",a Partnership, contained in instrument recorded in Official Records Book 907. Page 1383,of the Public Records of Collier County, Florida. 6. Easement in favor of Turner Corporation, contained in instrument recorded in Official Records Book 1219. Page 1113, of the Public Records of Collier County, Florida. 7. Resolution recorded in Official Records Book 4089..page 3509, of the Public Records of Collier County, Florida. 8. Stewardship Easement Agreement recorded in Official Records Book 4089, Page 3837, of the Public Records of Collier County, Florida. 9. Stewardship Sending Area Memorandum recorded in Official Records Book 4089, page 3511, of the Public Records of Collier County, Florida. 10. All matters shown on the Plat of Pepper Road Right of Way recorded in Plat Book 12, Page 2670, of the Public Records of Collier County, Florida. 11. Easement in favor of Collier County contained in the instrument recorded in Official Records Book 49. Page 147, of the Public Records of Collier County, Florida. 12. Easement for boat landing in favor of the State of Florida contained in the instrument recorded in Official Records Book 157, Page 437, of the Public Records of Collier County, Florida. 13. Lease Agreement for dead pine stumps and top wood recorded in Official Records Book 170, Page 731,of the Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association.All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the dale of use. AMERICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. lAN o n rtt A441N!MON 2283811-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 1 1 6 0 6 Public Records of Collier County, Florida,along with Quit Claim of Rights as recorded in Official Records Book 371,page 403, of the Public Records of Collier County, Florida. 14. Easement in favor of Turner Corporation contained in instrument recorded in Official Records Book 1219.Page 1118,of the Public Records of Collier County, Florida. 15. Subject to mineral,oil, gas and casinghead gas reservation in Warranty Deed from Turner Corporation to Rex Properties, Inc., recorded in Official Records Book 1219, page 1107, et seq.,of the Public Records of Collier County, Florida. 16. Surface Agreement recorded in Official Records Book 1191. page 1114(as released for some lands in Official Records Book 4394. page 578), of the Public Records of Collier County, Florida. 17. Oil,Gas&Mineral Lease recorded in Official Records Book 1062. Page 1114, (as released for some lands in Official Records Book 3557.page 3585),of the Public Records of Collier County, Florida, as assigned and amended. 18. Oil, Gas& Mineral Lease recorded in Official Records Book 1062,page 1117(as released for some lands in Official Records Book 3557. page 3585),of the Public Records of Collier County, Florida, as assigned and amended. 19. Access Easement recorded in Official Records Book 4425, Page 3258, of the Public Records of Collier County, Florida. 20. Access Easement recorded in Official Records Book 4425. Page 3263,of the Public Records of Collier County, Florida. 21. Access Easement recorded in Official Records Book 4425, Page 3302, of the Public Records of Collier County, Florida. 22. Unrecorded Lease Agreement between Lake Trafford Ranch, LLLP(Lessee)and Collier County(Lessor)dated February 28,2009. 23. Oil, gas and mineral reservations, together with the right of entry, in Exhibit"C"the"Reserved Mineral Estate"and the terms and conditions related thereto, reservation all rights,benefits, revenues and entitlements as to leases described in Exhibit"D" and also the retention of Stewardship Sending Area Credits,all as set forth and contained in Warranty Deed from Lake Trafford Ranch, LLLP, a Florida limited liability limited partnership to Collier County, a political subdivision of the State of Florida recorded 02/06/2009 in Official Records Book 4425. Page 3280, of the Public Records of Collier County, Florida. 24. Access Easement granted to Florida Department of Environmental Protection,as more fully set forth in the document recorded in Official Records Book 4687. Page 1389,of the Public Records of Collier County, Florida. 25. Declaration of Restrictive Covenants by Collier County and the Florida Department of Environmental Protection recorded in Official Records Book 4694.Page 2608, of the Public Records of Collier County, Florida. 26. Right of Entry granted to Florida Department of Environmental Protection,as more fully set forth in the document recorded in Official Records Book 4855.Page 901,of the Public Records of Collier County, Florida. 27. Right of Entry granted to Southwest Florida Research and Education Center, University of Florida Institute of Food and Agricultural Sciences, as more fully set forth in the document recorded in Official Records Book 5173. Page 2077,of the Public Records of Collier County, Florida. 28. Rights of tenants under any unrecorded leases. Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association.AU rights reserved. AMERICAN IAN!)The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. N L lltE At other uses are prohibited. Reprinted under license from the American Land Title Association. eiiiKuioa 2283811-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 2 G'E� 1613 6 29. This policy does not insure any portion of the insured parcels lying waterward of the ordinary high water mark of Lake Trafford. 30. Riparian and littoral rights are not insured under this policy. 31. Any adverse ownership claim by the State of Florida by right of sovereignty to any portion of the lands insured hereunder, including submerged,filled and artificially exposed lands accreted to such lands. 32. NOTE:The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00052360002, show a gross amount of$0.00. 33. NOTE:The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00053000002, show a gross amount of$0.00. 34. NOTE:The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00052960004, show a gross amount of$0.00. 35. NOTE:The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00053200006, show a gross amount of$0.00. 36. NOTE:The following is for informational purposes only and is provided without any assurance or guarantee. Taxes and assessments for the year 2017 under Tax I.D. Number 00053840000, show a gross amount of$0.00. "0"is, Stewart Title Guaranty Company Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good Mending as of the date of use. AMI RICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. iAN'Hitt AM1M1,H 1\LION 2283BII-File No.01206-64594 ALTA Commitment for Title Insurance(6/17/06) Page 3 1:(3* EXHIBIT K ATTACHMENT 2 1606 ATTACHMENT 2-ENCUMBRANCE DOCUMENTS 160 6 ...... THIS PAGE INTENTIONALLY LEFT BLANK OR Book 49 Page 147 16O6 1 f ........ .a 4•f:.r . ,,,.., .��-.:f.w' .'yip-.'•,•.., `,.3 y.,f,:.•r,E,:,,....re , i %. .: ,, ,,,...,„.:„:„.4„,,,,,..,....:. „,.....,f.`.• :,150$41,;; '•' \ . ' '• "'''''. ' 1 I . - niwisMimetII f. mid*this /Pr_day of .Iry 4.y list. • bstvrssis;lt>IED: ll$. INC., a csrporatian under Um Laws of the State Of nataa. haying its priaci?ai place of business at?naafi, Florida. party of ,,;s, the first port, and COLLIER COUNTY. a political subdivision of the State of I• • Florida, whoa* address is Everglades, Florida, party of the second part, s V fellTNE$BETHt That the party of the first pert, for and in consider- LI :ratioa of$1,00 and other valuable consideration, to it in hand paid by the party , - rysic of the second part, receipt of which le hereby acknowledged, have granted, '.$:,.. ' remised and quit-claimed unto the party of the seccnd part, its successors and assigns, a perpetual easement and right of way for the purpose of clearing, . excavating, constructing and maintaining outfall and drainage ditches and drains in, upon and through the following described land, situate, lying and •• being in Collier County, Florida, to-wit: I The north 40 feet of the south 266.28 feet of the �+ Si of the NE*of Section 35, Township 46 South, Range 28 East, Tallahassee Meridian, Collier County, Florida, lying east of Lake Trafford, The party of the first part herein expressly reserves unto itself, its successors and assigns, a reversion in said described property upon the condition subsequent • that in the event the land is not used for the purposes herein described, it will immediately revert to the party of the first part, its successors and assigns, without the necessity for the party of the first part to enter and take possession • thereof, IN WITNESS WHEREOF, the party of the first part has caused these ' presents to be executed in its name, its corporate seal affixed, by its proper officers thereunto duly authorised, the day and year first abdve written. • ATTE , t REX PROPERT —, INC. _ .I!.. , / HY: l.G.s , rJ(.�n.��.it�'`�.t ] s IN •RESE/, CE t / _ J.:...;.�� C317113Z" ; . 0 Order:01206-64684 Page 1 or 2 Requested By:guy.thomas,Printed:1/2212018 6:39 PM Doc:FLCOLL:49-00147 .•,.. , 1606 . . . . , .... . ... . .... , . . .. ..., tk,. _...._ l .:- i�' 40 p* 48 • STATE OF FLORIDA) . COUNTY OF DADE ) I HEREBY CERTIFY that on this day before me, an officer duly authorised in the State and County aforesaid to take acknowledgements, personally appeared FRANK J. PEPPER, SR. AND FRANK J. PEPPER, JR. well known to me to be the PRESIDENT and SECRETARY respectively of the corporation named as first party in the foregoing instrument, and that they • severally acknowledged executing the same in the presence of two subscribing r witnesses freely and voluntarily under authority duly vested in them by said corporation and that the seal affixed thereto is the true corporate seal of said corporation. . • WITNESS my hand and official real in the County and State lest essaid, this /jam day of /V a_y , 1959. 1. ;'1 C. SEAL) /awl/,W et/, fahcGL�. ' s •: 7' ' S' Ro[ary lsitbihc, State of Florida of Lltrga .r'.,0 ` •w^ My cor•.amtesien expires; • ?'t • +F ;. Notary Public,Stele et flatda et Moo. I My CommWbn wires Sept.26,1980. • • • ' ' 'k'iT/7t 6Vr.O iDA,COUryOcctLlf •�wjjti .,41J�rQr,"•••••,'�� liMiD Pon'st nD TM OP : , '4• 4..; fi ': _ n .• ..14J....MD BLcoAD myna% . 00t-tJS,,. :-, , '* / . ,; ;;;;,' is ! . ''r ,1 ry•: • ii { • ;i c. �:aAtR''�k��ra;'.tsj ,J.tf�1 •'ri• ti'' •�� '1'I/t•?,' !f l'.�' 'f• r, ' • .1. �,1,f.,.,f, r ,it. .\ a,�'',4" :„t�, •Lr•b ,.•..,.,..!!..,:*:',:.7f1„'.!).:, •r.::;. 1 s'•:! .1, ..,.f'° ,..,,•71r i .. ;x IS:?LTAO., .. . ., t• 1.t,' ',:::':'.,?'i' .. ;.n,.+ ,y''`'"/.:.).-`,..;/::::,.-... 1,,,. }.`, r:••.:1+.:1.1.,'• •,• . '-f 'f'Lst 'TiCSS6' .,, 'ij4},1 :11/,'••L t rii. . 'j`4�,`r3 ::% ;.,..,. '• y*' kir., .i'; r' £.Srttz.9I. ,, i. ..• r 1i s� 1 Order.01206-64594 Page 2 of 2 Requested By:guy.thomas,Printed:1/22!2018 5:39 PM �/ Doc:FLCOLL:49-00147 OR Book 157 Page 437 16 13 6 , • , . . . , • ,. 1::_......._ . . ... . • , . .. . . . .:..„• . ,......, . ... . . . . i , .- .,.A .' • - _• . .. , . . ., .• . .. . • 1 . . i • • --- '"\'''-' • I* A•,-i.•'%..•.-..:?.•.:,,-'::.;-5.*.-:.....,-...-.;-...1•%1•:•-',...•-,.:••...-,.,.,:',.,.,!.?:,.•.-'•.‘1.•`.::.•4?,.-iA•:a:..:..- . ; . • ., ,, . ... o, i.. .,, v,., ;,. .y.:..,s,;st•.:,A1„,,,,,t,..,..K:,!:,:f.i'•'-'- 4g157,Eg' t 437';:-:..:-.'---','•:''*,'•''•..?.'0•V'.1•-?:t'v,••.?•.'D,i.'e'.'e.'''v;...4,!.t..';.I:e,V:-"f,l‘;l-'k,•4A,.•.•,,',•' ;••.'• .• ' ...'-tsl'?Pii.ftegtfri,A 10/....',.....:1'%...'..,.;.:',..i. .4.1.:•••(.i. .,Ve,::‘......3..f;•••..:', — • • '''•,',...'•if w-.400. ' .• •s. • • ,......-- .::.,......,.-r,-.-,1. .....•• .- . , ,•::-,v,t,.t....s.. _ Ti. .iv. • • , : .-,,....7,..;•/•.,:•..,....:,.-,-.;.-.....- .,. . • i 41I-.• :'.' ,,-... VI,Z 16 • ,- •.. •. . "... :,,•••:.,.hortisify ..:. . 1,•011,0ii ' -..,.-',:!,.•;;:.,7•,..,•.,-,.. i ..k. .. . .•‘...ik , •IY4e2,...."::1.464,1}N,Ntill", :• ' -'' -t . ;,..,-:•!.';••:•.'• t• ,... ' . • -...,,:,.., .t -. r- eirtr1%-,-;t‘tat,y• . : ma 110tUTURN mada,thit,10cW day of Do ober, A.D.t 1963 betvoen• ....y,•:,.::• . . ' .4+,,,_,,,„„„7„,,__ths,S1,1171 oL2ounty.Cohninslonami of.Collier County an the first party(itto), : ::';:t*.• • : .s• , . . : .the'State of FrO^RIATI78F,14tirtfrilltettennTit-of-the:State . ...•-• • . • r•"") . ..1 - , • , Trash Water Commioaton of Florida,'ex the wood party, • to . WITNESSERI That the first party(lea) in conuideration of iho num ..s. • , 4.t . • of Ono pollur and other valuablo oonsidoraliona paid, the receipt of which Le '7''''.• hereby aohnowledgetit herebi liait:1*!bargain, and nail unto the atleond party, t•;. - I• ; , .1. ito euoc0000ro And nenignec anModepo hoaemont and right of way for the purp000 , r of conotruoting, uning, Maintaining, A public boat launching ramp and accents ' ...• ''.... . area and other allied U.a40 pertaining thereto with full rights of increao and .k..;. ' , ::'. ' ••• egreoo to the paid property. herein*deacribed in Collier County, Florida, to vitt I ...-. . • pt.. Commencit4 It the Eset 1/4 Corner of Section 35, Townohip 46 South, 7 • . : -...:::11,.!•;V: '..;:''; Range.28 Saatil'allahneees Moridion, Collier County, Florida, ,s thence N 00"47•4r," V along the Soot line of said Section 35, 180,00 , . . Cent to a Pointl therm, S 89.12'15" W 1250.00 feat to TEE ?SIM or' • ! . . • . . BEGINNING1 thence continuing S 89.12'15" W 125.00 foot to a Point; --... • thence 8 00.47'45" E 75.00/eat more or,loan to tho shoreline of ' l' ''''.-:-..**,-',-r:s•:'-'4 • saffordt thence Southmeaterli along acid ohoreline 135.00 ":- . • foot more or less to a Paint, which Point ie 125.00 foot • ....!% ";. ::• . S 00•47'45" E of TEE POINT OF SEGINNINO; thence N 00.42145". V • . i•, ..• t • • 125.00 feet more or Iona to TIM POINT OT DEGINNING. Containing ...,, . .... *...:.•,' • . . . ' . ' .. ..„. • . ' ' 0.29 Aorta, more or lean. . . . . :-.': :',':.::. • Together with.it right of way or road ouitablo for wthioulor travel %: . , not to 'mooed 20 feet in width, beginning at that certain public launching **:. ,Area deaoribed ahem,. Thence via the ehorteat and/or moat practical route en . . . ... ' '. • ---. detormined by both partiect,to the neareot right of way boundary of that certain • •. •• . ..• • Y' •, road or highway doscribed Oa follows • . •t • .... , ...**;•:•;: .'. . Commonctheing at .East 1/4 corner of Section 35, Tovnahip 46 South, -* 1 . . . . , , '• .t. . Range 28 Emit, Tallahaaae* Meridian, Collier County, Florida, thence % • r''''' . k*- -..:N C0647145" Valong the East line of adid Section 35, 200.00 feet .• - .- . ii. to THE POINT Or MINHIRO; thence $ 89'12.15"w 1373.00 feet to a• Point; henCe 8 00,471'4.5"S 20.00 feet to a Point; thoneh N 89'12'15"E • .-:..- "XS::,':.:,';' '` .• • . - • 1373.00 feet to a Paint on acid Scat line; thence N 00.47,45"V along '-,' .-;:.:.•••:.' paid Sant lin, to INE POINT CT =INNING. Containing 0.63 Atm eoro * '4,:. . , or lesa. . . . . •t . ',... .,'••1*,';i:FX:4•• . The purpose of thia easement it, for the conatruotion, use, maintenance '' ''•"..7f...**,,:i5:1,.. t:L,..: ! il,,.• , ,•••:::••;:i...r • and operation of a public boat launching reap by the STATE or FLORIDA* and to •'*"...:2?..Y .'• . :4-. provide &ocean thereto for the general public. :„...... • ' •• G".i'••:'...,N* S.*e.::2:* • In the *went of abandonment by the STATS of the above property as a :ye:"..::: -•* , boat launching site, th**lasenent rights hereby granted ahall Odle, and revert ' • 0.1,,•:,../c - '•,"1":-•--,.?" - ...,!:-•:; •:.'.'" vf.-., ,. ...: ... to the party of the firat part, fro* and clear of any right, title, or interest .,,,:.;,• of tho part;of tha aerl'ond part. ' Vq,,.-I': . • ?':.....',. .'.... tee . , .''.,•::::'%':;* •' . - .,.;ir—.::'.%s; .- -..- .,• . • -. • • . . . .• .. . . 5...1?..'44.1'.!2;::f•,.,..,• . .. ,....,,---,.._.; ,:... ...--. . . . . . ., . . . . . . • . - , •- . . . .. -.. ,. .........,.( • . • . - -.• . " . . • • " • '• l• l• ".. 1 6 0 6 ..... ,,.....„.„....... .:„__:_7 . ...,... ... t:.......,..-7.-7"--7-----7-'77- ---7--,' • • •.. . . •'..n`•,-4.',..5: . . . „..... , , ,.-/••.,':••:r , . . . • ,. , • - . .. . • ' • ‘‘..•...,f': • , ... op, , . • • . . , i..,..'3 • . . .. ,. , . ...,. _ . ...„.. • . .•....1*-: . •ott'''.115(it7J.:••.'.•:•.1;:.,`,,:-.7--:'.'...••••;.\-.•:-.••' :" s.t.„gii,..:...*•••...•;,,,I,:f,„%feti: '':,..;',:i::'•e;'?•:•i=:-.,;';',..','.••'.:•;*•: ''• •' •, l••".2":•.•":.-'.-!•'),•:::'; • • ., •;-•• : •. ,•••• . . • i•-..i al: -••••-•• -•••.'.• .:-•• • ,,•! =,•;•.'''',.\•:::".•:-.>-'7-1',.. ..f.;...;•'-;#5.!.7'):::.''-••••\:••—,'• - . • 1.''''..'• '' •••••..., ' , . ..,,, . • il'itt'.E.:44:2--,-;•.---:....',-.,.. ' 'VV. ''''i''e'*-:••':' -• • ' : ,Rig157-fw 438 -:•-•-•: - :-.7.-27- --7---!-------- ---:- '- ' . . . .g....1„:..., , . •r-. . :lipo •r•,;,---.. -••••••- - •:• , • .. .. .. . , . , ..... . .. . . .. . • -.....--;4T:: :f.;:18::i'W•:.. . ' , . ' • . • • . . . , . . ,7.,:,-,-.,• TO SAYS'AliD TO nom. t0 name untv tht seeond Pot , ito auceeelora • ;A:t6U; • . ..,,i&kly.,.:."(s, .. ' .and assigner, 'together with imerutity Unto the bound party, its auccesoora or • '•.*''.7.5n •••••••• - •./..1:6,2r:•' i"•:,.,-.",:.•',: •,••• 'magnet, from all elielma for decoage, if any, arising from•or growing out of .et..*: r.,. ., suoh oortatruction.anclior eraintenonoe to the Lode, if any, owned by the first # , . . . party, lying adjaeent or contiguous to the lands hereinabove,dancribod and the .,...•••••••:1O'''.1/,'.. .; eor,441„,..„,..,..,.„,,,,,porty,,q.the.fire t.part..will defend the title to said Under Against,all portions ..-01'...": ••••••••4'.C, . 1.4 ;,..,..„::.•,_ --- . claiming by, . , 1.:1;:.',..,,,• III urrniss W1LDSZOP, the firet party(iee) has (flower) hereunto cot ' . '•'1,74' , • .. '1.4At:. . 4 • our'hand(e) and seal(e) thie 10th day of December. A.D., 1953. . . .. . . • '.,....*"‘ . .:•,71Y,7 : : %':, ,'.•..:.:',-.::, .. • ' . Signed, eerded and deliwared . , . • ' in the presence of, - .., •'',''Sq% • f•••••.:i......::' .. ' • II' /.f, ' e.''' ...,.... • --c' - .-(..- • •wre mon ' ..e. •4,.:1;•,(.. .';''....,';'e,;e . ... • .445 . • li. -.••1!••,'.• -. . ' C-24•42-....af.. 44"ae.,.,_?". ---.------------,-- • , '',T:'.. .:' ' ' .• . ,. ... • . ':"... • • .-....,... .................... . • . ($003.) :•••••••••'!:..i . ''.....1.:..z.- ... ' . • ' .... qii? ' Z•Vi•'-- . • . • , , sTArs or FLORIDA . • . . . ,. )11? • . •.' ..-..-...,e COUNTY SY MUSS • ' ' , . . •:',-..e • , , . ..fr-A... . . . , ;- •. i 1 Bofors me, the'underaigned authority, this day bornonally appeared ,,,„1„,,Z.2211/2.4401:14/4.jagcount In. . l',.*.. .i..,71: to me well known and known to re.to be the individdal(a) deneribed In And who . . c; :•,. ..., executed the foregoing instrument and who eowerally acknowledged to and before •,.. • • ,, .. .,, . ea that d said instrument for the purp000n therein exproosed. •.... ... '.'r • IN VITASS WHEREOF, I hare hereunto cot my }wind and r..1.- .V.;..1:, '. • . . . ... • . official seal thie loa 4aytot December *.D., 1963, ,.., k ' ' .- '. ' • 'Z .!.,.' , , ' i'.i.j-!-.5--,?,... . . • H.,), coromieeion expire's: • :. . ,i;(.;,:i..,,rg'.• .- 1,:,,,i.,-;,-.., hawy 1.'1,1c 1.,t/t it 100.1:11 AA Wk.! . .. ,•-2, ., ).., i ...-- , ., . ': ..:- , ,,,,,* . .. i :+. 4.1,-.,tiel=',.<2..f.,-. ' '11 U:rT."...?!.'.1.t":".611,'C'`;, ' ••• ' t* r-Leff C ••• . • •. • :, otary .e,in an ) or t o ounty .end State nforenntS' ' - . . • .i.4:...: t . '••. ..:.k.,''..... h..,:.?,..1 , • ' • . '7, 's• ' • • . . .... :. .....H....... '. ' ,...• : :2%*•:;t .4i.::::....,.......‘ ,..„. • 4,4.;.., . . . . ..... .. • .A*14.,..t'rj..'. - .. : . •• .,,,, ',,,.4 , .. ;. , • • . lig "Vit141•,F. " ''. ' .%--. ,• • • . .. . . f ar4:14.r.''-''•;.V • '; ' ., •• . . ''.:4.• . I464.trii`..4';•.' .•. : 0 i .. .• .. , ' ...........amt./4,•••••••• 1.44, • . -.• , e COtialicabrri.11.0.... . ' . . • • :•,,./4:::•-...•,......k,.„,-•••••,..;•••,.....,,......,.. .: ,..%.3.:f....;:t..-',..,*.;..'..• • • . •le.... ..-,--..-,;,-,_.,,.../..-qii• ,:•-;'•.:-/." -•. .'••••••-• . . • - ••• - •004.ztro.K04. 3,-‘31,41'4k..•(•- .4,-weldaiii:•:. .i.4.;.:•,;,'..!:•' .:.:•;-;:,..:,....,..,. •• .• . :....:.• ....- -,-.,t..• -,. 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Groton,':resppeetiValy, of Lee Tidewater Cypress • It,.• ryp�M'►raij{ v lien or C. turner Umbar Com ani rppr.- 4 , ,I,t, •.at•.,, .,�;�i ien;toned in the foregoing instrument'+tined blown to - ' x y t,, t�.> ae to bo`'the'persona Who as such offiosi�'s•of said +i I.4.4•:-;', ,^ , • � oorporatl.on executed the same and-then'and''thero'th >t �.r y + "« ieireIa111F adknoidadged?tb!and ibet ori;xri'that"said..in14111_1ritr i ii'� 'strument is the`fres sat rpbratiort *, ...4:44,4:44,A441,,,, anq:doad'of aald'oo a « t ,'4 by then respectively exeotted'pa auoh officers for the • . ` a ; lr •�sS'�++t t<i'']1 '➢ase'"bh•rein'expressed' and that.the.2011 Chore t_ ...a i " ,t ru r� unto„attached is ita:'corporate seal.by then in like• ` t ` : ,i' s ",�4`' > [.,aapb dt77 itfixsdi`atl,widsr authority•in, d ''. c�. • , f 4'. y.;bi. �'•R'/:1-L�•the,7eoara'or Dir.atera of-said'oa r.'• ,. urY� . • I - ' • $h .r, >y'iw'A t hh4,.• • -, n•r..""44. ;M,6y.rr.s.. �. :,r•'%.`. :� e :y ?xr`;klags;r-••,ice;• VIT USS aq•'hitt',and offioialt;aea7`thiri`lz41 r, u .y�, •., •A to t N-ot Ap »«:. i .' ..•.am '� ! t; ••"i` • �s; { .. 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't}r-;F;I�r''C:iCi•Yr'ti'}T!;Qirt.:^'S( •,i ,.k,,, • r .... _ CA0 160 6 THIS PAGE INTENTIONALLY LEFT BLANK OR Book 907 Page 1383 1 6 0 6 1 1 N I, ' ON RS7 O.R.907 PG 1393 1 REC /J 14 DOG-;l,.y,/� PRIVATE WEf1ENT FOR Rohn RIGHT-OF-WAY INT.- --- _. -i- - _.—. . I • This. Easement Grant made this Wday of January; ig"e, by , and between the Grantors heroin, ilex Properties, Inc., a f 11„ida corporation and Bernice R. Pepper, a w4Iow'and the grantues herein "Trafford Oaks", a partnership with the following named persons :,aving an endiviled interest therein in thn following amounts: N.. L. Crawford, Sr. - 1/4 , , ...Jim H. Hoe.y - 1/4 Sam E. Heath - 1/4 . J. Edwin English - '/S Gerald W. 'Crawford - 1!6 Grantors in consideration of 510.00 and other good and valuable considerations, paid by the Gr,a.ntees, rt:r'ipt co' which is hereby • acknowledged, have granted, bargained. and sold to the Grantees, their Successor's and assigns,-: right-of-way .,act easement far the ("_poses of a private road right-of-v' .,ver the sixty foot roadway . E easement of the fnllc"ing describou property, to wit: The North 60 feet of the NE 1/4 'of the NE 1/4 of the NW 1/4 and the N.,_ch 60 feet of the 'West'3/4 of the North 1/2 of the NW 1/4 of the • NW 1/4 of Section 35, Township 46,• Range 28, Collier County, 'Florida. • . and The North 60 feet of the E 1/2 of thc. NE 1'. �- of the NW 1/4 of the NW 1/4 and the North 6u , ° feet of NW 1/4 of the NE 1/4 of'the NW 1/4 '' of Section 35. Township 46, Range 28, Collier • 1-_,J County, Florida. and `-' Commence at the NW corner of the NE 1/4 of • . • S -1.,_" . Section 35, Township 46, Range 28 for the -.4.. 47.• P.0.0.,, thenea'easterly along the North line ' of said Section 35.a distance-of 175', thence . - South aed parallel with the Wept line of the NE 1/4 of Section 35, a distance of 30', thence southwesterly to a int.on 'the '•'^st line of the NE 1/4 of Section 35 which is 60' South ' •Of'the NW corner of the NE 1/4,, thence no.:herly along the West line of the NE 1/4 of Section 35, ' , a distance of'60' to the P.O.A. • The intention of this easement is to ..,.,.:ey a•private right- • of-way for- the benefit of the Grantees'and the Grantors herein. • 'hr' above ^d foregoing easement is subject nevertheless to the following limitations and conditions, to wit: A. The Grantors herein'specifically reserve S the reversionary-rights to the 60 foot easement mentioned above in the event ' the easement is not .utilized for a period I of one year. .. ..-;,I BoAaOMAN C. MARTIN. P.R. ,,;, tKjeUMENTARY ISIA P ; ^ce ATiG11NitAA!SAW 52 .o a,,..,1, „tre�vt Jj ,�,�.•. 1►''.• 1400.A ier,.*Th..,MORTIS ,l N -n n 4 Q. i 1MMOKALLL.►L081r.93164 .+x,'N.are=1Q11 I$I C`7�}`.a7.``.,..�.----�—'1� .. t 1V 1 , I (1) Order:0120664594 Page 1 o12 Requested By.guy.Oromas,Noted:1222018 6:41 PM Doc:FLCOLL:907.01383 , . ..I 1606 1 • , • , , • , . ' o.R. 907PG 1854 _ P. The above and foregoing easbment is restricted and shall not he dedicated 1 for any public 'r..ad right-o -way use •• same being private in natut.. between • the Grantors and Grantees herein. ` C. The.Grantors herein reserve the right ' to relocate the easement, upon agreement between th parties of the Gruntors'and • Grantees in the event same becomes necessary or dasireable in the future. D. That a pertion .,f the c^asideration , for this easement grant is the exet:uti •1: i by the Grantees herein;of an easement • agreement of even date which includes but is not limited to the construction of certain fencing material '•'hich she!' ' • become the property cf. the Grantors ' herein. • Exec` this a(.Ei day of January, 1979, in DadeCo::nty, Florida. • State of Flor°da) Grantors, County of Dade ) ss: REX PRe PERTIE.S I?'C, Refere personally appeared , L. RAYripli c .m. and Bernice BY: ,/ .,.. .:. `7 Pepl. •r., who acknowledged to and before me that they executed �,,�� • , the Foregoing.agreement.for the u'iT-� , ,purposes therein contained. Bernice D. Pepper • ' eworn to aid subscribed before •me this 20.day of January, 1979. NOTARY.L1lL7C /� • :My Commidsion Expiresi''./ • ..;•/�, State of Florida ) . 'County of Collier) ss: • Grantees Before me personally appeared "TRAFFORD OAKS" a Partn-rship • N. L. Crewtord,'Sr., Jim H. . j 1 Moody,'Sam E. Heath, J. Edwin •,' 4. ,•--> English and Gerald N. Crawford, ' W. Crawford,,Sr. . t.:.o•acknowledged -o and before • l,'' Si re that they executed the fore- a, -G !Zsc*,'-'6 going agreement ,Lur the purposes �1. . Flood ' •, therein contained, .v / ,�/ Loll f i /1U:jt7ll ��-. eat' NOTARY PUBLIC y' • Mu Commission J xpires: - .: g.•4s.1.- cj•,. ,.�., ::.•••••.. 1J•; Edwin English 11a.4467 F.4r.._4 1.,i:. C.I. ,ail lid ti e444,44 ' Gerald W. Crawford .1 • • G • • • ,1 . ,,.• Ceet.i . l 1 t .1, N'o of Geis l.rtr(awlt( I . ZI Order.01206-84694 Page 2,52 Requested By:guy y themes,Printed:11222018 5:41 PM Doc:FLCOlt907-01383 OR Book 1062 Page 1114 . . r. • . l 1.,kiti .. x, 6 0 Ponderer,nn(o/701—bvith Railing nrnld„n t olennau Mothers-las k nm,hiuluip).1 k(solulppl,Althorn.,m.,Florin s„a\ OIL, GAS AND MINERAL LEASE r THIS AGREEMENT mad.this ?4_th day of January lu$4_,between •i � .'{ (Mrs•1 Bernice D. Pepper a wtdowl 'rotor(whether one or mor),whose oilstone 11. c/o 530 Ingraham Bldg., Miami. Florida 33131 , and SOUTHERN OIL EXPLORATION, INC,. 505 Bel Air Blvd,. 11147. Mobile. AL 360.4„.WITNESSETIfe I.Lwar,In considereuan of___Ten_and_no 100—(and-other_talnable_consider_ations.)--- Deltas. receipt of which In hereby acknowledged.and of the covenanra and taste en11 of lean hereinafter contained,dnn Iwreby grant,lees.and let unto Imre the lend Looniest hereby for the manias and with the enchain tight of enelertne.drilling,mining end opaWn far,ptoJuafn1 and owning nth tu,•ufphur nod all other mineuL(whether or not nmlla to those mmllonall,together with the dghl to make mor •nn mid laod,t.9 Ptpe lino, llabll,f.and mllise Winn.for terrace or•uhiutfeca dopa 1 of salt water,construct made and hoiden, Hg canny,build linin pr, er•talann• rawer Ilan,iehrphnn°floe+,employee boom and other•tmolute•on raid land anry or useful In Intro's u�.alone In mining,defiling for,produdng,troth, storing and Imngndina minerah produced from the land o,,,, ehaeby nr any other land edhacenl lherelu.The and coverall hereby,basin relied "Told land", Is loaned In the County.1 _C0.L1 i Pr ,Stela of Florida ,and fa described a.follower Being 765 acres more fully described in Exhibit "A11, which is attached hereto and made a part hereof, and signed for identification. 001062 001114 008528301984 JAN 24 AN 1011 OR BOOK' 0.55 PI�GE COILiER'COUNTY' ' .RECORDED Received $ Documentary Stamp Tax Cetiier County, Fir"ida Wir&r J. agar, "'ark i b 13:iY1 D.C. TAW lute also 'r,1 d includes,In ddiUan to that dove deserihrd,.all.l°ndrih.ey,_rnntlgmrm or adlacent In or adjoining the land dove described and o O rd or claimed by Inter by Hmlht1on.prnerIPIt.m,Ieu,arl a 1 r o0t.na�nyd netrummt nr(b)a I..which 1 unr has a pogrom.fight of aegolrnlon.Lntor agrees In execute soy supplemental latrurryntf tarertttT'I�.U.f1Y Ieilad r 1 plde or aceureln escription of told lend.For the poo- t determining the amount of any bons,delay nnlKni nal tr p'Aseeillj1o.o.i`sr, 1%n>,l 11-1e Teemed In contain 765-,Y.0._aeou, whether slly coOWalog aysom or Ina,‘"d the.Inver Itkl rnOO t,ago"Ln any Inst-hall.bk d�erhrd In be the true aortae thereof. Lesser a e the L,ylj,a tonne and agrees In accept the delay rentaa lam inmr lldrlat7Ona for lhla I<ase and alh,t1olb°J'U,3o3 inns hereunder, three (3).r. t /per n: 11.1 n o S.tiniest roan.terminated or longer kept Ip`(tee, do other provident herald. bit!care• I a< do force far 0 tens of/0004th nee'tom the s date heron,hereinafter called primary ranee%gidpethereafler as operations,a hereinafter deftrle8,nae c ducted upon hid land with nn ennUen In, mote than ninety(99)contrastive day. S.As royally,,nae.connote and get (a)T lel 141 land. orf., IU of Inane,In the pipe Hoe In which le ce o o,nen i.well,,1h°alal ono- i eighth par/ l all ell produced•rad laved by area( to,of land,or Ian time In lime,at t6°option of Itee,to Y nun' the arrna<Ported mocker,Mite of such one-eighth pert of ouch II at the Well. + the day 11 is run 1r ot,,on rune.Inane tanks, Mel 1 nn'.In either one,h,hear one-eighth of the roll n)treating oil to render It mock table pipy line hrinoii;,'y pay lessor on gni add c\,,dh ed gas p dwell tum sold lend(1)when ofd by I.see, elahlh of the amount Teethed by Ire computed al the mn,'-rlo lh 0,lellror IS)when grad try lessee f old 1 d nr In the manulanne of gasoline 01 other products,the runlet value,al the it th of the well,of nnrricf.M_�Yfuchl.0 and easinghe d gat: (r:1 Q°p°)• for nn all other minerals min.and marketed or utilised by Inose horn said le d n e-.oq(If.lther.l klndw lase.a 1,l7,-wellwraj.,-lamas•',oleo That on sulphur ine)sad marketed — the rurally shell be one donee(11.0o) p e lane V t.0,•Ikon capita1l.tavola tof f If of localising + r 0.1anystlolh p,I Metal he777o to there i 0*0k),anoa well ucn idwen ten roe on lands with which sold land nr any rnon 1 'e po.desl,ear novel sin�,¢ra A 1 hut•in,Ihle leas shall, toe onnelaL o inn In ty n�off Ihnh P atln.pa wet.pp ink ton et mgt�S(0 I d int Ito long al we'll • chid-In, and tbercaher this lease may be non ed In for j1 loft)win 1 ad. unrQ.Laked res demiy, n irnin fa no reason Mc diligence to produce HILLe Of kr,the minerals ramble of being pI need fltl So wrlh, rel I the Qka e f+yVdglc utot)0 11 e I eieine.tIe hOnted0InabmInstall lnm furnish lecithin malr'kn ulhar than well laellhln d nrdlntry la rrladt al fin eat soli l�onelysn ratie n, gro ton lams unacceptable to meter.If g ahylo oau rima'a rest plrp^fon f e runty to a l are en's;wet), Ombra for�adP lnwe'f shell 'co f" fault.day.,and during arch time Iha .n wn.y mper f Y„ AA <A rue cod;' l +r°[. � yyr,n lender,by check or draft of Inlet,al n Ira•m equal to the ame"1 of annual de Y oenlal m d /n ghly Item.Lessee than oke like ttonln r tenders at or hem the cud of each p of the°a inUon of said ninety day en J If n aorta ohnf tory this lege 0 make continued , farce emery by r run of the prevision Jn Moan ngsph. Each loch payment tendedjl it be de In 1,hr-pv who a the time f nlr pnt Id be entitled to receive the royalties which sR fol he\pparil under Oslo Into ll the wells were pend clog, °I 01/iy•rrntdl I led InIn+r I,depository 1 r1ln pat.illeedhlliy r below,Nothing eal,.halimpair twee' gdhf"Ip,rain:a+omen.'In Pareaaa,0 5 hron offfr r t o for psymeot hereunder shall rest nclalvely fl dlielth er or owners of this lease,vete t In,acre1d .pod d by nob. 4,(-01100 Ie hereby granted the right,at Ill,Oro of n,,��tp pool or mine altar any pan of• and .1 f t o ...sato u to any or an mine ,or horizons there-0 r- undro,with other i.ndr,lea., Ilon,nr ,nuldt o`hoonte�r t oloil sr mineral' humor,lsh"stld'n,uOl o.n` lslabfhh a ha conitnio t eta mote than 59 L. surface soont plu,to:ommega tolerance mo ,)hmr u. nail m r be nod ldlal r lar e,boiol unod res Me r lug<d Int 0 11.1 d muco than Mo acre plus 10"e unlet tole. no If unitized not o gas T�•only In got dno,,In,rho Jnll nor 0'gnk Cc 1 t., WWII w<ll of aoseativaI.rollnn,In bar Orating ormelmor. allowable.Lee� ends.. rWellrIn, under Y .6ts l r ea h antom:M from any Well In hr oil ere eremite tag,+h gjnbdy drilled,any wit unit' sec et.b s lar enh I,Ieo ft cnnfnm to the ens) nng it by each{vernmmld order or rule.Lone droll enrol°1alJ orb ots!old op desired he a7aTui1.10 Irloro from 11, identifying such roll anI Iona ft for locoed In the Public office In which this lege i,record h nil Id opurmr-no}ohe,Faafcfl.I,hY lefne from tune In note. whether h<fore or after production has been nlebllihed ether on sold land or on h ptorplm a a rd es-kontec111111 d n the011n 'her land un liter therewith and any strati inn t.---- Into even though thhereobe may he lend being or mineral�rnr onally con leaaseRnthr�fi�fenea h,t'.hln,Fluh1 re the unit whlclh he valid otpoo d edeofr nitiseve er all d.Any operations lhl- l''' ". • ducted on y part of such unitized land shall I.e considered,for all'rmpoaa..esenyl Ihh°I ayment of o Whys...non dueled under 11,10 lease.There unit,offer d du Uall¢any rued Ins Irate byl Unita peniinno,uwhichnthe number h nit surfonat o ecruoi In the lands cover ed by gni..ellncluded'In the unit 1u11t Kron In the tolal number of anion ea.In the unit.The production on allocated shall he mouldered for all II n,Including the payment or delierq f eny°Hye.veadding ( o n royalty,and cosy other nomads out of production,to he Iha entire prndunhm of unitized mineubl000am the pugUon of said land entered herein'and lnetudrei C In such unit In the same manner as though produced from id land under the term of this tease.The owner of the oneulenary&Irate oil any lean royalty =••••• ,r Innen'estate aged that the accrual of...les 1 01 to this paragraph or of shu4ln ro�.11let from a well on.the unit hall randy 000 limitation of lam r royallyalPejo may b of reit payable under lira lamer Nef itherit then Ir impale the righall na have ht of lanol e toutteel,000 loohe m lease aof ll oroley rental on portion.1 Mid lend,lneept �, o 00e on may broom° t that lessee may m1 u nice,as n sande tnt oo •unit while Ilan are upnashma n,run ler unitised pro n n e Ire I, pooled lean are,onfaraleated nr to w lands effect, the unite(tinea may dissolve any nil rotating,.oln haneeorr by(glia fon a nal It. She Subject I.,the where o o don Is treaded n J.lelaom 00 t; O. that b obWAeo hereunder thattime ramalneIn force toolonbeing aganyM1mooe sullen thed thereon reto shill terrain in force.uA,nunil'mayeheron'ntohll h Ih.herodilied nr diiusives during; +ley., Cs. the Hle of thla trace, w ('1 ,.f� S.If operations ate nal runnel.on old land on lar before the first en lvruary dale haat,.oda lame than',in nate se Or Mutts peals,unlet+trace. V,7 on or before sold date elan,•bjeel to the further proddone hereof,pay n tender to Inmr or to laaser..edit In the r/n 530 Ingraham_= E 1 p 3 ,Y nal ri_-0,_a__Idi atni _Elarida_33l.37_._ _-.—moa xxx ' 0 on III mccamn, which shell cnainue a, the drposnry. ergatn+. of chains In ownership of delay meal, royalties. or other moneys.the sum of 0 f '"'�j, g 765 00 - - wlddl shall tsprmle at delay nidal and corer tire privilege of deferring mutations for one rear 1.00,0 said dam. In llke n me and octan Ilkr payments or lender, I.•n,tluna may tse hulLrt ddnml for flte 100.1,110 of one year act,during the pitman.ram.1(at rosy limo Z, C lain beer pan or tenders delay rental mpay o,r,10,1,sue6'nnta1'eyntttrf.'Orpt ummy..o In rIlse InaIl.. herrlr't,lwnfir10 df1 a either Hotly•• 1,0 00 1,In„vartly."o -a�7 4 raiser telt'In a on exec helm provfdcd,ley or moue s o mpolatel n1 each mail nr deliver nth theires.nr In nor pwvrnhthppp7a b then.,0,loo rr a deal.Any payment payment. Sabi l may entalnon h by to asp on ihafl of mato IT deposited In the mall eke bum,and aefnlbnro to n depository proper payment or sof delay rental fuIn ny portion delay lands 00 ash ha any to 1,..,„'-..---.--,,,-- shall -_, e on 'a ° 1 Y e " payment or lender Is hale.An '..f wl ichnft made In 100 ohoempt inomake"ponl.er paymof 1111d ent.loot hot widcbor as to nf Interest Is b,therein cn ruin part as to pa,lleo,ammmis,m rhnndlnry.Any onevertheless Ise mill...to proved nomination d this leer and to rand the tram wllhh1 which uperonon,may I.e conducted In Ilse tomo m0„r,0 a Ihnughe a p.m I i or.!ante been at do Athol,end,Ironsvneseale limeifraer;lt<andedeliveroI Intro o or)file for frm)nod niter torfestrous+of this written tenor•silo n,1'pan or a0 of odd land or f minerallunlour hhatuoder.and doyley be oahevod of II nblloatlnns 01 In 1h0 n'eanl onaur 1r I,Iraef.II 11111 Into 11 too rr• of no to oily minerals sanormdamu miter n i°ellen of mid la,d,the dial'rang and olhn pn)'nuus computed In nm,relonn•therewith shall thereupon he faduc.l Its the pmfn.dinu that rho acreage released loan to the e.eaur which was covered by slits lease fuomnl6+my prior In 11.11 mlnew. - 9.If al any time or limes during(Inc primary tem oepeml(°ns ate conducted on ofd land and II all...lop ase discontinued,this Irate shall thereeftor - terminateon nr 1St nenmme`dale n Heal billowingthelpayment or louder of delay oil 1t provided,however,Iss on f tr o rah enol enary•Idale to at°Ihe run o(tlhe primary inns e 5 or operations lilacs It no further anniversary Jshe of the rimae lam grit lean shall terminate at the end o1 such tem no n the ninetieth day eller dlannlllanc° ' ,'� of nil operations.whichever Is the later date,onln,nn such latro date either III lessee Is conducting nper.tina m=! 1r dnd•In elf prnvtheofoperations n1 the fol- d,ellen of oil,gp..Unlet.or other mtanning. <acoveltmg<tanmi ccprodurllonu pinging gas,sulphurnor og other min ral,rOhelher oar r In Inendeavor frowned. P•t” 7.Lessee.lull have the 0.,fore from royalty e(water.other than from lest:,wets,and of nil end gas produced foam said rand In all npc0mnma • hereunder. shell be drilled nearer thorn^oo.feet to the timeto m lonn,run.achine.nod"00 on1d landflwith without ttheefien1 mlon tfof the lelror.Lame g the shall 1paynow for J°mtl,,earned"byfl o ...Ions to growing crops and timber on laid land. 11!!( i h ' t e vo 16O6 P.The tights and estate ni any pally hereto may be essigned front thor to lime in whole of in part ZIA al In?MY mineral or toortme.All of the revenge., uhllgaUnm,and res fid alien,at Ill Irate shell attend In d be binding n+nn the parties hereto,thele helm,aur err r, widget,rod nnrnrine assigns. o change a divllnn In the ownership of rail land royalties, delay rental,err other moneys,no any part Ihetnd,hnwanever effected,shall Ince..the obligation, or diminish lila rights of lamer Including.but net liited to,the lonllnn and ddllIng of it.and the eneuwcmnn d production. Notelli alandrn .sty uhd O actual or constructive knowledge or entire therrnl ofof In letter,Its thereon.um soigne,on change r divldnn In the ownership of old land err of If ( y , alliesdelay rental,or other moneys,or the light o receive the sane,Inc roarer flirt-led.shall b e of trims the then rrcorn loaner of this Icaao untlt thirty(301 days atter there has been nmithei to ands tecnrd nw r al IIA or Its principal place of hustnesr by lennr or hemi',help, tarn (p a notice of such change or diviainn,summated by Other originals r Holy certified moles of the Infirm-rem.which have born pnrperly file)for taunt orod wale evidence such change or rilvitlmt,and of such conA r els and pmrredhl0.s,Itaneval era,or other dnnrmrnla Na shall be necessary In the opinion of arch tree -�J owner to alabibh the vamhlily of such(lenge a diddle,Iany sods Range In nwneohl cams by Ie•mn of the death of tier menet,lessee may,novenho�-' lace,pay or tender antis wield.,delay lnllal,or other moneys, tram therm In the credit of the decedent In a depository bans provided for above.IC CO' the n•enl f anlgnment of this Icaao es In any pail vhnher divided wr uolivideri)of meld land,the delay rental pnyahfe loneturder shall he Apportionable N between the rove.)leasehold nwnere,ratably cording In the surface Area or uodvlded Intanlr of eacfr,and default In delay ental payment by a Ir not effect the rights of outer Inrehohl uwnore according 0.In the event inner endless that into has net compiled with all its obligations hereunder,loth moths.and implied.inter shall notify IIn writing, volselling specifically in what retiree.lessee tae breached this centred,Lotree dull then have fitly folrnen d lays after ea ipt of std n Oda within which to meet nr remmenee In meet all or any Part of the breadsm alleged h leatnr.Tire service of said notice shall he precedent to the bringing of any action by lesser on sold Incant t for any Milt,and n nth tion shall Ire fmmn¢fl until the fame of fitly .001 days alter xe ice of such entice n Into.Neither the service of old notice nor the doing of any arts by lute rimed to meet al or army of Oa alleged breacbn sall be deemed an endnlnn n presumption that le-we has slot to perform all of tis nhiippallon.l�ererrnder.Sherrill 11 be anerled In arty notice given to the Imre under the imvhinrra of this paragraph that Imes hes felled to comply with any implied obligation or covenant hereof, lila leve shall t In/urbinl to cancellation for any nth coma except•iter tine) (udldal acertolnenent that such laliara cable d Irmo ha Ihrm tern afforded n reasonable lime to prevent cancellation by tempi/Log with and hlrrharghtg ts obligation* ,In which Inaee hu leen judicially determiner/to he In default.If this Irate A cancelled Int.any cause,It shall nevertheless remain In Imre and effect as to (I) Sufficient acreage Around each well or In which Ilrele ate olrnflnm In constitute a drilling orprta,tnrnm allowable nal(motet applicable VIVcentered at,thee well,Inalo Inch!shave o event talking spa rty in tole.rtre acreageirto ( ) do pars et mid)land Included Inas peeled volt on which theof re are square aura Ilona.Lessee shall alto have such easements n hid land a n necessary to operations on the acreage m tetalnel. pen- 10.Leaser hereby • a s and agree,eto defend title as are land grind the chains of ll pelmets whomsoever.Lenur's rights and Interna hereunder shall he ahari oma irrrimarily(with any are fur lawn Miter liens,a inrrrnt old other har n r aid land,but Inane Agre.that Inter shall hove the pay err reduce Inhere,either before orafter naludt`, d is,nhmgste.i In the right f the holder Omen( And to deduct amounts to paid from myallla or ether payment;payable ur tvideh ay brnmm payable to lame and/err Dant under of lease.l.raten Is hereby given the O , right to...prim for Its own benefit deeds,lama, assignments vedng any fnlermt or claim In raid land which tester or any other arty contend,la out- standing Comm not coverehereby anti even though such outstanding Interest oclaim ire Invalid or adverts to Iesmr.If this lease.avers nem Interest in the ell, q ger aulphue,or other...tenth In all or any has of old land than the entire And undivided fro srnpic nista (whether Iem's Intra.is).nein sPrdMo.-.lini alt,no nes Interest therein,then the ynitieo, delay,ental, std Tenney,nneya a Imre ring from any part r In which this Ite Ir r lethan an to h lull In-tot ®- • tesnr.shell Ire paid only in the nn pentonwide),the interest!betel.If any,covered by this tear,bean to the tvhnle and hoillyhini fee smnte estate then i r� All royally Interest coveted by this lease(whelher or net owned by Inter)shall Ire pall nut f the royalty heroin provided.This loath shall he Medina upotC ""-• each party win eleculc%It without regard to whether It Is ercculr.l Iry ail 11me named herein a lessor. GG7. _ 11.if at.or after the eanhralinn el fire primary Iron hereof,and while this least is In farce,there Is nu well on sold land,or nn lands with which sly land or any portion thereof her been tmillaed capable of predhrelnq it nr g ,and lessee to not cnnduding operation n old land byy lemon el 111 any law, (f nleq to or regulation,(whether or not subrarsequsly determined to ho Invelid) r (Sb any other awe,whether Iola or dAi,r,rimi (wept financial) beyond rule eeamenable renlml of Inset,the primary ter,And the delay rental provider.hereof shall be extended until the tint annlvereary acne hereof occur- ring ninety 10 0)or more day,following the mensal of nob delaying cause,and this Irate may be extended thernftec by operations as II such delay had not occurred. IN%FITNESS WI1t0E0R,this Inatrurnent Is executed nn the dale lint shone written. I J,!_' Basses as to Lessor: ...e-erL� 43'...,,,g412 Ye� (SEAL) L A �, Bernice D. Pepper (Lessor) SOUTHERN OII EXPLORATION. INC. (SEAL) _}'titnpccec as to I PSSPPI r--{ /' ' /` I £ e Ov i -%I vV i .SEAL) n 1a n ` of �e-� Z .1J.1.,.SIpple, Pres.' (Lessee}� n ft• e` ( a d -'"v joINT OR SINGLE ACKNOWLEDCkiENT as d STATE a F " 1: 1 A_ - 0.,I / I n o I k1ISSI SS IPY1•ALAPAk1A-FLORIDA 1 COUNT OF DADE j` !f\, .w---_.� I hereby certify,that en this day,before-ms,a 1 No-tary PUSTiC""--tl \ ti.(,y SS duly authorised in the trite'soil county afar-aid to be acknewlevlgmeetpMtrona0 ppeared ternice �. Pe.per, a widow, and Eo 00 Lent huSi a.le , m 1 1`c �( CE ng r 1 to ma.kndem la be th4 porenn'- M[ d scribed Ant who nag t . th . ng In;arthI an that XX they ro q9 arkngwlcddd baler,ore that;befog laform t gLih i:ente a t um a • 1' neiun.nlY signed and delivered g G tr' the.lrltbi and fnregoing)mtrgment on Ibe .Y as) Yah t 'ito[t inentlodr,V ( pp�� P p• 4 Cl -under my hand and vitlei f seal.I7 24 LTl -- day of 'an ary A.D.,10_S,_f_. (Attte Spli i!1 v. lt, y„, Mg ,.tC • bteddu of L Mr cuntintulen(earyrei\� (" In And for Aly 19'19dPP*gwfi.4,14, 10me7 [, ( `> >f WITNESS ACKNOWLEDGMENT STATE OF \0+`- ", ;-'' F f' (AIISSISSIPPPALAOAMA•FLORIDA) t t COUNTY OF N/'2_,'------.--..------, -.'N \ '- I.a �/F elf- U els r,(adieliptr,'h eby certify that • a aubacriblog witness to the(ategoing imtaument•known In me,appeared before roe on this day,and being sworn,staled thatr the grantor(),having been Informed of the content thereof,voluntarily executed and dellvened the ore In bin pmmence,and In the(Nuance of fine other subscribingwlmeta,on the day the same bears data,that h•Attested the tame In the lamented the grantor(s),and of Its other wiiona, and that such other P witness subscribe(ill,name as a witne.in his presence. '0 I _ (Subscribing Wife.) • I; 1 Civetsnder tiny bead and olltolal seal,ttds day of _. l0I; (Allis Sall (Title of Ofllctall hty av,mtutan e,plcea In and for County, . m e m t gager '; ( o • a G a q a O 8. g'a .re. r.1 8 a R. C l r. I a Yr :et ii. a a11.1 0. r � ; 0 •._____ i La 1 16D6 . . . • 001062 001116 1 OR BOOK. PAGE ' i EXHIBIT "A" Lands of Mrs. Bernice 0. Pepper, 530 Ingraham Bldg., Miami, Florida 33131, leased to SOUTHERN OIL EXPLORATION, INC., 505 Bel Air Blvd., 0147, Mobile, Alabama 36606, by Oil, Gas and Mineral Lease, dated January 24, 1984, in Collier County, Florida: In Township 46 South, Range 28 East: No. Acres i Section 22 - Southeast quarter of Southwest quarter (SEr of SW4); West half of Southwest quarter of Southeast quarter (Wk of 5141 of SES); East half of East half of South- west quarter of Southeast quarter (Ek of Eh of SW4 70.00 of SEh) Section 26 - Southeast quarter of Southwest quarter (SEq of SWC) 40.00 Section 28 - All 640.00 , Section 35 - Northwest quarter of Northeast quarter of Northwest (NWS of NE; of NWS); and East half of Northeast quarter of Northwest quarter of Northwest quarter (EN of NE1 of NWS of NWS) 15.00 , Illy, CO T_ TOTAL 765.00 '1i; (f ,f 'The Lessor res(7:::-)0- e all neer s • to a pth of •50 t., except oil, gas, sulphurandsalt, a 1 Its ,roeess tr�an P+rt a d market such minerals reserved from this leas:. j \ D �V/ th s rf8-- ,f Lessa:r'• la , 1r to Lessor's groves, In the event fa •g s l trees, fences, roa d.,�,r'' g t� a{&.i allatr. -,..p .) T•tely caused by Lessee as a result of Less l''s operations on the lan cover:d by '' lease, Lessee at its option will either yiL=ssor for such damages, $r w'11, i ar as is reasonably practicable, restore\th .roperty to the same-4 it on /i was before operations p, were begun. �.,-- (j `t The Lessee agrees th (Dpp.n..the lawful ter agtfip of the lease it will, upon written request, execute a (Cauue.to-be-.r.ecor' ed i �Puublic Records of Collier County, 1 r ti lasing this lease. Florida, an appropriate instrvm� t�r + Z . The responsibility of Lessee (or its assigns) for damages hereunder, shall extend to Lessor's permittees under grazing/agricultural leases on lands covered by this oil, gas and mineral lease. Signe for identiif_ica 'on tt i/ r . Bernice D. Pepper (Lessor) SOUTHERN OIL EXPLORATION, INC. By: / w Pre ident "/(Les'see) ;a This instrument prepared by: Len W. Sipple 505 Bel Air Blvd„ #147 •' Mobile, Alabama 36606 V n.mrzf...i%%WWI In omnok•.''.xr 04 tp1.)M+t[L1:171 f '.141DA C��.�i4 lean 1.IY=1 1 tarot ) 1606 THIS PAGE INTENTIONALLY LEFT BLANK 1 1 OR Book 1062 Page 1117 160a I 1'mdnren NK IOr7,I---lvhh Reciting rnnhhm linlemonn If II n-..-leckmn,1.111.);111"•41 • h11uWIpPI,Alah.ma,Flmbia • OIL, GAS AND MINERAL LEASE la)A° TI115 AGREEMENT mad.telt 24th day of January ____19_84_,between .5a REX PROPERTIES, INC„ a Florida Corporation, leo,,(whether one or mate),wham addle"h,—.530_Ingraham_iuil.di.ng",_Miami, Flnrir(a_33131 , end.SOUTHERN OTL.-EXRLORATION, ING„_5 05-Be-1 Air Alva , a14Z,_.Mob..11 _.A" 606e.eee,WITNEsseTfh I.Letter,In romlderaueo or.--.12.13--and--110/10Qr—(.end ether valuable-considerations)._ Mlle., natant of which h hereby acknowledged,and of the covenant.and agreemeatl of lotto heneIneflrr contained,don hereby genet,lease end Inc nein Immo Me I.nd coveted hereby for the wpm.and with the e,ilusve baht el exploring,&t1110.,mining end opentlat rob pmdndni end owning all,toss snipfnu end all ulher mineral.(whether or not timliet to Mote mentioned),together with the right to make eurvetyyet oar said loud,lay pipe lines,esieldith and mill facilities for lurfece ser subsurface dfepotal of mit wale,mentmct nude and bride.,dig canal',build Wks power satnu. power lin.,lelephnne than,eani remMhmes and other structure) n'alit land n.a y or useful In tenet'. permit.In miming,drilii v for ,pmdudnp,iredln` +Indo sed Immentng Inuits produced from the lend revered hereby or any other land *ailment Iheeeio.The and rd hereby, hetele called "nig Ind', Is b,nlel In the !aunty of Cnl l Ier ,slate cel Florida ,and I dn,cdhrtl a follow. Being 2,305 acres more fully described in Exhibit "A", which is attached hereto and made a part hereof, and signed for identification. 00 1 062 00 1 H 7 0 0 8 5 2 8 3 1 1984 JAN 24 /M 10 20 OR BO` PAGE COLLIER COUNTY' RECORDED Kecoived'S_5'_aro Dr:tlrnentary Stomp Tax C.;l!ier County, Florida W• lam J. ea', on, Clerk by � D.C. Thlt inn Mtn covers and Include!,In ddl0on to that•lave described,elLiand,—fHny,-eantifuoua or edlerenl In or•diomint the land aloe dnedbed and M) owned nr clahnent by lessor by limitation,rnfcelpplIon,s meleqper�'e.I ,uupp,eardehlnllttunent a,Ib)as to which letter has p feernce right of acquisition.Laser agrees to execute any supplement.lulto +f1 f enq(,C l �cl.ett.foils r•amplde or accurate dnedptlon of rid land.For the par., w s. pa f determining the amount al any Immo,delay tat ..h e tat' eseuadei 7aId ``b deemed to melaln_2.305-0II . helh'LT' r .unity cmladn'more.l Int,e d the op a ani { a Ion any Ine and oth'a)l,th e n the tme enrage here-- ; ,he Fonw orad atom to.rept the delay rental u lumpo plan,EntytgrrayoRr for IMa Inge nJ di Nntb„.SaniF'gpl.N�haerrur,der. tree 's h h' 9.O lr nor trrminNnl or looter kept In luMi leootthen.pmvialaor hunt,tido tease slur r la-Jn rc Inc a teem otX(X(UU ye, on ,y data haarf.heieluaftne wliad primary term” • ,fir aP,lm a thereafter ae epenetiunt,as hereinalier Jelin ;rite eon anent upon said lend with no c u for e - mote than ninety(90)men.utive dame. \t�, S.At m•aity,lum:'envnenI and agteetiaa)To iced"e_lnahe-crad�I I lemr,In the pipe Noe to hid,lens a say connect Ire svelte,the I one- E ❑ U dehlb pKt of all ell produced end saved byvIefsee(tenyratd.laud.or from'tln a to time,at Il ,pnfnn of Intl e,to m In ser the evenga posted plank.price I 'nilt+1 -of eucb.pnr-etahll�pan,t loth all t the well;a of be d!�1,ty11 I In gre-ilne.a e a tanks,I '+Int of.In either ram to bear one-eIHMh n et the net of...tang oil to ender II nkeleMe pip int allekthr pay hour no e.,and ,I •d fu p .nerd Ir se sold land(l)when mid he lane, 0 w g: rtehth of the amount willed In 611re, n,np I a the moth n-lira welMae(21 when on by lame ut id len or In the menufeetun nl gasoline or other ppproducn,Jlea menksf'u'alue,et the moth 01 17 11,of ighllalo(,Jth gig d eadngh ad gas; I el oar pay le for on all miner mineral]mined end merkaled or utilised by Intoe from aeld land)one-I h dllm•in ki d Tns-at ih dfelt-ae.ndne b oo..'r slat e eu&Ihnt°n ndph,n mined and marketed g n p "•" the malt',.hall be ane dollar IS1.001 per cep to 7f 1 {p n th2.pdi,tinly temp y utile rte 11 there tier,there Is any%veil on mini lend or , O f11 on't nd. inh which mid land n any portion In ha finer ehwled cep Me-hi Toll do •any pll Is e e 1 n mod bneby,and all such well.aro shm•S,,thio'Isom.hell, evrnheta s. II'ua In 1 ee a Ileum,bpet ion were o. Mom Yiry Ian far I loo wells aro eb,d-In, and P Iherealier Mt,Ina"rosy be nnlinunl in f e at 1�+ i t-ll,ha nee sed.Ln! t•ahs K rr.c lsf a an le diligence to pnnluce ,Il11oe en. 1 menisci the minceds minable of being won!en fmq,j raid'well,.h t In bee N+�StrGtp1 tilfand til n t be wane In Install nn.Rani.)(milltin •other then well feclitlim d ordinary leu fhl,,ytf'Psof 1 lines,.aGeina atue nn Jt;,el!'k•and skaii on t�Ler geed Ile nettle label period or to merle! ✓ d w on, pan teams unacceptable In laser.II, t t r^ti}ns�a tplp✓lt 1h n nIAAAna a IL 1 marry lens) all 1 Ted d.h dol' for a pcdud est Rind',tun- 5' Pi days, nd during h time there tan 44p e000Fl_an t Iuu ,00a un. etre the eaD1;N0Itlnf� i nfnI,y day pelted, )Rhee hail pay or 0,aa tender,by check or draft led inset,u royal '-curt) on.In the amount rite rentalplacid.)inn I tR tdhaSa Lessee shall make like payments 0 or tenders at or Ware the end of each en "...ley f Me a in*on of aald ninety day Med if such dterp.ry this Inns I. being continuedt force lely by reason f the tlntwhnr f _,n'm g p-dif.ch e h pafn),, tender elpfl be made ori In 11 s dn�l,oi who at the time of bank p mJJ w it 1-4 be nulled In receive the dries which wart be. Id under Mit Irate If the trills were p ins.sed may ',de Ina&mallow lank provided for Q. below.Nothing hezeln.halt Impair Lice)rit fn a rte a.provided In paragraph 5 h. t. IN ventif esti _iltei/��((/ht.Imry In triode or in pent,Debility rola for pa.Lent hereunder shalt test eelmiveby on app�. menet or oven:'°t this lupe,seveta,t' as a reef ge4ad_elitist. mei" • 4.l eueo te h coda greeted the debt.et Its no n'n ot pool or unlike ell or any pati of nld oftots k to any or ell minerals or horizon.them- under. ..+ under.with albs.lands,IMO a0 leu.,no pooldrdghbbwn'e a Motet ser mina.)or bedews)here) h pi on Iq rtu110h units nnufnlna Rol mare than ea sudaee acres plus a,0 acreage tolerance;provided,hto ter a unit now he n011 Bleed r n ee boos+ nit*pip p enlarged In nnlain 1 mum than 040 tl a pie).10%acreage haler.ce.If unitized only Il h nes nip en.to cos end Dq°W h.11110 nycp eeoltpdntOelo which are nal a liquid o In the suhluefeu ..emir. If larger ie) ale requited,under Y Y psAimttrshtato es miler,for the drilling oto lFn ° f a well at a renuldt lata II,,ser fm obidn(hr -__.. ,oser allowable,from soy 11 In ha drilled.1riiiin>-,Wkl,ya ;Hied, Y such unit "1.ao as At l�h}Yar nnI ldd,to conform 1°the sire requited by L,:...•.� -. such t c ental ruder en.ruin.well ,hall eremite.•M u t bee ea,in 1•a aired tnik fir of IRR n A,leument Wmilhiaa such unit and flln{ II for a ni In the pubile.)lice In which this tette le recorded. arch f i'ntd0o Ibt'la m.Iool e cieel "home from lime In lime,and whether bcoy after production has hems established either nn.Id land or n the i-t>•1g`leed.melp'_1,yp lhed{the...en on other land ud111eed ther fanand any wen unit may Include oy well to be drilled,heingaddlled or Iresdy calm lord. nfle'fi Racal h lat_IllO vier Mall he valid and effective o,,e be)all nomas.of Ibis Mete tree though thee may be land r mineral, ay..m imichacIale a ts.in lend I MAIM unit which Mt Rat pooled uspoled o. iry . Ietb,nr n I dueled no Y part of ouch unitised land,hall be a mldese, for alt ool,null hot d,ttie payment of Yalry, pantie.conned In under so,,Ieur.Them shall be allocated to the lend need by Ibis lease included In,.anyn such mit that prose,In of Me total production of unitised mineral.from with In the unit,after,,of cis¢any used In IMO or unit operadoes,which then ber of surface Dorn In the land coveted by Mit.tae included In the anal 110011100llkhe toonumber of amface ams In the unit.The 1,rnductbe alineated)hail he mmWeml tar all purposes,Includtoa the payment or delivery i nl,y ,n,neer 4 royally,end coy ether payments out of product on•an he the ratite wmhntinn if unfilled mineral.tram the pmtlon of mill Ia.covered herein"end Included l such u nit In rho same manner at though produced amm old land under the terms nf this lease.The owner of the r •1,hmany rale of any term iyalty tG or mine..estate.peen that the a.rvn est royal.. nu oent In Ibis pnmgreph or of.hal-in royalties fauns a well no the unit.hall lath.'one Ilmilatun of Calm requiring production of dl or gas.The formation of h unit hall of hove the effect al10 sal dimming the°wnuthl of any da nal n ohut•tn proda.ion a1 yelry which man became payable undo Its.tout. Ndiher shall It imp.,the right of lessee to e.t.a from Chia kine.11anyuportion of geld hand,Wept _ that irate nory atm eSeate a to lands eel- n•unit hilc there e,nnntlaf Ir anon Icer Illzul n n xis Tien or sed lr e.a IcacJ as to (n lams Iferlin llhel that time eon opeo.l(nne an) Belot.Iand,acinf sthae,,nrf n t1a11tfandr rmer.6e 5uh)ec tito1lhee pwrfr ons loll th'IpanKnpl-I,da unit an in l IL ntah0+hed baconder andl remain In force sorinot a any conducted wide.thereto,tall lemdn In force.A unit may be to mtabliehed,modified at disrolved during" , �a Iles life of this lean. ' • 1 2 t 5,If operations as not conducted on sold land on on berme the lint annivenery dale loin',this terse shell fenn(nate a to hall,peals,union!.see , - , em or befa,a mid sae.hall, b)od to the further provisions hereof.pry or trade,to Manor an m lamer'.credit In Me 530 Ingraham , l.1 -wilding, Miami,�lorida_33131 KXNX / • Q( or 110�r.1uccn.on, which ,hall continue as the drposlary, regardless of ebaa.. In ownership of delay mond, ondties,,an. other money,, Iha sum of I- 72a-.a,5�0 - whkb 01.11 operate no delay .101 end cover the privilege of dafcrring,gn•md,an fur m yrnr fauna mini dale. In like sed upon like payments or Modem,operations may 1w further Met..for like periods of one year each dull.the primary ienn.If cel any lime t�` Ihel111e1h Irssor pays or tenders delay rental,inyniter,or ether t unuys,two of,mar patties am,or claim to be,entitled In receive meter,lessee el..In lin of any other method of upm-nt Miele emended•pay or lender ruck...M.replan-1,11f moneys. In the manner Miele specified, ellher Melly,to malt parties or 1 s parable 1°tori.In named nee wilb Ilwir egx-lh a aonwnld a R tent,as es..Ie•elect.AIRY payment hereuner may he toed,1•y check sen dmlt of Love 1 drrou0v, In the mail or&livered In Inun or In n demon.).hank on or Iwhue the 1 date f peyosrn1. Said delay rental thrall le epim.lunabia s to said lemt un a 41050000 latah,and n hilae h,make ,inter payment or miter of delay rental as In say Indian of.aid lend or a am nap hatchet Ih,mh, • 1 shell nut affect lb.lease m h,any ,wUnu of sold land or as le nary Inlere,1 Therein In which proper patinenl or tender 1.marc.Any un 00.1 r tender 1 which 1 ,ed.In a, 101011110 to mate 1401101 pannenl.inn hitch Is errnllnm ha%hole or In ImrI as to pestles.n,a met,or drttwollnry•ahnlln04011000"he *ditch,.i°1000001 tenni... I tldo Irate and to extend the time within which ope•rnlbm+may he conducted In Me s n,mnner os thu a prnprr ; 11)111011/had Mao mode;provided.boomer,Iver hall coned Wall 00114 within fid.>• 1001 days after Inure has received written notice therm( from ran.Lertve may ns noy Ilene Rud(rain,time to Uma % tv and delle,•!is lcuor or file for need a erkatt•or Glens.of this lens".m to any ped ver ail f sad lend ,f mineral. bantam tiereonder,nett ihmel,y be oite..i of ell ubticatkms at to the mleued Hemmer r Inl,resl.II This Irate It sn re- leased as In alls mlrnils and or under a portico,of geld hurt.to delay'Real and ntlmr I lnne11t,conyndrd ha ncennlowe Ihenmith.holt thereupon he reduce)In the prolnriln that Ow aemaxc rel••,urd hem.to tie cientege which net,,rva.l he telt trate inu,rdlmely peinr to such It-tonie. • • 0.If at any time or times dude.the pdmnry term venation,ere conducted on raid land and If all opens.).ate discontinued.this krone x1111 thereafter " ) terminale on its.nnlvenary data next following the ninetieth des•alter nnh discontinuance,rale,,on,n berme loth onnivrwen'date lessee either 111 conduce) - eprtatianr an 121 commences or renun,er the payment or tend.of delay rental;presided.hmverer,if,ugh enntnn,eeo dao In et the end of the primary tom, r on If there It no further e0niven•ry date of the ,lmary teem.Mil irate,hall terminate 1 the end of loch term ar the ninetieth doe•slier dl,nebnuence of all opemtlons,whichever la the later date,onkel nn earl.toter date either(11 lessee a I.tenuctin.opelall°m 121 the ol,ut-in well provide.of para- graph 3 ser the provident of panareph Il ie applicable.Whenever mesh In this Iran the ward"opetetionl"shall reran operations for end nay of the fol- _ h,wtna,drilling,luting,completing,r olking, cnmpleling. deepening,plueeinX bock or repairing of a well in sea h far or in on endeavor In nlCain pro- dec..of all,in,sulphur or other minerals,esearating a mine,pmdurilne of oil,gar,aulpher m°Ther mineral,abether on not In paying nonentities. 7.Lntre.hall have the sue,Ince from royallyTh of water,miser an from lessor's wells,end of ad and galreduced from told land In ell rpe.hnnt , hereunder.Lessee Mall have the right at any time to 1001040 Mt meal en•end((elutes placed on said land,Including the richt to draw and rernnve casing.Nn well shell be gilled nearer than DD est to the Ions.no hem now on said land without the mum.ul the loser.brine shall pay for damage,rimed by its nperr • ° told 1 If f i6D6 . 8.The rights and estate of eery patty herein may be aniseed Itnin time in time In whole or in part and or In any mineral nr h onom.All of the remnants, nhiiiatlnns,earl enelderattont of this Imre obeli*shod In and be binding upon the pante,hereto,their heir,snrcenms tiri a and wrreatve angios.Nn eh ng•en division In the ownership 1 reld tend,topsides,delay rental.err h Iher moneys t any pert thereof.Imwmerer effected,rhdl Inmate the nhlinatIons• �� et dimiish the right.of leiter,Including but not Mailed to,the McMinn and drilling of ells and the meanvnneot of rodurUnn.N,Awlthrendieg any other • ochre)of cnminrdre knowledge or unties thereof I r In lessee its orceron or cad ns.po change or dtvldon In the ownership of mid lend or at threp C3 rn allies• delay rental, other mnneyt or the,tight to receive the same,Sa,onrver fleeted,shall he binding nen the then wool owner of this lease unitLL�� 7 thirty(301 d after then hes been iumrhni to ueh word owner at his n Its peluetpat plan of hotness by terror or trnwY heir&tmcerote err ninneia notice of web hence orivldnn, ppeled bn y either efInca or duly certified miner of the Internments which have hem pnprdy filed for revert(end which evidenceevidencemob change or division.,Intl of inch mint records and hmcrnlinrrtts,Inmcdpls,or Mho daenmmu a ttr shall her neaty In the npininn of such rronrso nonce to eatahlish the validity of such changer dtvldon.If any such chore In nwneridpp ocean by rrarnn of the death til the menet,lessee may,nevedhe. p • lar,pay or lender sorb nyarfa,delay rental,erm tiher moneys, part thereof to the<trdll 1 the decedent In a cepsslinty Lank pmrlded for tater.In a the event of eulgnmenl of this Ines to any part •hether divided or undivided) f mid lout,the delay rental payable hernndet shall be epponUutrble nit 09 between the several inarhnht owners•ratably mooting to the maser arm or undivided interests of emir,and default in delay rental payment by one•helix N not affect the eight.of other rerdmtd owners hereunder. 0.In the event lessor consider that Imre has net mmplled with sit U.obligation.hereunder,Wilt express and Implied.inion shell notify lessee to writing. • • letting nut spetffintly In what respects lessee het breached tide nntnbl,tones obeli then have slaty 1011) days after receipt of odd notice within which t meet or nmmence to meet ell or toy pen of the breaches alleged by hoot.The arnica of said notice shell he precedent Ie the hdneleg of Roy action by I lector on sold lease for ety muse, n nn meltWinn y soh bellersfa meet all err any 1 the alleged breeches droll be deemed en admrstnn r resumption that lessee ha.felled to perform all of Ili n Implied tic hereunder.Should A he eroded in soy notice given In the lessee under the troy such a1 this aremenr that 1 Ira.felled to comply with any Impefied obli ation or nvenent hernL Ihir lease shall t he rnhletl to cancellation for any su h owes curet atter final rrdidal ueetteln In that such lure dero obligation las then been Minded a rearnnale time to pprevent soy oaoinm by complying witand dirchatgine Its obligations as In which lessee has been ludtelally delerminin In he in default.If lids leave is cancan)for any corse II 0101 nevertheless remain In force and effect as In III sufficient anoage amend each well as In which there sae topentinns In mnaihrl a drilling tl marlmum'Ennoble unit under opplluhle gm-ammentel regulation& (but 1n no event less than frty acres) such acreage to be any partied by lase.u neatly es prectimbte In Ibe tome of a square centered at the well or in such rhene as then existing Saspacingnd ea odes require;end(11 anyotil rid lend Included In a pooled twit on which there are open- ,t tions-Lessee shill Nilo have such easements on said Sand as re memo! 1e,operations the acreage so rtalnnd. ; 10.aeon hereby mans pod aures to defend title in said landagainst the dela1 f all persona hnmtoaier.Lasmo rights and Intents hereunder i Mail Ireduetted pdmertlY with soy sante foes.loser other lin.,or nterest and other charges on said land,but l oft gen tht lessee Omit have the right aany time to pay reduce for laser,either ttefnic r after maturipty,end be ssormgated to thet tights the Insider thereof end in given `1 damns m paid from royalties or other peymnte payable or which may become Internet to lessor ndierr Igor tinder this lease.hence s hereby is the . tight to acquire for Is benefit,deers-learn, assignment covering n teras or claim In orad land which holm or any other party contend.la out- 0 shading and not covered hereby anti even though nch outstanding Interni or elates be Invalid or dram en tenor.If the terse coven•Ins Interns In the all. 1 nor sulphite or other mineralst In ell err e,0• art del said land dao the entire and undivided tea simple estate (whether lamer interest r herein specified or C pent or no/Interest harmer,then the myalgia,delay rental,And other money.aecmtng from any part es In which this lease coven las then such fall In- nes.shell he paid only hr the t radion which the interest terein,It any covered b•this lease,bears to the whale end undivided fee ramps Mole lheyln70 ••—. All (malty Interest revered by this lease(whether or not owned by Iamrshall he part t f the royally herein provided.Tbir Imre shall be binding sin> j each party who tit without regard to whether It Is eaecaled try ell three named herein a Imre&. 1I.If at.orr tiler the capitation of the primary term hereof,and while Ihr Imre Is In tone,those r no veil nn odd land,or nn Ind.with which mb� .__ Ind or any portion thereof has been unfired apolde of producing rd)on the and Inset it not cnndoetine ppm/alone on said land by noon of III nY gal) oder•rule or reesdation.(whether on not.nbrequently determined la he Invalid) or 121 any other w whether similar et dissimilar, Incept financial) OD hne ct the rtasaneble re da of knee.the primary term and the delay rental placidness horn(shall be extended until the Rot a nlvnaary dela hereof amu • - ring ninety(001 or more days following the emend of such delaying caws,and this lease may he extended thereafter by operation,sr If such delay had not occurred. • IN IV FSS IVt1EAEOFs N.Int sweet it eremited on the dale first thorn written. 7 Witn - as to : 7 RE "OP I SNC. : • _' , Alan.B f IS AL) _� /v ?MAO • Pres. essor t ,11 RI 0 _ ORA IOh IC (SEAL) • 11 ,... ../....;,,,,--.... ../ ,,./e.--• I 1 c4F: /Jrr 4. •'4.trif�.f (S AL1 , y/ 11L tQale, Pre'i rf tit Lessee) n w STATE OF Fl ORIiIA LJ! -li��t OR SINGLE ACKNOWLEDGMENT I d aC,,g 0 I • t1.liSS)SSIPP)•ALAOAMA•Fl.ORtDAI OADE g n C � lgUY p, , �� Nc a lib - <- .r `pN�isgyry�i8%r that NI d.Y.belors e,s . rs 1 1 tl) Frank Pe per, Jr., and I ,�3 $a r....grom0ed rig Ate county alarm d to i e eeknowrdgsns., •naAY ppeared II W a 1 � .° L•et2•41:•S1Ole a st70 pi min m�p,�ntsbi totre lbw primo., d-tAbed • and who secs (Ung...e and_t At XX they { .a•0 : . C ell T 1 p ggsl ll• - volunwhiy signed and delivered D. - al'><a etfri edvbe(dky�t being isdasm •• o�.,1Qe -ergo of 1a am Jhe vatWr end-fo rtnot° ktnmoeW only:: tells at71taht�ue7rr.'lfseetlon "Ye ' L'®4 r b,� Jy Ch(m'(ddef clp hkbt0 and°Mehl aeal. hires L't Wf day of ��y I ler der';—'f A.D..10 84 8 n, G ll�w��ti a_. I »cell `4 • (Afjfi•3H1I hr r Y. NOTARY PUBLIC ST TE LAS t L )---- sdlr `' !r r„ h "_ RIDA AT IARGE >a u MY COMMISSION��j� i.13 198A Ridell FG, Aga - 1 BONDLD I' My rnmmlulan explta_ , - eQfW217[Qf in and for—tea.,- County, - f• 1 ...... - 4Y1 tV11NPS5 Ai.Aiiu\VLF.DCk1ENT 1 STATE OF Of (hDSSITIESS-ACKNOW EI)CMEA) I COUNTY OF ' �� /-•t--ff I,e a ,-�r the. e 4 t certify that a oduedhing twimen to the forgoing fmtrnnmt,known to Inc.appeared before me en this dap,and being twom,slated that the gnntorts),haying been informed of the contents thereof.voluntarily escorted end delivered the tame to his presence,and In the prance of the other suhsedbin¢Q tierce,on the day the mune bears date;that he attested the tame in the presence of the teeter(0OW.and of the olhec witness,and Isuch other whom.eubnnliedMr name as a witeas In Idr_s/monoa. . • y (Subscribing Moms) J r n I t Given under my hand and official real,tido slay of 19_ I) (Affix Sul •1 . I(' (Tape of Official My nmtniutan rmitea —. In and far County. tt e g g o 0 r r > a 2 E ) n a. o I ir R m 8 Sim ia B o a. 3 P C X :. i [i n3 e" co a T s I CE) .'. t ,a I ' , ki .. 1606 _ , . 0 0 1 062 001119 1 OR BOOK• RAGE ' i • EXHIBIT "A" Lands of Rex Properties, Inc., 530 Ingraham Bldg., Miami, Florida 33131, leased to SOUTHERN OIL EXPLORATION, INC., 505 Bel Air Blvd., #147, Mobile, Alabama 36606, by Oil, Gas and Mineral Lease, dated January 24, 1984, in Collier County, Florida: In Township 46 South, Range 28 East: No. Acres Section 25 - All 640.00 0. Section 26 - West half of Southwest quarter (W 1/2 of SW 1/4) 80.00 Section 27 - All 640.00 • Section 33 - All 640.00 • Section 35 - Northeast quarter (NE4); South half of Northwest quarter of Northwest quarter (S1 of NW4 of NW4); Northwest quarter of Northwest quarter of Northwest ' quarter (NW4 of NW4 of NW4); South half of North- west quarter (S4 of N414); West half of Northeast quarter of Northwest quarter of Northwest quarter (Wls of NE4 of NW4 o Mil South half of Northeast quarter of N,orth s u ry`` of NE4 of NW4); and North ft qit to o. h quarter of 305.00 � Northwe q �er'(•NE4 of-NE N 1 �" AL 2,305.00 I ....„ ! The. Lessor r sere 1 m ne al 6 `. . de+th =f 50 f , except oil, gas, sulphur and salt, �c!� 1 i in-, p cess,rasp 1.4a d market such minerals reserved from this lei e. 4y In the event o Il ges to the surface o ssoo's or to Lessor's groves, trees, fences, road o awing crops and instal- a on :�imately caused by Lessee as a result of Lesse p p ations on the land Q b,~ fiis lease, Lessee at its h option will either pa 4es q for such damages,yo 1,1}'r nsofar as is reasonably practicable, restore th rd y,to the same con i� o /Ss it was before operations were begun. \i , r i f--- The lessee agrees that, upon•'€ i.alxtul• tefiinination of the lease it will, upon • written request, execute and cause to be recorded in the Public Records of Collier County, Florida, an appropriate instrument in writing releasing this lease. The responsibility of Lessee (or its assigns) for damages hereunder, shall extend to Lessor's permittees under grazing/agricultural leases on lands covered by _ this oil, gas and mineral lease. Signed for identification: , REX PROPER / By: I. /67! d,L. mj. Lessor) r SOOT.ERN OIL EXPLORATION, EXPLORATIION, INC.. g e-�NC By: w. rG-^ -'✓ I Pr dent ' Q (Lessee) , This instrument prepared by: V Len W. Sipple h.,.,.., wk� 505 Bel Air Blvd., #147 w.,'& _. .,;,'Wk4 R Mobile, Alabama 36606 It 4.11118 u:4'a°,tij L . 1 160 6 THIS PAGE INTENTIONALLY LEFT BLANK OR Book 1191 Page 1114 I6D D 6 . __ _ _____ .. . . . 0 099969 1 1986 APR 28 N111: 21 ..... . . . ' COLLIER COUNTY RECORDED SURFACE AGREEMENT O O SPATE OF FLORIDA X ti03 CD to KNOW ALL MEN BY THESE PRESENTS: C.) COUNTY or COLLIER X __.. -- WHEREAS, Prank J. Pepper, Jr., as Personal Representativehereinafter referred Estate at aofIBernice D. Pepper, deceased; and Rex Properties,appear, are in possession of and the owners and as theirefthe surfaceure interestsrmaythefollowingdescribed land situated in Collier holders of the rights of County, Florida, to wit: Section 22 - SE/4 SW/4; W/2 SW/4 SE/4; E/2 E/2 SW/4 SE/4 Section 25 - All 0 CI Section 26 -W/2 SW/4 and SE/4 SW/4 .� _ Section 27 - All D. Section 28 - All — Section 33 - All r*t �' Section 35 - N/2 Township 46 South, Range 28 East WHEREAS, RK Petroleum Corp., hereinafter refet,.ed to as Lessee, is the owneera holder of the Oil, Gas and Mineral leasehold estate of the following descr lands inCollierCounty, Florida da bby virtutoe of the hereinbelow described Oil, Gas and Mineral Leasesand Option 1. Option to Purchase • , • liberal Lease dated December 4, 1985 between Aliso, Inc. • ! Section 9 �y Section ,, Sectio l Sect} n 16 All - ,on 1 Se. 'on B -T38811,acres 'a - 'on 19 - N/2e ,, ,. •f/4 o ,_ �-� S: do 1 1 -ctio 22 -NI' 4 /2 ,7/SW 4 t I < . • N/2 1 4 T..iiiii 4. ..th, a f:' ,,E 1 E �� - 1 ,s' 8,, recorded OR Book 2. O'`1� and Mineral Lease Inc.,da4:,� Nov, '. , e'-6h--seman, Lessee. 1113, P.g`Fe} 7, from Aliso, ., -..r, Sec• t - All (;) .132 All Tons : 4 th, Range 28 East l 3. Oil, Gas - ,Mir ase-�3��N. 12, 1984, recorded OR Book 1113, Page 1311, f � I2, s• to Mike Cheeseman, Lessee. Section 19 - S/2 Section 20 - 5/2 Section 29 - All Township 46 South, Range 28 East 4. Oil, Gas and Mineral Lease dated January 17, 1985, recorded OR Book 1119, Page 507, frnm Turner Corporation, Lessor, to Southern Oil Explora- tion, Inc., Lessee. Section 34 - N/2 Township 46 South, Range 28 East . - 1 -- RK PETROLEUM CORP. P.O.Boz 8528 Midland,Texas 79708 I\ Y ,.. 160 6 ..........._.. .. 6.1,9a1BrAtLYAME . • . . ,-, 5. Oil, Gas and Mineral Lease dated December 17, 1984, recorded OR Book 1116, Page 1914, fran Warren J. Jeffcott, et al, Lessors, to Southern oil Exploration, Inc., Lessee. Oil, Gas and Mineral Lease dated January 5, 1985, recorded OR Book o 1118, Page 289, frau Floy A. Tooke, Lessor, to Southern Oil Exploration, m i-, Inc., Lessee. to O Section 34 - SW/4 Q no Township 46 South, Range 28 East WHEREAS, Lessee desires to use portions of Lessors' lands for the purpose of con- ducting operations for the exploration and production of Oil, Gas and Minerals frau Lessee's leasehold estate as hereinabove described and Lessors are desirous to allow Lessee to use said lands for that purpose. WHEREAS, Lessee has agreed to convey unto Lessors, in exchange for the right to use the surface estate of Lessor's lands, an Overriding Royalty Interest equal to .00390625 of 8/8 of production produced, saved and sold fran the following lands in e Collier County, Florida, to wit: o Section 19 - N/2, Save and Except N/2 NM/4 1� Section 20 - N/2 a>: �- Section 21 - S/2 Section 34 -W/2 Ga: on Township 46 South, Range 28 East. NOW, THEREFORE, for a good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, sor'do- ereby grant, lease and let unto Lessee g �•: for the purpose of building and right to use oad sur t e 4th and maintaining roads ��ns--and-a !tom' tions incident to Lessee's operations in explor da `lg for, produ .e - storing and transporting minerals produced/�''m) see's Oil, Gas and Min ehold estate as described above. However, safe •oes hereby agree to consul. ith ssors relative to the placement of anJsuch r ads—1 tions or other operation W. of e e described Oil, Gas The agreement shaliremain in"or - -• long a any and Mineral -- e- -' - ef' hall be Sinding upon the parties hereto, thei h-' ,, - - orf - . .s. 1 , Witness the. ecu.'on `•f a i ()E'er , 1:86. '-r. /;: •a. .,•aY INC. 1 - - • L Jr. retary ,(F _ A1. A r, By:: $.E. earni. ^- res};ent gen'. '- '-:3, •:::, . �,� 5 0 Ir Building �' ( .`i, orida 33131 /' . G ., ' C } �7 -I•-" �1.c c / i �t'''-' r somal Representative ,/. F J. Pe Es to of- D. Pepper, Deceased - - ' —- -- ''~. 530 Ingraham Building Miami, Florida 33131 ATTEST: . RK PETROLEUM •• i • °, .S6 ph•7:- .' :Ili/ ' 11" ii.1.411.1" AM\ • n Kuz ich, Secretor Clinton J. Kuru illiesaden P.O. Box 8528 • Seal Midland, Texas 79708 - 2 - I . , ,.. 1606 1 Orgairn.vadll 12 THE STATE OF FLORIDA COUNTY OF DADE Before me, the undersigned authority, on this day personally appeared FRANK J. PEPPER, JR., President of REX PROPERTIES, Inc., a Florida corporation, known to me to be the person whose name is subscribed to the foregoing intron- O CZ ent, and acknowledged to me that he executed the sane for the purposes and con- as ra sideration therein expressed, and in the capacity therein stated and as the act co, — and deed of said corporation. OO co Given under my hand and seal of office on this the //c'' day of April, 1986. My Cannission Expires: Seal �., r Notary Public • III:C%14:51""ixr.ell 11.1^:.1 'a Printed Name: WY:iO WO tf.)at:1..r. :n. /NotarSf Sabina R. Phelan cm 0 THE STATE OF FLORIDA ..-.13 LORIDAL+j _ COUNTY OF DADE •rn• .— Before me, the undersigned authority, on this day personally appeared cn FRANK J. PEPPER, JR., Personal Representative of the Estate of Bernice D. Pepper, deceased, known to the to be theose name is subscribed to the foregngv instrument, and acknowledged.- tt#he cut�ed the sane for the purposes consideration therein - •res ed h nth "ttherein stated. N. Y— •1 t-%-,,.. - day of April, Given under r(h, seal of office • 1986. �J My Crnmission a •ices Seal ' 6i', '711 /\ 1.•]11';ult:c S•' r.c' (•_ ��j�,y'+j" ._. '.5�•;lu , • V,� •.-,, r r*,ted n J THE SPATE OF ;`, COUNTY OF T s ' ,, "10 4` ho Before me, 4-`un,: signed authority, on ; dgyl sonall appeared CLINTON J. KUZMIC 1, - t of RK P1TMJIEUM COW-_a ration, nown to me to be the person whose n•" ••_ ..cibed to the-eQ' instrument, and acknowledged s consideration therein expressed, to mi that he executed @@ s" t and deed of said corporation. and in the capacity thereiTs a "�`'� of Q .. � 1986. Given under my hand and seal of office on this the-a acLclaY .--- My Commission Expires: Seal L 49Notary - • c an and for a • -1,t• '( STACI L STREET-Notary Public State of Texas "` . In and for the Slate of Texas 4 0, My Comnlisssion Expires 1-24-87 This instrument prepared by: Stephen Kuanich P.O. Box 9728 ■,w,n.a ae v.:mti Texas 79708 "".,,.• . Midland, "tV�.aIAM i 4':a ohUIt«.. - 3 - vs,sa''+ e" ------- - . — 0 160 6 THIS PAGE INTENTIONALLY LEFT BLANK ( OR Book 1219 Page 1107 .... a-:.. :�. d16O 6 .1� .,. . NV ,."". "1 1 This Inshumant was prr.lur'Ily; (.\ ' EARL DRAYION CARR,1R. --, FAIFR,•FARR,HAYMANS,MOSELEY,EMERICN and swill,P,A, Y: r7) � Astorneys al Law f P.0.Drawer 1447 9.4 I WARRANTY DEED / Reda Gorda,Fla.33950 t ,µ - HT(.---MADE this 1st day of August , 1986, between TURNER CORPORATION, a corporation existing under the laws of the State ` I, of Florida, having its principal place of business in the County k.,.,. of Collier and State of Florida, party of the Eirst part, and REX C. PROPERTIES, INC., a Florida corporation, whose address is: 530 Ingraham Building, City of Miami, State of Florida 33131, party +'- of the second part. 0 WITNESSETHCD co 64x n That the said party of the first part, for and in considera- o Iv °- CI tion of the sum of TEN AND NO/100 DOLLARS ($10.00), to it in hand p c'l O paid, the receipt whereof is hereby acknowledged, has granted, :� CO N c) bargained, sold, aliened, remised, released, conveyed and con- en a firmed, and by these presents doth grant, bargain, sell, alien, "' remise, release, convey and confirm unto the said parties of the 0. second part and their heirs, successors and assigns forever, all those certain parcels of land lying and being in the County of Collier and State of Florida, more particularly described as follows: A parcel of land in Sect 64. Township 46 South, Range o 28 East, Collier ..o tro 1lo more particularly CD — >1.�' described as folloWs-td \_,i`.• ti .. _. o z G3 -'. r`- o Commencing aSr 1 Northwest corn's fob Section 26, rs't o car Township 46 ou , Range 28 East, (WI er County, -.t Cr) a Florida; th'nce outh 01°17'08" East 1, . 1.35 feet along CD w � .a the West dile f e ion to t,e Poin• of Beginning; n Et thence N rth 8821.15 .0" East 2:2.30 eet to the Intersect on .f the Ea t 3. a of -aid Se.tio ; thence South 01 15''"' . Eas line to the Nor hea- co ,,r o t e 1Sor e /4 of the Southeas 1 .f s.id S ct n;I e 'e oudh 8 °46'04" West 396 40 -t - Qn ai f.-ctiont1 ec.loon line to the Sou he -t e1c,,- >;�F e w Nort g,,a r4"+ of the Southwest ' /• of• said Section; henc- No. , 1°16'42" West 1332 eet along the East ine of he orthwest 1/4 of th thwest 1/4; thenc • QU :8'432" West 1320.60 fe • the West 1/4 corn o s•i` ,, ction 26; thence Nort fah° 7'08" West 1216.45 -tf(alo g the West ��7SS Be innin line of sa tion to the Pox 9 g, containing 261n. s less the So t1t a res. SUBJECT TO taxes A +5104' �boJr,. urrent and subse- quent years; and _____----- SUBJECT TO the reservation that such sale and conveyance shall apply only to surface rights, and shall in no way apply to mineral, oil, gas and casinghead gas rights in the property lying below 100 feet which shall remain in TURNER. Together with all tenements, hereditaments, and appurtenan- ces, with every privilege, right, title interest and estate, reversion, remainder and easement thereto belonging or in anywise appertaining TO HAVE AND TO HOLD the same in fee simple forever. AND the said party of the first part doth covenant with the said party of the second part that it is lawfully seized of said premises; that it is free of all encumbrances, and that it has R,?ceived$ 7 o'D 11D Documrant:,ry 3 r.0 Tan Received$ � Class"C"Intnn,NJ farsonai Property lax COLLIER COUNTY CLERK CF COURIS 1 BY /t .t,---^ }�, D.C. S 16 0 6 s„.„.- . . . . . . . .. , _ „.,.„.,„„,...!,.,.;„;:„.„.,...,,„.:,...,„ ,,,,....,:,..:.,. .. . . ... . . . 0 0 1219 001108 - OR BOOK PAGE good right and lawful authority to sell the same; and the said party of the first part does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said party of the first part has caused these presents to be signed in its name by its President and its corporate seal to be affixed thereto the day and year first above written. Signed, sealed and delivered G ,1v t„lqBence of: TURNER�RPORATI��'' Lid Gn "�/ By: l p i/ C. John Clarke, President l /l - (CORPORATE SEAL) - ,;%(;r, � Second Witness ' STATE OF FLORIDA,CHARLOTTE ` COUNTY OF I I HEREBY CERTIFY that on this 1st day of August 1 , 1986, before me personally appeared C. JOHN CLARKE, as President of TURNER CORPORATION, a Florida c r oration, to me well known to be I the person described in and w qe ac to the foregoing conveyance g to REX PROPERTIES, IN .,/ a 6tnw ej1 efore me the execution thereof to be his r t ;Id—deed—as b iner, for the uses i and purposes the i” coned; and tia fixed thereto the official seal o /S4 orporation, and the Bid 'nstrument is the act and deed o sa Tcorporation. WITNESS m si nat Ta and offici-a s•al at Punt Gorda : i° .,;;) in the Coun o Char1`•tte, a d Stat- of Florida;,; ,the day and year las oreea • „s ! My Commission Ex.ir-S; ."'ry •bbl,c ' at: of,Fior da;•' ' 3 11 87 " fly r- -BAL A ,.... .....______.„7:Y-; 2 d+ 1 �y� 1 --� �r .•_ �RWh� zmii��°K'it'!1/.1n'avnr-_ _...�_____ .V OR Book 1219 Page 1113 ffil piviiAlli 10.4 0 6 .::, cv .. , . , 1 .. , . . . , .. ., ,) -, 1 ^ r.) 1 ills instrument c:,,rro,:ed b7: FARR,FARR,IIAY MA:i .'.17;:/I .1.::.F.ICIt and SIMI.P.A. 1 0.D.;-,al l.ry / P,0.Dngvm 1.•i/ ' Punta Gotta,Ela.33950 GRANT OF EASEMENT tDON. N rs1986 ��` °? THIS GRANT is made this S day of �� (L , `' by and between FRANK J. PEPPER, JR., as Personal Repre.entative of the Estate of e4Bernice D. Pepper and Charles Parker, Joyce P. Hearn a d Frank J. Pepper, Jr., as o the sole devisees under the Last Will and Testament of Bernice 0. Pepper, GRANTORS, x o.. wo and TURNER CORPORATION, a Florida corporation, GRANTEE, cc co N c..3 WITHESSETH: 4 W N That Grantor for and in consideration of the sum of Ten Dollars ($10.00) • receipt of which. is hereby acknowledged, hereby grants, bargains, sells and conveys unto Grantee, its successors and assigns, the non-exclusive right to use as means of ingress and egress to and from Grantees' land certain land o b situate in Collier County, Florida, more particularly described as XI o follows: c —" N The East 60.00 feet and the North 60.00 feet of the East o --- >- 1/2 of the East 1/2 of the Southwest 1/4 of the Southeast :c w o x 1/4 and the North 60, f o ,the-Not 2 of the South- r- o west 1/4 of the_5o. hat ,�4 of i 2, Township 46 � x South, Range�8�Cas�er" c» w f e' CD a This non- x L, easement is for the b� efit. and appurtenant _„ o to Grantees' land, orlldy p rtion thereof, situate i °Coll r County, Florida, o c' described as foil ws: A par el o tan '4in do -4, Towns ip 46 So th, c Rang 28 s . lie pt,r Ela d l+' e o ,... part Gula s..l' ed a EN{}1 1> — The lorth 45 .41 eett of Se t O TO sh p 4 frf7 — 5out o i os1 ty, Ftp id., � w tt,, cont i� 1 acre3-more o The n etc usive easement describe Brei is toj d shall run with the land, and sh 1, .e for the use and benefi "mobi h qqi»t s and Grantee. their heirs or su and assigns. Grante ' n •eon ey or assign the easement to any pe of r than a subsequent owne f�G1' ntee's above- described land. IT IS EXPRESSL D@ tAND�AGRI tht ' oth Grantors and Grantee have the right to improve fo eaks a r9aallddT$tye.•eIsement hereinbefore described, and to maintain, repair and replac uch-im rovements; provided, however, that neither of the parties hereto is required to improve, maintain, or repair any such road, nor does either party assume any liability of responsibility to thethe landtbyr, their invitation,rexpressessors or or implied, orns, or to by reasonany of anyson businesusing conducted by either party. IN WITNESS WHEREOF, the undersigned have set their hands and seals the day and year above written. Signed, Sealed and ' ered in the pre o • 7 • • .' % .,.€‘'''', . t.../. •_ dr r ♦ (SEAL) irs 1,1i toes F'el g7!1•r.,'�'ersonal t� I Re eve o he Estate of -• { 4it i EtOH Be nice D. 'epper S con d PR) Received$.-- ' 0 Documentary Stamp T39 (As to FJPjr) Received$ Cl:mis"C"Intfr:'ti,.te COLLIER COUNTY CLERY.01•COURTS U.C. BY 0 r A ti r' D 6 „,„ .. .: .. . . . . 0 0 1219 0011111 _ OR DO®K PAGE �� 111 l 1j+ A t I & SEAt) FirstA'' S PARKE' //e .f .--- --;---/ Second Witness (As to CP) G_, — ( F st t�f nes r J�Q ^ HEARN (1,t (SEAL) '' L f� ..lwie,: X74: �.'. 1 `""'�'� 1.'1 r� 'e and Witness maz:.ir,`r• (As to JPH) o,---. ' ,.n' w /��` L..., ' 4. At 'A (SEAL) (' Witness �.� \ i' �dT -aft c J "T . 1 �, Se yo' itness Co (AS"to FJPjr) C � Iv STATE OF FLORIDA COUNTY OF ►Q z IHER BYCRTIVt .t n t is 1966 before me erso all, app-ar d FAN - :P' R,' R :- Personal Representative ofof the Estate or18$r ce O. •.pn• I di,iduall :, tt'pp me k to be the person described in an wh' a e- ied t or-go trant Eal-em; . TURNER CORPORATION, and severally a qow •dged the execution the e f to b-his ie :ct and.deed for the uses and pur Doe's therein mentioned. WI NESS ., County of J. ature and official sat"at.„ ,/ ., a-�,. •.....-i.nf�tbe �r� ... and State of Florida,' e yyjand yr'ar•.1ast;•• aforesaid. / ;,:J; 1; {C. 1,_i v.--,..-AirLaa...,4 Ali;:-.:•- .-,'' 7.. ' (jr�'y Pu. is 'tate..of�F:or •a:•'.; 1+y Commission Expires: . toraeY 01.1at1C 31117(or r1n.1„A, (Affix Notary Seal) arY,,,sssrox UP,OCI 17.1.°n EOf000 WY GCNIIAG IMS.0713 J STATE OF FLORIDA COUNTY OF DADE n I HEREBY CERTIFY that on this /b day of L L` ,A.D., 1986 before me personally appeared CHARLES PARKER to me Ckli own to be the person described in and who executed the foregoing Grant of Easement to TURNER CORPORATION, and severally acknowledged the execution thereof to • "�u:...11. ,y j3..4:a4.-,,,---"a.--.—...+w:. hL'r:vixi i ;s r44. .._.__.-- i..... . og-4,*;,,A, ifr.uo ..!u 6 , _ _ . . . . . . . " ,. ... _ 001219 001115 .-� `' '. PAGE OR 1300K to be his free act and deed for the uses and purposes therei mentioned. WITNESS my ig ture and official sea oatf ori A, the�Y and yearn the County of and an last aforesaid. I,rte �� / • : ✓ • ary 'u. c 5-ate of, lori.da_; P(y Commission Expires: .. '` . , -� (Affix Notary Seilj::�. November 13, 1987 JeY.'ii:'• AtR C�k4v COUNT OF FLORIDAE Y COUNTY OF 1 u s i /524 .A.D.. I HER .74.2....----- Y CE' that-.op this S day S 1986 before me flerso a1 r a_eared-JOYC N, knd n to' e to be the person described in d wh. exec ''t a fp989othe ex cutOr nt ionf Ea a eren to TUmen to RNER NER free CORPORATION, nd s'v call ackp tk act.and deed for e pa o s t r n o s',a 1 G.alP5 , in WITNESS y i nature an of ci taf ja ida day an o 't,„%.....1...4-- ,�n 5 i Che County r''� year last afo e_5s1i,. C - r c 1 ,'� Jam. tState a ar. �a 7 ; ,t ub Expi Ny Commission s(� : = .: August 19, 1989 �ix ::ar: Sial'):-. :s . i:ii: • • Na1111.....•• ' Liui 41="J'' • Imo►, � ' �,..�..r�-• .-_._ n.•+.1{.q}�AN .iiva:.r' •.. �lV1J j,F;J��:F[�^I'SSN.•'.'r�....�.._... 160 6 THIS PAGE INTENTIONALLY LEFT BLANK 4 OR Book 1219 Page 1118 .i: _ ..f, L.606lii . _ ,... . . .. ..... -, 0I 1986 SEP 22 PII Z I2 This Instrument was prepared by: COLLIER COUNTY RECORDED EARL DRAYTON FARR,JR. L, FARR,FARR,HAYMANS,MOSELEY,EMER1CH and SIFRIT,P.A. Attorneys at Law P.O.Drawer 1447 . 1 Punta Garde,Fla.33950 .j 9 eo. GRANT OF EASEMENT rcc THIS GRANT is made this 19th day of August , 1986 by o and between REX PROPERTIES, INC., a Florida corporation, GRANTOR, and TURNER Cp = o CORPORATION, a Florida corporation, GRANTEE, p d N WITNESSET H: cD ca That Grantor for and in consideration of the sum of Ten Dollars ($10.00) receipt of which is hereby acknowledged, hereby grants, bargains, sells, and conveys unto Grantee, its succesors and assigns, the non-exclusive right to use as means of ingress and egress to and from Grantee's land certain lands situate in Collier County, Florida, more particularly described as follows: {!`�_ '.-,• ria, Easement 1: The E"a-t ff 1D ''iet-C_W �{t��531.00 feet I of the South 3864 c t Section 26, To l 1 South, o Range 28 East, C F� • 'ounty, Florida. o Eastment 2: Th- East-60.00,feet of Section 35, Town ip 46 South, Rang 28 ..stli,o ier`eounty-;-.Flp7 da, lyi No h nil of Pepper oad. �, co Easement : e ON .0 (th rt e 't 1/4 f the North ast 4 nd t o st 60 0 t f h fartl 60. 0 feet of t e No thw st 1 4 fte ,otl� e 1 o Sec ion 7, Township �p , fe 8 E t COl er Cou ,y,I Flo ids. These non- cl ive easements are for t beneff'-ttof/ ppurtenant to Grantee's la any portion thereof, si to i Co,11 County, Florida, describ op ollows: liJ1.0 A parcel of lin •ction 25, Township 46 So ,LR.R ge 20 East Collier County, l rj more particularly*. 'by as follows: .._.- ':„7h ` � The North 1459.41 feet., cut n 5.A wnnsiif 46 South, Range 28 East, Collier County, Flo a;Cortfining 180.0 acres more or less. The non-exclusive easement described herein is to and shall run with the land, and shall be for the use and benefit of both Grantor and Grantee, their heirs or successors and assigns. Grantee may not convey or assign the easements to any person other than a subsequent owner of Grantee's above-described land. IT IS EXPRESSLY UNDERSTOOD AND AGREED that both Grantor and Grantee have the right to improve for use as a road the easement hereinbefore described, and to maintain, repair and replace such improvements; provided, however, that neither of the parties hereto is required to improve, maintain, or repair any such road, nor does either party assume any liability or responsiblitY to the other, their heirs, successors, or assigns, or to any person using the land by invitation, express or implied, or by reason of any business conducted by either party. Received$ Dor.,un:'ntary S:amp Tax Received r. Class"C"krt.ta.:E:1= n.:ionai 1-toperty lax COLLIER tMUfiTY CLERK OF COURTS BY -t-'.! -- D.C. IIP ' • r i ..e. D 6 . ., , _ ,. .r • 001219 001115 OR BOOK PAGE IN WITNESS WHEREOF, the undersigned have set their hands and seals the day and year first above written. . • Signed, Sealed and De ivered REX PROPERT "'' in t presenceillp ;.' 0 `'' de.1, `: \- %r, o..aLta. / By 4,„„„/„.- ` ! ". (SEAL) t *fitness - pReiw��.. Secon., tnes (Affi CtirporA el-UW.1•11 :;�.:� • STATE OF FLORIDA COUNTY OF DADE I HERESY CERTIFY tha“nnit1�i1 f� August . ,A.D., 1986 j t' before me personally agp -• . k-3. ‘Jr as President of REX PROPERTIES, It;eg,Qaj` oFida corporat on, oN.- n. n to be the person described in and who'e?cecuted the foregoing Grant o E4shnt to TURNER CORPORATION, and severally acknpwled'1ed the execution� thereofeto b- his ee act and deed • as such officer, for t(��Ie qs 11tt p ro es the ein ment'oned; and that he affixed thereto the offi?ial 'eal ,. s corpora . d the s•id instrument is the free act and de,d of/ aid torpor igp+. WITNESS n sig I. u - a • of al s.a t ,7 in the County of Dade ata of id,- • .. an year last aforesaid. likri r .... ;r/.4t.a,� r ;.,,0 4 ,u� S ate.o- .o a• ..- v -t.•`: toy Commission Expi •�,r� i t I. ',:4, n. fa :7� Op.. i otary Seal,)-,....,rd--,.e..:-.4, NOTARY PUNIC STATE a MAMA' v.jp�� C �' ,. •,5ili�� RY CORAISSIOA OP.OCT 13.1910 '-"' �"- '� OWED IHV OtAtRAI I .lie). ,, i co -2_ I 1 OR Book 3557 Page 3585 1606 Cocuments p oaldnd by DataTrco t.LC via Its proprietary ImagmO and Ce1Nery system Copyrlohl 2Q03,All rlylrls reswvarl Timothy G. Heins,Esq: Quarles&Brady LLP 1395 Panther Lane,#300 )Q Naples,FL 34109 RELEASE OF OIL AND GAS LEASES Re: Trafford Lake Prospect STATE OF FLORIDA {} M I F COUNTY OF COLLIER {) a ~ eo IW KNOW ALL MEN BY THESE PRESENTS,that the undersigned does hereby relingnich surrender,and forever quitclaim to the hereinafter named Lessors,their heirs,successors and Assigns,as their interest may appear,any and all right,title and interest whatsoever presently owned by the undersigned in and to the lands described hereinbelow by virtue of the following described Oil and Gas Lease,to wit: 8 i _ ..a v W RK's Oil and Gas Lease No. 78425 dated January 24, 1984,recorded in ac•ao OR Book 001062,Page 001117,Collier County,Florida,by and between Rex Properties, Inc. as Lessor,and Southern Oil Exploration,Inc.,as Lessee o1-711 o Insofar as said Oil and Gas Lease covers the following described land: ?cs In Township 46 South,Range 28 East: "t 8 s_.ro Section 25—All, Section 26—West half of Southwesto Quarter(W/2SW/4), Section 27—All, Section 33—South Half (S/2)&Northeast Quarter(NE/4) Section 35—Northeast Quarter(NE/4) South Half of Northwest Quarter of Northwest Quarter(S/2NW/4NW/4);South half of Northwest Quarter(S/2NW/4); 1.4 West half of Northeast Quarter of Northwest Quarter of Northwest Quarter (W/2NE/4NW/4NW/4);South Half of Northeast Quarter of Northwest Quarter (S/2NE/4NW/4);and Northeast Quarter of Northeast Quarter of Northwest Quarter (NE✓4NE/4NW/4) located in Collier County,Florida RK's Oil and Gas Lease No. 78433 dated January 24, 1984,recorded in OR Book 001062,Page 001114,Collier County,Florida,by and between (Mrs.)Bernice D. Pepper,a widow as Lessor,and Southern Oil Exploration,Inc., as Lessee Insofar as said Oil and Gas Lease covers the following described land: hi Township 46 South,Range 28 East: Section 22—Southeast Quarter of Southwest Quarter(SE/4SW/4); West Half of Southwest Quarter of Southeast Quarter(W/2SW/4SE/4); East Half of East half of Southwest Quarter of Southeast Quarter (E/2E/2SW/4SE/4) Section 26—Southeast Quarter of Southwest Quarter(SE/4SW/4) Section 28—North Half(N/2)and Southeast Quarter(SE/4) Section 35—Northwest Quarter of Northeast Quarter of Northwest Quarter(NW/4NE/4NW/4);and East Half of Northeast Quarter of Northwest Quarter of Northwest Quarter(E/2NE/4NW/4NW/4) located in Collier County,Florida 1606 Docurnento prnvbino by Enact.,.,t is v irs proprietary Imaging and delbery system CopyInjtd 2(ID1,PIE dgtIn revetved *** OR: 3557 PG: 3586 *** ;,, r r R �nyy,11,11 .:.14111.1.41.-::‘' • WITNESS WHEREOF,this instrument is executed on this 22nd day of `fy Rzf U ,-,.1;•:. FICs.i.a•r- :-:_ 'y=:-ts+r4=VE ' � .. • TROLEUM CORP. ti n, •;-,—.6'4': JCa 5 44 µ.s;.t / Tanya Kre st. Secretary Stephen Kuzmich,Vice Presi.ent STATE OF TEXAS {} COUNTY OF MIDLAND {} This instrument was acknowledged before me . • the 22nd day of September,2003,by Stephen Kuzmich, President of RK Petroleum Corp.,Ai '..' orporation,on behalf of said corporation. L-1 i g A;t i t I,c 4,,....,„„ _=�'pv P`r�_ TANYA NORTHERN ei 0r/ «= Notary Public.State of Texas -. Notary • . "c, State of Texas -...:,V, ••',..7-F Vly Commission Expires 03-28-05 i 1 I I I 1 I I I ( I S': OR Book 4089 Page 3509 ,: 16O6 6 Retn: 3887712 OR: 4089 PG: 3509 AEC FBM 18,50 000DLOTTE COLBNAN 17 AL RECORDS() In the OFFICIAL RECORDS of COLLIER CUM, FL 4601 TANIANI TR N 1300 08/16/2006 at 11:31AN DWIGHT B. BROCA, CLERK NAPLES FL 34103 RESOLUTION 2006- 148 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS DESIGNATING 985.4 ACRES IN THE RURAL LAND STEWARDSHIP AREA ZONING OVERLAY DISTRICT AS A STEWARDSHIP SENDING AREA WITH A DESIGNATION AS "LTR SSA 7," APPROVING A STEWARDSHIP SENDING AREA CREDIT AGREEMENT FOR LTR SSA 7, APPROVING A STEWARDSHIP SENDING AREA EASEMENT AGREEMENT FOR SSA 7, AND ESTABLISHING THE NUMBER OF STEWARDSHIP CREDITS GENERATED BY THE DESIGNATION OF SAID STEWARDSHIP SENDING AREA WHEREAS, Lake Trafford Ranch, LLP ("LTR"), a Florida limited liability partnership (herein referred to as "Owner"), owns approximately nine hundred and eighty five and four tenths (985.4) acreslogate4 within the boundaries of the Rural Lands Stewardship Area Zoning,,0ii�e i s(n ,r (I, A District") located in Collier County, Florida; and `',/ �-<:\j-2,\ � WHEREAS, Owner h s golly-requested that,sa d land be designated as a Stewardship Sending Area,("S}SA) in accordance v,+ith, arid p rsuant to Section 4.08.06 of the Collier County Land a%1gp htlot(e (rt-IP� dl 1. I( h 1 I v 1 WHEREAS, Owner��ia'�Subrtill etf'a1SS4 Des tib,Application ("Application") for the LTR SSA 7 land;an '- J 1 /� WHEREAS,Collier CoUr{ty staff has reviewed hie Application,along with support documentation and informationYi'rac!b Sections F/6 of the LDC, and determined that the Application is legally sufficient'k Z f �� WHEREAS, the Collier County Board of County Commissioners ("Board") has determined the LTR SSA 7 Stewardship Credit Agreement and LTR SSA 7 Stewardship Easement Agreement are in compliance with, and meets the requirements of the LDC, and is in substantial benefit to the general public. NOW,THEREFORE,be it resolved by the Board that: 1. LTR SSA 7, as described in attached Exhibit 1, consisting of approximately nine hundred and eighty five and four tenths (985.4) acres is hereby designated as a Stewardship Sending Area("SSA"), and will be officially designated as"LTR SSA 7"on the Official Zoning Atlas Map. 2. The LTR SSA 7 Stewardship Credit Agreement, attached hereto as Exhibit"2", meets the requirements of Section 4.08.06 of the LDC and the Board hereby approves the LTR SSA 7 Stewardship Credit Agreement. 3. The LTR SSA 7 Stewardship Easement, attached hereto as Exhibit 3, meets the requirements of Section 4.08.06 of the LDC and the Board hereby approves the LTR SSA 7 Stewardship Easement. 4. The Board hereby establishes, grants and assigns four thousand and thirty four and two tenths (4,034.2) Stewardship Credits to the Owner, r ,,c,.:,Coleman&Johnson,P.A. 4001 Tasmia i Trail,N. as 300 Naples,FL 34103 . .. 160 6 *** OR: 4089 PG: 3510 *** which may be sold, transferred, or otherwise utilized by the Owner in accordance with Section 4.08.04 of the LDC. 5. The Board hereby establishes and authorizes an additional one thousand eight hundred thirty-five and nine tenths (1,835.9) Stewardship Credits to be transferred to the Owner under the terms of the Credit Agreement attached hereto as Exhibit 2. 6. The Board further approves and authorizes the acceptance of the Stewardship Easement Agreement for the LTR SSA 7 lands. 7. By its designation of the lands described in Exhibit 1 as a Stewardship Sending Area, the County shall not hereafter grant or approve any increase in the density or additional uses beyond those uses specifically authorized in the LTR SSA 7 Credit Agreement. THIS RESOLUTION ADOPTED this 20th day of June, 2006, after a Motion, seconded,and majority vote favoring same. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA ATTES • DWIGH E. BROCK Attest_0 • - airS44 $ , Deputy Clerk': \,.,_.---4.1 ,.,las, Chairman w`s`oi sipnatail 0! �7V) - �, Approved as to form and ( UN----,r legal fficie Cy: 'w `moi s' 1 _ TU ! f,...) By: Steven Griffin, `� - i( Assistant County Attorrlty�\ /Li) stew o I=LORII)A :,uunt.y ut Min I I.;,: #i:H,ei..R KY T'N°T t i! In a true and • :var a_4`.I+lg4 -d;",::-.rz fi:^-In to�'zrd. ,iii.. .Pitg its.• w C.:.: r County W ::,,t* :v 4 :41 II'z13 d4y c.'6 DWI .,.._Mt.'.` ..LIIII CrCOURTS OR Book 4089 Page 3511 16C6 3887713 OR: 4089 PG: 3511 RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL 08/16/2006 at 11:3IAM DWIGHT E. FROCK, CLERK Prepared by: Retn: RIC FEE 2772.50 Richard D. Yovanovich G00DLETTE COLEMAN ET AL Goodlette Coleman & Johnson, P.A. 4001 TAMIAMI TR N 1300 4001 Tamiami Trail North NAPLES FL 34103 Naples, FL 34103 - 6, (7 1 1 STEWARDSHIP SENDING AREA MEMORANDUM 1 Ia LTR STEWARDSHIP SENDING AREA 7 1JO_ ` 1 This Stewardship Sending Area Memorandum is to memorialize changes to the allowed land uses on real property located within the Rural Lands Stewardship Overlay District of Collier County, as described in the Future Land Use Element of the Growth Management Plan of Collier County, Florida. The property described in Exhibit "A" has been , designated as a Stewardship Strad' •A• , and said lands are encumbered by a Stewardship Easement as d9scr bbft, -'001v /O Ti 1. On June 20, 2006 .ursuant to Sectio �`4. $.06 of the Collier County Land Development C9de ( Lthe-Boardf Cocity Commissioners of Collier County, Florida designated the landssdebed Exhi it"A " and containing 985.4 acres as -- a Stewardship Se 1 g : IMIly o 7s " TR Stewardship Sending Area ("SSA") 7", sai la s be' a',- £ ra or Ranch, LLLP, a Florida limited liability limited art hrp, rgi - TR . -h ` al description of LTR SSA 7 is ri attached as Ex b A . y 2. By such design 'n, the Board of C. . mmissioners also approved a Stewardship Sending,*eaQredit Afire,nib` established and authorized five thousand eight hundredepity n tenth (5,870.1) SSA Stewardship Credits to LTR SSA 7. Of the 7credits established and authorized by the Stewardship Sending Area Credit Agreement four thousand thirty four and two tenths (4,034.2) Stewardship Credits were assigned to LTR and are immediately available for sale, transfer, or other utilization by the Owners in accordance with Section 4.08.04 of the LDC. The remaining one thousand eight hundred thirty five and nine tenths (1,835.9) Stewardship Credits established and authorized by the Stewardship Sending Area Credit Agreement (herein "Credit Agreement") will be transferred and assigned to LTR as Owners, in whole or in part, pursuant to the terms of the Credit Agreement attached as Exhibit "B" hereto. 3. The Stewardship Easement Agreement, which was also approved by the Board of County Commissioner on June 20, 2006 and which describes the land uses eliminated from LTR SSA 7 and the land uses remaining on said lands. 4. Four hundred fifty nine and no tenths (459) acres of land located within LTR SSA 7 are designated for restoration. Of the total 5,870,1 Stewardship Credits (i) 1 160 6 , _ OR: 4089 PG: 3512 .__, established and authorized, three thousand six hundred seventy one and eight tenths (3,671.8) were Restoration Stewardship Credits. The Restoration Plan is attached to the Credit Agreement as Exhibit "G"thereto. 5. Pursuant to LDC Section 4.08.06 C.7, this Stewardship Sending Area Memorandum is to be recorded in the Official Records of Collier County, Florida. Witnesses: Lake Trafford Ranch, LLLP A Florida limited liability limited partnership C0..u.`1-04. -1- L• C)mac_ •' �i (Signature) By: Thomas M. T ylo S v tiq�..e_ L. C)C ea c�A its: ' 'c -/ /`�,e,4tr, (Print full name) , ,( 3. _:_, R CO 1� (Signa.ure) � i CIA (Print KCt (Print full name) / ' - 31oh -z-4-A -e-L. 0 a), 0 t ��r . _1_.:� , to (Signature) \ By: ,i tto. L. All 3 �Z.�.� \,., `CS c\. &� its: 1 .e�-� (Print full name) ,! �1 / /4 4 _e4mt - A. - it cS'.`� � (Signature) (Print full name) f i6O6 011; 4089 PG; 3513 STATE OF FLORIDA COUNTY OF COLLIER Before me, a Notarr blic, the foregoing instrument was sworn to, subscribed and acknowledge4 this day of July, 2006 by Thomas M. Taylor as a2r/ G.4 OF Lake Trafford Ranch, LLLP and who is personally own to me or who produced as identification. NOTARY PUBLLGSTATE OF FLORIDA /� Betsy Blanco 1t Commission#DD391818 p;,es; a 01, Z009 Notary Public il P61jhLL'6 , 1 Bonded Thrrinted Name: 7711 AA-it 0 u Atlantic Bonding Co.,Inc.Ine. t Commission No.: (SEAL) My Commission Expires: I b. al otY i;R COO\ C10 STATE OF FLORIDA COUNTY OF COLLIE" n CC 0 1, I V I-4 Before me, a No ,_kPublic, the forego'f g in trye t was sworn to, subscribed and - knowled•-• this day of Julk Ot. by Christopher L. Allen as A! ;L,� r AI o ake Trafford Ra e , LP and who is personally known, to me or who produced 0as identification. FIE C ,t� NOTARY PUBLIC-STATE OF FLORIDA Betsy Blanco ' `' /jo( Commission#DD391818 Notary Public Expires: FEB. 01, 2009 Printed Name: ill✓7' Bonded thru Atlantic Bonding Co.,Inc. Commission No.: (SEAL) My Commission Expires: Feb.�r, UO' GP 161) 6 WiIevnMiller® EXHIBIT A New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A) (EXHIBIT A) All that part of sections 28 and 33,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northwest corner of Section 28,Township 46 South, Range 28 East, Collier County, Florida. (Point Number 1, Northing 771069.3669, Easting,482644.9265); Thence along said north line of said Section 28 North 89°00'45" East, 3680.85 feet. (Point Number 2, Northing, 771132.80, Easting, Thence leaving said north line in straigh-ile •. ftp =ugh the following vertices, Points 4 through 562 inclusive. //f(� Point Number 4, Northing, 77)Y05 .4� Ea�ting,.48. 2 Point Number 5, Northing, 7 10 .4 , loin , .86240)81 Point Number 6, Northing, 7 10 • a-1 5;. Point Number 7, Northing, 7 10 7.r 9, `a ti g,140't' Point Number 8, Northing, 7 r • -a,:_9/4.8.0,41.• h Point Number 9, Northing, 7 `. F.0 0, Easing,4860.. Point Number 10, Northing, 7 48.75, Easting,486Q a Point Number 11, Northing, 7r9, 93, Easting,486 •- Point Number 12, Northing, 7716 Easting,486033,7k' .rte Point Number 13, Northing, 77102 sting,_4.8601: *1 Point Number 14, Northing, 771025.19, thig(4$ 99:88 1..o Point Number 15, Northing, 771023.68, Eas ifg;485983.65 Point Number 16, Northing, 771022.25, Easting,485977.75 _. Point Number 17, Northing, 771020.75, Easting,485965.97 C-61, Point Number 18, Northing, 771015.62, Easting, 485927.65 � Point Number 19, Northing, 771012.68, Easting,485891.56 •+=> Point Number 20, Northing, 771006.00, Easting,485850.28 Point Number 21, Northing, 771003.07, Easting,485822.28 Point Number 22, Northing, 770996.43, Easting, 485798.72 Point Number 23, Northing, 770992.75, Easting,485773.65 Point Number 24, Northing, 770991.32, Easting, 485746.40 Point Number 25, Northing, 770987.63, Easting, 485722.84 Point Number 26, Northing, 770983.94, Easting, 485704.41 Point Number 27, Northing, 770983.94, Easting, 485689.68 Point Number 28, Northing, 770981.69, Easting,485669.03 Point Number 29, Northing, 770976.56, Easting,485651.38 Point Number 30, Northing, 770974.38, Easting, 485636.63 Point Number 31, Northing, 770972.87, Easting, 485621.15 Offices strategically located to serve our clients 800.649.4336 _ _ Naples/Corporate Office 32(X)Bailey Lane,Suite XV•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 wilsonmi ler.corn 10• 155001 Ver:O11-TOBBORNE 1 ' "O W/honMln.Llnc.—FL Uc.f LC-0000170 160 6 WilsonMiller' New Directions In Planning,Design&Engineering Point Number 32, Northing, 770972.12, Easting,485607.16 Point Number 33, Northing, 770966.25, Easting, 485563.68 Point Number 34, Northing, 770956.68, Easting,485524.62 Point Number 35, Northing, 770949.31, Easting,485486.31 Point Number 36, Northing, 770942.69, Easting,485453.91 Point Number 37, Northing, 770941.18, Easting,485424.44 Point Number 38, Northing, 770937.50, Easting,485399.38 Point Number 39, Northing, 770933.06, Easting,485368.44 Point Number 40, Northing, 770930.12, Easting,485346.31 Point Number 41, Northing, 770927.94, Easting,485322.75 Point Number 42, Northing, 770925.75, Easting, 485302.85 Point Number 43, Northing, 770922.06, Easting,485274.84 Point Number 44, Northing, 770917.62, Easting,485254.97 Point Number 45, Northing, 770916.13, Easting,485228.43 Point Number 46, Northing, 770916.81, Easting-4852_07.28 Point Number 47, Northing, 770889 82,\E ti85it 43.,0'.2,2 Point Number 48, Northing, 77078 ;. a ting,4'8-5040 2 L\ Point Number 49, Northing, 779780.5&, Easting,485049.4 Point Number 50, Northing, 770760.69,-Easting,485050.12 i Point Number 51, Northing, 7707,38.57;Eftsting 485049.41 Point Number 52, Northing, 7707 -1t 2 E stip ��, 504 :5�5 Point Number 53, Northing,If/70iro5�I E sting,1148504 \6a Point Number 54, Northing,1770 9 1.,4‘ n§,}485048.05 �, Point Number 55, Northing, 770875:94, Easting 48x5.049` r . Point Number 56, Northing, 7,7.06 2.57, Easting, 485140.56 .. c) Point Number 57, Northing, 77056.,"k00, Easting,4850.3743 , O Point Number 58, Northing, 770 16 8i Easting, 485036, : V �, Point Number 59, Northing, 77046 ,50,Easting,485033:9¢ o Point Number 60, Northing, 770419.57,. tipg(4 003.• 97 Point Number 61, Northing, 770376.81, E`'`asting;=4 5030.97 .-b Point Number 62, Northing, 770328.38, Easting,485028.65 4? Point Number 63, Northing, 770307.80, Easting,485028.41 c�..1 Point Number 64, Northing, 770284.69, Easting,485029.50 (....-o Point Number 65, Northing, 770261.18, Easting,485030.18 v Point Number 66, Northing, 770185.85, Easting, 485208.70 Point Number 67, Northing, 770069.34, Easting,485220.80 Point Number 68, Northing, 769957.75, Easting, 485232.39 Point Number 69, Northing, 769943.80, Easting, 485061.22 Point Number 70, Northing, 769881.44, Easting, 484970.86 Point Number 71, Northing, 769663.19, Easting, 484950.15 Point Number 72, Northing, 769490.85, Easting, 484981.37 Point Number 73, Northing, 769466.12, Easting, 484992.65 Point Number 74, Northing, 769440.38, Easting, 485006.66 Point Number 75, Northing, 769412.38, Easting,485028.04 Point Number 76, Northing, 769391.00, Easting, 485044.25 Point Number 77, Northing, 769371.81, Easting, 485056.03 82,2005.155001 ver 00.TOSBORNE 2 . 03312504^'0.0 160 6 1 1 1 1sOnMi//e1' OR: 4089 PG: 3516 -- New Directions In Planning,Design 4 Engineering Point Number 78, Northing, 769346.76, Fasting,485067.10 Point Number 79, Northing, 769325.44, Easting,485081.09 Point Number 80, Northing, 769304.75,Easting,485093.60 Point Number 81, Northing,769286.38, Easting,485103.19 Point Number 82, Northing, 769267.19, Easting,485114.96 Point Number 83, Northing, 769246.56, Easting,485129.72 Point Number 84, Northing, 769228.13, Easting,485144.43 Point Number 85, Northing, 769214.12, Easting,485154.04 Point Number 86, Northing, 769200.13, Easting,485166.56 Point Number 87, Northing, 769179.50, Easting,485182.75 Point Number 88, Northing, 769159.62,Easting,485196.75 Point Number 89, Northing, 769136.81, Easting,485205.59 Point Number 90, Northing, 769118.38, Easting,485207.81 Point Number 91, Northing, 769097.00, Easting,485210.75 Point Number 92, Northing, 769088.88, Easting;-485 12.97 Point Number 93, Northing, 769082.4 "E'*tligPri..• ��`�$ Point Number 94, Northing, 7690 .asting,4 5:49 Point Number 95, Northing, 7694, Easing,485223.': Point Number 96, Northing, 796071.18;Easting,485240.22 Point Number 97, Northing, 7 90,68.5;- stii_ng 485 :1.59 Point Number 98, Northing,769 &82, Point Number 99, Northing, 69 6 .56/ E s n�, `, . • : '"'` Point Number 100, Northing 6 0 7. a tide •:x:529:2' Point Number 101, Northing 5, Eastin., '1: 30 Point Number 102, Northing,l 018.19, Easting,48 09. 0 � Point Number 103, Northing, 9 6.07, Fasting,483$ 2 • C7 Point Number 104, Northing, 7�4 6 . 7, Easting,48531 .3c) Point Number 105, Northing, 76894 Easting,48 �`•,b Point Number 106, Northing, 76893 . 3/i1Vtin., 11 • Point Number 107, Northing, 768911.31, East(n ,- 85 22.75 Point Number 108, Northing, 768896.63, Easting,485324.21 Point Number 109, Northing, 768881.13, Easting,485324.21 Point Number 110, Northing, 768864.94, Easting,485324.21 Point Number 111, Northing,768857.00, Easting,485324.64 Point Number 112, Northing, 768854.41, Easting,485340.01 Point Number 113, Northing, 768846.87, Easting,485371.85 Point Number 114, Northing, 768837.27, Easting,485403.13 Point Number 115, Northing, 768825.64, Easting,485433.71 Point Number 116, Northing, 768812.03, Easting,485463.46 Point Number 117, Northing, 768796.51, Fasting,485492.27 Point Number 118, Northing, 768779.14, Easting,485519.99 Point Number 119, Northing, 768759.99, Fasting,485546.52 Point Number 120, Northing, 768728.06, Easting,485587.42 Point Number 121, Northing, 768708.79, Easting,485610.61 Point Number 122, Northing, 768686.35, Easting,485634.42 Point Number 123, Northing, 768662.39, Easting,485656.70 0 823/2:05-755001 VK 011-TOseORNE 3 03312-SO4-040.-0 160 6 - Wilso:Miller' OR: 4089 PG: 3517 New Directions In Planning,Design&Engineering Point Number 124, Northing, 768637.03, Easting,485677.37 Point Number 125, Northing, 768629.95, Easting,485682.67 Point Number 126, Northing, 768580.27, Easting,485719.15 Point Number 127, Northing, 768566.60, Easting,485732.61 Point Number 128, Northing, 768544.24, Easting, 485753.31 Point Number 129, Northing, 768526.67, Easting,485767.63 Point Number 130, Northing, 768526.76, Easting,485786.94 Point Number 131, Northing, 768524.50, Easting, 485804.62 Point Number 132, Northing, 768525.25, Easting,485822.28 Point Number 133, Northing, 768525.25, Easting, 485842.93 Point Number 134, Northing, 768524.50, Easting, 485858.41 Point Number 135, Northing, 768516.44, Easting, 485857.65 Point Number 136, Northing, 768507.56, Easting, 485856.94 Point Number 137, Northing, 768492.81, Easting,485857.65 Point Number 138, Northing, 768479.56 Fastin ,485 63.56 Point Number 139, Northing, 768468:6G,, stin -465:6A6:81 Point Number 140, Northing, 7684(3; 16O6 . , Wils&Miller• OR: 4089 PG: 3518 New Directions in Planning,Design&Engineering Point Number 170, Northing, 768326.31,Easting,486538.47 Point Number 171, Northing, 768321.87,Easting,486553.94 Point Number 172, Northing, 768318.18,Easting,486562.78 Point Number 173, Northing, 768308.63, Easting,486577.50 Point Number 174, Northing, 768296.88, Easting,486593.72 Point Number 175, Northing, 768288.75, Easting,486609.19 Point Number 176, Northing, 768283.56, Easting,486621.71 Point Number 177, Northing, 768279.87, Easting,486639.41 Point Number 178, Northing, 768268.88, Easting,486665.19 Point Number 179, Northing, 768257.82, Easting,486686.57 Point Number 180, Northing, 768246.00, Easting,486704.22 1 Point Number 181, Northing, 768234.25, Easting,486716.04 3 Point Number 182, Northing, 768216.56, Easting,486727.81 Point Number 183, Northing, 768200.31, Easting,486742.56 Point Number 184, Northing, 768185.62, actin ;48 762.43 Point Number 185, Northing,76817 :5 , tin > p 07 Point Number 186, Northing, 768 s7 wasting,48 �t Point Number 187, Northing, 76 .6�9, Easting,48680` . Point Number 188, Northing, 681 84i-Easting,486816.2' Point Number 189, Northing, 6 311:63;Eas r.;486;29.15 ---L Point Number 190, Northing 76f3 •.� St •86:-Op. Point Number 191, Northin , 7 1 9. , a ti •, • :6; , .R Point Number 192, Northin ,� 1 u3.: : a ti. •, :683-.3: �,. Point Number 193, Northing 7 8:. 2, Eastin•, • :683 Point Number 194, Northing, 8 76.57, Easting,48 X28. 4 ..;b Point Number 195, Northing, ``6r .00, Easting,48 0 64>.0Point Number 196, Northing,76t15 7, Easting,48680 • • Point Number 197, Northing,7680 acting,486 9 Point Number 198, Northing, 76802Y 8 :` In e: • ;607:21 7121 Point Number 199, Northing,768018.83, EastIn•' • :6858.04 Point Number 200, Northing, 768014.66, Easting,486883.03 Point Number 201, Northing, 768007.16, Easting,486947.20 Point Number 202, Northing, 768009.74, Easting,486978.69 Point Number 203, Northing,768008.06,Easting,486978.12 Point Number 204, Northing,767983.93, Easting,486975.88 Point Number 205, Northing, 767956.01, Easting,486980.40 Point Number 206, Northing, 767931.51, Easting,486992.74 Point Number 207, Northing, 767912.70, Easting,487001.27 Point Number 208, Northing, 767905.50, Easting,487004.53 Point Number 209, Northing, 767870.06, Easting,487021.88 Point Number 210, Northing, 767841.50, Easting,487034.69 Point Number 211, Northing, 767814.60, Easting,487041.58 Point Number 212, Northing, 767812.00, Easting,487042.25 Point Number 213, Northing, 767778.06, Easting,487045.25 Point Number 214, Northing, 767732.96, Easting,487049.13 Point Number 215, Northing, 767725.44, Easting,487049.78 623/2005-1s5001 Ver.CH.TOSBORtiECAM 5 07712SO4-010••0 y 1613 6 Wi/sonMiller` OR: 4099 PG: 3519 New Directions In Planning,Design&Engineering Point Number 216, Northing, 767721.01, Easting, 487050.41 Point Number 217, Northing, 767720.81, Easting,487050.44 Point Number 218, Northing, 767693.56, Easting, 487054.31 Point Number 219, Northing, 767635.50, Easting,487061.09 Point Number 220, Northing, 767588.75, Easting,487064.87 Point Number 221, Northing, 767543.50, Easting,487071.66 Point Number 222, Northing, 767433.38, Easting,487074.65 Point Number 223, Northing, 767403.25, Easting,487073.83 Point Number 224, Northing, 767378.37, Easting, 487073.16 Point Number 225, Northing, 767360.74, Easting, 487073.80 Point Number 226, Northing, 767337.62, Easting, 487074.65 Point Number 227, Northing, 767291.62, Easting,487070.90 Point Number 228, Northing, 767270.12, Easting,487070.14 Point Number 229, Northing, 767248.63, Easting,487069.37 Point Number 230, Northing,767216.94, Easting,487071.66 Point Number 231, Northing, 767190:5 "E ting, 48704,65 Point Number 232, Northing, 7671 '}x ,-Easting,48701 Point Number 233, Northing, 767140.66, Easting, 4870 •:4 Point Number 234, Northing, 7671,24.19,Eating,48 089.7 Point Number 235, Northing, 167093 31; astin ,487101.06 Point Number 236, Northing;'76/ 6 1,2,_ �sting 71 � Point Number 237, Northing', 76 0 2 8. , East ,4 7 22.'t, Point Number 238, Northingg,7.6 02,0, a still 08712�.5 �,, Point Number 239, Northing;7.6 144, Eastrn ;71§,712': r Point Number 240, Northing,\766999.36, Easting, 487=127.111 Point Number 241, Northing, 760088.44, Easting, 487428 ..0 Point Number 242, Northing, 760073436, Easting, 48713042,-% Point Number 243, Northing, 7669 .2 Easting,4871-3t 9 Point Number 244, Northing, 76691'7:56/Fastin- 7.134.25 Point Number 245, Northing, 766891.06, Eastin ; 87137.31 Point Number 246, Northing, 766878.37, Easting,487138.78 Point Number 247, Northing, 766868.40, Easting,487139.36 Point Number 248, Northing, 766839.87, Easting,487141.03 Point Number 249, Northing, 766811.89, Easting,487141.38 Point Number 250, Northing, 766779.56, Easting,487141.78 Point Number 251, Northing, 766713.19, Easting,487148.56 Point Number 252, Northing, 766651.32, Easting,487151.97 Point Number 253, Northing, 766617.44, Easting,487153.84 Point Number 254, Northing, 766531.44, Easting,487160.63 Point Number 255, Northing, 766494.50, Easting,487159.88 Point Number 256, Northing, 766478.69, Easting,487155.00 Point Number 257, Northing, 766462.81, Easting,487150.09 Point Number 258, Northing, 766457.03, Easting,487146.62 Point Number 259, Northing, 766440.19, Easting,487136.50 Point Number 260, Northing, 766425.88, Easting,487115.40 Point Number 261, Northing, 766413.07, Easting, 487077.69 Ca /23/2001 15 N1 Ver. TO58ORNE Gws 6 03312501.010-•0 16 0 6 1 , 1 , F Wilson ®lle OR: 4389 PG: 3520 r New Directions In Planning,Design&Engineering i 1 Point Number 262, Northing, Easting,766411.57, Eastin ,487048.52 1 Point Number 263, Northing, 766411.56, Easting,487048.28 s Point Number 264, Northing, 766410.06, Easting,487017.34 Point Number 265, Northing, 766410.06, Easting,486984.16 Point Number 266, Northing, 766410.06, Easting,486935.16 ' Point Number 267, Northing, 766409.29, Easting,486894.64 I Point Number 268, Northing, 766408.50, Easting,486852.94 Point Number 269, Northing, 766403.25, Easting,486779,03 Point Number 270, Northing, 766402.50, Easting,486735.31 Point Number 271, Northing, 766401.75, Easting,486690.81 Point Number 272, Northing, 766399.51, Easting,486626.20 i Point Number 273, Northing, 766397.94, Easting,486580.72 I Point Number 274, Northing, 766393.44, Easting,486467.59 Point Number 275, Northing, 766388.18, Easting,486339.37 Point Number 276, Northing, 766384.37, Easti ,486205.91 Point Number 277, Northing, 76638O.6 , ga§tin ;48 198.63 , Point Number 278, Northing, 7663- a47,'-Easting,485985,6 Point Number 279, Northing, 7663/3:0-7, Easting,485924,W Point Number 280, Northing, 66372,32; Easting,485897.85 \ I Point Number 281, Northing,/76C3371456;Easting,485 71.06 \ x Point Number 282, Northing!766367.06 . a§tin Point Number 283, Northing, 7 6357E astir! , 7 Point Number 284, Northin ,,7.81 3 3 , aty, ,48574 .6'2 L Point Number 285, Northing .766358:00,178058:00, -48571 '69 �v Point Number 286, Northing,7,.85357.25, Easting,44578. 5/ Point Number 287, Northing,X66, 54.25, Easting,485080 t Point Number 288, Northing,766?4`8.94, Easting, 485612 8'' Point Number 289, Northing, 76634'8�9�4,.Easting, 4855 3, 8 Point Number 290, Northing, 7663484,94.#1T-7,..5.544,50 Point Number 291, Northing, 766348.19;Eastin•' :5498.50 Point Number 292, Northing, 766350.44, Easting,485472.88 Point Number 293, Northing, 766351.93, Easting,485439.68 Point Number 294, Northing, 766355.74, Easting,485407.26 Point Number 295, Northing, 766357.25, Easting,485392.94 Point Number 296, Northing, 766357.69, Easting,485388.74 Point Number 297, Northing, 766358.75, Easting,485378.59 Point Number 298, Northing, 766364.01, Easting,485349.18 Point Number 299, Northing, 766370.50, Easting,485311.03 Point Number 300, Northing, 766371.56, Easting,485296.76 Point Number 301, Northing, 766372.32, Easting,485285.09 Point Number 302, Northing, 766372.24, Easting,485283.59 Point Number 303, Northing, 766372.13, Easting, 485281.28 Point Number 304, Northing, 766370.81, Easting, 485254,16 Point Number 305, Northing, 766366.31, Easting,485226.25 Point Number 306, Northing, 766361.75, Easting,485193.10 Point Number 307, Northing, 766352.69, Easting, 485172.72 8/!7!2005-155801 V,011-To50ORNE 7 CAM 07312501-040--0 V� 160 6 WilsonMiller' OR: 4089 PG: 3521 New Directions In Planning,Design&Engineering Point Number 308, Northing, 766345.93, Easting,485152.00 Point Number 309, Northing, 766341.38, Easting, 485138.03 Point Number 310, Northing, 766333.12, Easting,485113.15 Point Number 311, Northing, 766324.81, Easting,485095.03 Point Number 312, Northing, 766317.25, Easting,485076.94 Point Number 313, Northing, 766311.69, Easting,485066.31 Point Number 314, Northing, 766309.00, Easting, 485061.09 Point Number 315, Northing, 766304.26, Easting, 485048.65 Point Number 316, Northing, 766300.69, Fasting,485039.25 Point Number 317, Northing, 766298.70, Easting,485029.56 Point Number 318, Northing, 766296.19, Easting, 485017.37 Point Number 319, Northing, 766295.22, Easting,485013.69 Point Number 320, Northing, 766294.26, Fasting,485010.00 Point Number 321, Northing, 766291.63, Easting,485000.04 Point Number 322, Northing, 766287.13, Easti ,4 - 978.90 ' Point Number 323, Northing, 76628 ,6 , :gtinn9,14 49 0,43 Point Number 324, Northing, 76621 8�'5,., Fas`t'ing X84 1 Point Number 325, Northing, 761;29}: 8, Easting,484916:3 Point Number 326, Northing, 66?�S .88;Easting,484900.9 Point Number 327, Northing,/x76629 .�t2;€astigg,484$93.69 Point Number 328, Northing(76 7,. 2. 1937484864 5 aPoint Number 329, Northin , 76, 2 7. , Ea9, 64 13I if Point Number 330, Northin,]6 2 9. a $486 .7 Point Number 331, Northin 7lrz _'' '� ` ' Northing\`\,7,60 .69, Easting;48485221" Point Number 332, Northing,7.6 ,03.69, Easting, 4:'•$41.28 ;„ Point Number 333, Northing, 704106.68, Easting,484860'34'0 Point Number 334, Northing, 766050, Easting,484823'.� Point Number 335, Northing, 766308 ;1 asting,48481 \:, ' Point Number 336, Northing, 766309:y814141'ing Wt3f�5::3 Point Number 337, Northing, 766311.25, Easting; 791.13 Point Number 338, Northing, 766316.50, Easting,484770.00 Point Number 339, Northing, 766318.56, Easting,484759.34 Point Number 340, Northing, 766321.06, Easting,484746.62 Point Number 341, Northing, 766321.06, Easting,484727.78 Point Number 342, Northing, 766320.31, Easting,484717.94 Point Number 343, Northing, 766319.56, Easting,484706.66 Point Number 344, Northing, 766315.75, Easting,484683.28 Point Number 345, Northing, 766313.06, Easting,484671.42 Point Number 346, Northing, 766309.75, Easting,484656.87 Point Number 347, Northing, 766297.68, Easting,484627.46 Point Number 348, Northing, 766280.31, Easting,484582.21 Point Number 349, Northing, 766272.10, Easting, 484558.43 Point Number 350, Northing, 766266.00, Easting,484540.75 Point Number 351, Northing, 766246.38, Easting,484492.50 Point Number 352, Northing, 766226.75, Easting,484451.00 Point Number 353, Northing, 766211.68, Easting,484418.60 8r13/206 155001 Ver.Oil-TOSBORNE O 8 1 b0 6 1 1 1 WilsonMiller• OR: 4089 PG: 3522 New Directions In Planning,Design&Engineering 1 i i Point Number 354, Northing,766194.37, Easting,484387.66 1 Point Number 355, Northing,766186.81, Easting,484370.31 Point Number 356, Northing, 766184.19, Easting,484362.03 Point Number 357, Northing, 766181.50, Easting,484353.72 Point Number 358, Northing, 766177.75, Easting,484331.84 Point Number 359, Northing, 766176.25, Easting,484309.97 Point Number 360, Northing, 766177.37, Easting,484299.83 Point Number 361, Northing, 766177.87, Easting,484295.30 Point Number 362, Northing, 766178.50, Easting,484289.62 Point Number 363, Northing, 766181.94, Easting,484270.28 Point Number 364, Northing, 766183.06, Easting,484263.97 Point Number 365, Northing, 766192.82, Easting,484245.13 Point Number 366, Northing, 766207.93, Easting,484231.56 Point Number 367, Northing,766218.50, Easting,484222.50 Point Number 368, Northing, 766237.32, Easti 6-4;-;209.69 Point Number 369, Northing, 7662 6$, in. : e •0 Point Number 370, Northing, 766,2703 '' asting, • s" ; Point Number 371, Northing, 796' .04, Easting,48420 .•+' Point Number 372, Northing, 663 481-,--Easting,484214.9 Point Number 373, Northing, 66r 3 . -, asf •, ;• .20.26 il Point Number 374, Northing76. : 'n4, . ; Point Number 375, Northing 76:3 , ti •, • . • Point Number 376, Northing 76.3:3. ' ti gi� •!;•24\6' F.„ Point Number 377, Northing 7 . •.:7, Eastin§-,--' •26 Point Number 378, Northing, ,\6,.6t 97.19, Easting,4;• '85.;• ,3 Point Number 379, Northing, 64 1.93, Easting,4:- t,9 ,:..0 Point Number 380, Northing, 7 g6 s.Q8, Easting,484411••L) Point Number 381, Northing, 766 A8--Wing,4846 5 Q Point Number 382, Northing, 76664 . 6/441ttin ,4 . !25 Point Number 383, Northing, 766463.56, `s`ttn :• 75.28 Point Number 384, Northing, 766421.93, Easting,484302.35 Point Number 385, Northing, 766419.12, Easting,484298.22 Point Number 386, Northing, 766410.19, Easting,484284.50 Point Number 387, Northing, 766397.25, Easting,484258.63 Point Number 388, Northing, 766387.04, Easting,484246.75 Point Number 389, Northing, 766381.93, Easting,484240.81 Point Number 390, Northing, 766368.19, Easting,484223.03 Point Number 391, Northing, 766352.00, Easting,484207.66 Point Number 392, Northing, 766335.01, Easting,484197.15 Point Number 393, Northing, 766328.14, Easting,484194.60 Point Number 394, Northing, 766313.18, Easting,484189.06 Point Number 395, Northing, 766293.75, Easting,484185.84 Point Number 396, Northing, 766276.00, Easting,484185.84 Point Number 397, Northing,766267.92, Easting,484186.60 Point Number 398, Northing, 766259.00, Easting,484187.43 Point Number 399, Northing, 766239.62, Easting,484192.32 E023f2006-155901 V.011-TOSBORNE O331:-SO4040�•0 16D 6 WiIse:Willer' OR: 4089 PG: 3523 New Directions In Planning,Design&Engineering Point Number 400, Northing, 766228.69, Easting,484196.76 Point Number 401, Northing, 766217.75, Easting,484201.18 Point Number 402, Northing, 766197.56, Easting,484210.91 Point Number 403, Northing, 766181.38, Easting,484226.29 Point Number 404, Northing, 766170.87, Fasting,484241.62 Point Number 405, Northing, 766164.37, Easting,484258.63 Point Number 406, Northing, 766163.02, Easting,484263.94 Point Number 407, Northing, 766160.75, Easting,484272.74 Point Number 408, Northing, 766157.12, Easting,484286.91 Point Number 409, Northing, 766157.57, Easting,484297.85 Point Number 410, Northing, 766158.75, Easting,484325.71 Point Number 411, Northing, 766158.75, Easting,484341.09 Point Number 412, Northing, 766152.25, Easting,484355.65 Point Number 413, Northing, 766145.82, Easting,484366.16 Point Number 414, Northing, 766132.87,JEastin X484372.63 Point Number 415, Northing, 76612 .81�1,' tint-,484377;08 • Point Number 416, Northing, 7661 0jt75Easting,413431A\ Point Number 417, Northing, 76610 .50, Easting,484 :72\ Point Number 418, Northing, 766069.00,Easting,484376.66 Point Number 419, Northing,;766.044.69,Ea ingg.484 66.97 Point Number 420, Northing 766009�13,.. sting,— 53.?7/ Point Number 421, Northing 765988.gl, F a ting, 3. .47 76 Point Number 422, Northing, 9$8.6 sa ting, 32 711 E,,,., Point Number 423, Northing 47:69, Easting; X84308(75a Point Number 424, Northing,17.6 919.38, Easting,4 .286.91 Point Number 425, Northing, 76558 7.87, Easting,484266)6- _. Point Number 426, Northing, 76057:9,4, Easting,484244 8 Point Number 427, Northing, 7658231;3;Easting,48422 `6, Point Number 428, Northing, 765808.19Jgsting, 214:95 Point Number 429, Northing, 765793.26,Easting;=484205. 25 Point Number 430, Northing, 765758.44, Easting,484187.43 Point Number 431, Northing, 765728.56, Easting,484170.47 Point Number 432, Northing, 765716.48, Easting,484165.94 Point Number 433, Northing, 765702.69, Easting,484160.78 Point Number 434, Northing, 765676.81, Easting,484149.43 Point Number 435, Northing, 765650.13, Easting,484144.59 Point Number 436, Northing, 765620.19, Easting,484137.31 Point Number 437, Northing, 765606.43, Easting,484135.28 Point Number 438, Northing, 765592.68, Easting,484133.28 Point Number 439, Northing, 765571.69, Easting,484129.22 Point Number 440, Northing, 765550.63, Easting,484125.99 Point Number 441, Northing, 765528.68, Easting,484123.40 Point Number 442, Northing, 765523.19, Easting, 484122.75 Point Number 443, Northing, 765516.94, Easting, 484121.63 Point Number 444, Northing, 765511.81, Easting,484120.72 Point Number 445, Northing, 765500.49, Easting, 484118.72 623I2005-155901 Ver.011-TOW/ME 10 cuu 03312SO4640--0 1606 WilsOnMiller' OR: 4089 PG: 3524 -- New Directions In Planning,Design&Engineering 1 3 1 Point Number 446, Northing, 765480.75, Easting, 484116.16 I Point Number 447, Northing, 765463.31, Easting, 484113.87 Point Number 448, Northing, 765437.44, Easting, 484108.21 Point Number 449, Northing, 765420.44, Easting,484104.16 Point Number 450, Northing, 765395.37, Easting,484100.94 Point Number 451, Northing, 765366.31, Easting,484092.03 Point Number 452, Northing, 765348.13, Easting,484086.15 Point Number 453, Northing, 765336.37, Easting,484082.35 Point Number 454, Northing, 765314.56, Easting,484075.87 Point Number 455, Northing, 765260.37, Easting,484058.06 Point Number 456, Northing,765240.12, Easting,484052.00 Point Number 457, Northing, 765219.94, Easting,484045.94 Point Number 458, Northing, 765186.75, Easting,484035.44 Point Number 459, Northing, 765168.56, Easting,484028.56 Point Number 460, Northing, 765150.37,,Eastin ,484021.68 i Point Number 461, Northing, 76510028,,€ to r43.QQ7,12 Point Number 462, Northing, 765�0}8 .;'Eas ing,4831 98: 1 Point Number 463, Northing, 765'022,6, Easting,483983;6 Point Number 464, Northing, 764976,50 Easting,483968.3`1 1764944.18;- `__ r Point Number 465, Northing„ !�astin�,48359.41 Point Number 466, Northing 7649.19:50,0asting,-483 2 7 Point Number 467, Northing 7614931.51;,� a tir�g4,�4! 3 .1v Point Number 468, Northing 769 5.. , Eastirigi,4,8494 90 i_, Point Number 469, Northing,7647 :62, Easting;-46393 ' Point Number 470, Northing, 832.62, Easting,48925.,47 '.) / Point Number 471, Northing, 76 8Q2.68, Easting,483914.9 t� Point Number 472, Northing, 7664'813 06, Easting,483908746(..y Point Number 473, Northing, 7647020,-Easting,483817 ,! Point Number 474, Northing, 764741:,1`6, tin .:8#'.22 Point Number 475, Northing, 764716.13;-Eastin4, :3868.84 Point Number 476, Northing, 764689.43, Easting,483848.62 Point Number 477, Northing, 764671.69, Easting,483832.47 Point Number 478, Northing, 764656.32, Easting,483817.91 Point Number 479, Northing, 764633.69, Easting,483797.69 Point Number 480, Northing, 764618.96, Easting,483783.63 Point Number 481, Northing, 764615.06, Easting,483779.91 Point Number 482, Northing, 764602.94, Easting,483769.40 Point Number 483, Northing, 764587.56, Easting,483760.50 Point Number 484, Northing, 764573.00, Easting,483755.65 Point Number 485, Northing, 764558.50, Easting,483750.78 Point Number 486, Northing, 764552.44, Easting,483749.32 Point Number 487, Northing, 764547.75, Easting,483748.12 Point Number 488, Northing, 764521.25, Easting,483680.44 Point Number 489, Northing, 764515.62, Easting,483668.31 Point Number 490, Northing, 764507.51, Easting,483659.44 Point Number 491, Northing, 764389.50, Easting,483593.12 &23i2005-,5800,Ver.011-TOSBORNE 11 oa1,2-50..040-0 U 1606 lsonMiller` OR: 4089 PG: 3525 New Directions in Planning,Design&Engineenng Point Number 492, Northing, 764187.31, Easting,483661.03 Point Number 493, Northing, 764231.38, Easting,483780.72 Point Number 494, Northing, 764218.88, Easting,483780.72 Point Number 495, Northing, 764196.19, Easting,483774.25 Point Number 496, Northing, 764187.31, Easting, 483769.40 Point Number 497, Northing, 764176.82, Easting, 483763.75 Point Number 498, Northing, 764160.63, Easting,483752.41 Point Number 499, Northing, 764145.25, Easting, 483745.94 Point Number 500, Northing, 764133.12, Easting,483737.06 Point Number 501, Northing, 764118.56, Easting,483732.19 Point Number 502, Northing, 764103.18, Easting,483728.97 Point Number 503, Northing, 764087.87, Easting,483724.90 Point Number 504, Northing, 764074.12, Easting,483723.31 Point Number 505, Northing, 764053.88, Easting,483723.31 Point Number 506, Northing, 764041.74, Eastina.c483721.68 Point Number 507, Northing, 764030. ' , aifin 48 '/19.26 Point Number 508, Northing, 764 2`6 astingg, 4837 0 Point Number 509, Northing, 76392.44, Easting,483709.56' Point Number 510, Northing, 763968.18,..Easting,483700.66 Point Number 511, Northing,/763931i:00,Easting; 83 83.68 Point Number 512, Northing, 763 77. 8„Eastin•-•836#2-6q? Point Number 513, Northin , 76,8.7.94, Eat •, • 03658. Point Number 514, Northing,�6 830 k •a tir•, ;83645.38 I; Point Number 515, Northing 6 16-.93, Eastrn•; 3640.81' ,:‘,,,- Point Number 516, Northing, 6,,,6756.32, Easting,48 615.76 .,, ./ Point Number 517, Northing,763:7 2.13, Easting,48 319 .0 Point Number 518, Northing, 76365 X81, Easting,483574. 3•../ Point Number 519, Northing, 763647�i25,Easting, 55 . - Point Number 520, Northing, 76358 :Q6/�-T s�tng, a . 9 Point Number 521, Northing, 763544.44;Eastin§;,4835"27.62 Point Number 522, Northing, 763512.13, Easting,483515.50 Point Number 523, Northing, 763478.12, Easting,483501.74 Point Number 524, Northing, 763453.88, Easting,483491.21 Point Number 525, Northing, 763420.75, Easting,483475.88 Point Number 526, Northing, 763391.63, Easting,483459.69 Point Number 527, Northing, 763375.44, Easting,483444.35 Point Number 528, Northing, 763360.06, Easting,483427.35 Point Number 529, Northing, 763352.00, Easting,483411.97 Point Number 530, Northing, 763346.38, Easting,483385.31 Point Number 531, Northing, 763349.57, Easting,483368.31 Point Number 532, Northing, 763354.44, Easting,483348.09 Point Number 533, Northing, 763359.31, Easting,483332.75 Point Number 534, Northing, 763366.56, Easting,483305.25 Point Number 535, Northing, 763373.06, Easting,483279.37 Point Number 536, Northing, 763381.12, Easting,483255.12 Point Number 537, Northing, 763390.00, Easting, 483224.37 8723/2005-,5580,Ver.D,I.TOS8ORNE 12 u,., 03312s04d/0--0 160 6 . d Wilson Miller. OR: 4089 PG: 3526 ,--L, New Directions in Planning,Design&Engineering I Point Number 538, Northing, 763398.94, Fasting,483202.56 1 Point Number 539, Northing, 763455.37, Easting, 483026.56 Point Number 540, Northing, 763506.38, Easting,482889.40 Point Number 541, Northing, 763521.19, Easting, 482851.40 Point Number 542, Northing, 763541.56, Easting,482824.54 Point Number 543, Northing, 763563.81, Easting, 482801.37 Point Number 544, Northing, 763583.24, Easting,482791.16 Point Number 545, Northing, 763606.74, Easting, 482781.03 Point Number 546, Northing, 763844.90, Easting, 482779.05 Point Number 547, Northing, 763849.25, Easting, 482780.03 Point Number 548, Northing, 763904.87, Easting,482795.81 Point Number 549, Northing, 763938.63, Easting,482811.71 Point Number 550, Northing, 763865.50, Easting,482999.41 Point Number 551, Northing, 764032.00, Easting,483060.06 Point Number 552, Northing, 764161.06,_Eastt -4833 04.46 Point Number 553, Northing, 764189:34,geAfinig,413102.69 Point Number 554, Northing, 7641 WE-ailing,48 1192;6 Point Number 555, Northing, 762 ° :88, Easting,483015:6 �`� Point Number 556, Northing, 764 494,-.Easting,482926.88 \ Point Number 557, Northing,l764258 42;Easting,482 83.66\ Point Number 558, Northing, 764258. 2,. ` tin --1-&2 7.3-6 Point Number 559, Northing, 7q40'61, tits 2 N, ---� Point Number 560, Northing, 7,• ,.12,8.0 , a,tisi1,48286541 t�, Point Number 561, Northing\(7641, •..'0sting;482851c1O Point Number 562, Northing,;'76 108,94, Easting,48?p24)46 ;) Thence South 20°10'47"Wes;='134.95 feet to a pointi3,n the _,e, e of Section 33, Township 46 South, Range 28 East Collies u ty, Florida (Point Ni " bem63, Northing, 763982.28, Easting, 482777.91); \(,i Thence along said west line North 00°28' 111/ t- 8 .60 feet to the northwest corner of said Section 33 (Point Number 567, Northing, 765769.82, Easting, 482763.06); Thence along the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida North 01°16'37"West, 5300.86 feet to (Point Number 1, Northing, 771069.37, Easting, 482644.93) POINT OF BEGINNING; Containing 434.74 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North89°00'45"East. 8/552006.165801 Yet:011-TOSBORNE CAM 13 01112504-0/0--0 C) ,,,, 16 0 6 WI's.'n filler` OR: 4089 PG: 3527 New Direclions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 2 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: -R , 1. DATE OF PHOTOGRAPHY:4/23/,04,"x\. ' � � � 2. NEGATIVE SCALE: 1:36000 Y 3. PIXEL DIAMETER:2.5' / / 4. TARGET SCALE: 1"=500' 7S_/� 5. SCALE NOT TO EXCEED i1"=500' ---�. ��-�-^"^-A. 6. THIS IMAGERY HAS NOT BEEN-OR-TIj C-T Il-I V 9'DE TO MEET MINIMUM TECHNICAL STANDARDS O riK ItNf'\M T? .,C FZA jY TAI�}DARDS. 7. VERTICAL ELEVATION HAIJGT S V„ILL C t1SEI OR1*'O TA ;DISPLACEMENT. EVERY EFFORT HAS BEEN MA E�':TI ,MIN MIZ1 F•CIB_EEFEC1 E R CRITICAL FEATURES. 8. IN AREAS WHERE TALL •?1 CTURES OR TREE''S,LEAN TO OSTRUCT FEATURES, EXPOSURES WERE MOSN4(19,14.ED IN AN EFFORT-TQ-MINIM /THE EFFECT. 9. T1HS PRO'. IS SIMILA WCURACY TO RECTiEI E NLARGEMENTS, EXCEPT ?.;s= 1.....i A DIGITAL FO i1A , 0,/ '. �'4,y \--_______2.4SIT BY g. �-DAATE B 8-05 . x• 'r&- ,. .5 �SPySM.LS#5627 416• 4/41042:2 t. 1'' .REGISTERED ENGINEERS AND LAND SURVEYORS. NOT:YALU:Y , •;`:UT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER,;-* NOT BAgEb ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION#LB-43 REF 2H-99 6,23/2005-155001 Ver.011•TO58ORNE 14 G.43 09312504044.0 160 6 WilsonMiller® OR: 4089 PG: 3528 New Directions in Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 22 and 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL B) (EXHIBIT A) i All that part of Sections 22 and 27,Township 46 South,Range 28 East,Collier County,Florida being more particularly described as follows; • COMMENCING at the northwest corner of Section 27,Township 46 South,Range 28 East,Collier County,Florida. Thence along said north line of said Section 27, North 88°59'47"East,544.11 feet,to the POINT OF BEGINNING;(Point Number 573,Northing 771170.47, Easting 488502.29); Thence along said north line North 88°59'47"East 777.69 feet to(Point Number 576,Northing 771184.10,Easting 489279.86) ems ' '! Thence leaving said line in straight-llnu ff Il wing vertices,(Points 577 through 579 inclusive) 0 ---- t„)//' ' Point Number 577,Northing 772 26. 2,Eastirt• 489264.7 Point Number 578, Northing 77 5492,'Eatti g 4.158'. Point Number 579, Northing 77 56 . 1:s'n= , •1=‘,8„.• Thence along the east line of t e h:re d9 c •=• •- �ou'tt 0 1°3 ' 2' East, 1342.58 feet to a point on said north line of said Secti 4-.2 R *.nt' ...; .:0 orth' • •7 .20, Easting 491261.54) Thence along the north line of ection 27 North 88' '47" as t)09 feet to(Point Number 581, 1 Northing 771225.17, Easting 499 . 8) ;� Thence leaving said line in straigh egments through th .f•I o 1 vertices,(Points 582 through 631 &573 inclusive) r_ Point Number 582,Northing 772567.63, E s�ir(c/11-9�7•s:o..- Point Number 583, Northing 772573.53,Easting-4014!...•2 Point Number 584, Northing 771333.35, Easting 491920.69 Point Number 585, Northing 771291.04, Easting 491800.20 Point Number 586, Northing 771341.91, Easting 491677.84 Point Number 587, Northing 771102.33, Easting 491749.23 Point Number 588, Northing 770950.54, Easting 491802.25 Point Number 589, Northing 770847.16, Easting 491828.92 Point Number 590, Northing 770739.68,Easting 491834.56 Point Number 591, Northing 770582.14, Easting 491856.71 Point Number 592, Northing 770335.17, Easting 491693.64 Point Number 593, Northing 770318.76,Easting 491480.21 Point Number 594,Northing 770285.95, Easting 491343.49 Point Number 595, Northing 770139.90, Easting 491131.60 Point Number 596, Northing 770203.08,Easting 491077.35 Point Number 597,Northing 770363.89,Easting 491060.73 Point Number 598, Northing 770631.37,Easting 491052.73 Point Number 599, Northing 770613.42,Easting 491021.75 Point Number 600, Northing 770574.76,Easting 490954.99 Point Number 601,Northing 770554.64,Easting 490878.23 Offices strategically located to serve our clients 800.649.4336 l Naples/Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239643.5716 wllsonmiller.com di 012005-155008 Ver.011-TOSOORNE 1 van 03312-SO4010.0 Wi$onMnhcdnc.—FL Lie./LC-C000170. " :3 160 6 WilstfinMiller. OR: 4089 PG: 3529 New Llirecdons in Planning,Design&Engineering Point Number 602, Northing 770563.43,Easting 490785.97 Point Number 603, Northing 770594.18, Easting 490689.32 Point Number 604,Northing 770642.52, Easting 490632.21 ' Point Number 605,Northing 770800.67, Easting 490509.19 Point Number 606, Northing 770936.87, Easting 490408.15 Point Number 607,Northing 771024.73, Easting 490307.11 Point Number 608, Northing 771033.52, Easting 490258.77 Point Number 609,Northing 771046.70, Easting 490113.80 Point Number 610, Northing 771086.23, Easting 489995.17 Point Number 611, Northing 771125.77, Easting 489815.06 Point Number 612, Northing 771130.16, Easting 489705.22 Point Number 613, Northing 771147.75, Easting 489503.12 Point Number 614, Northing 771147.75, Easting 489362.54 Point Number 615, Northing 771135.54, Easting 489340.85 Point Number 616, Northing 771119.05, Easting 489311.52 Point Number 617, Northing 770910.86,Easting 489147.00 Point Number 618, Northing 770901.72,Eastifi"4 9 4 Point Number 619, Northing 770896.48 l afisti ;4 9- 6:� Point Number 620, Northing 770893:9asting 489133.6 { Point Number 621, Northing 770815.98/Easting 489060.69 Point Number 622, Northing 770f53.624-Easting-488917.2 Point Number 623, Northing 77076223,tasti g 48 903'80 Point Number 624, Northing 77076 ')3)-E s]in -,4 8 01; Point Number 625,Northing 771076.92, E tir)ig 485 )1) Point Number 626, Northing 71079 8 , Eesti g48 85 1' Point Number 627, Northing 7�0$'4o.6 E'2sting_488 ?62 i Point Number 628, Northing 77689 '0\47, Easting 488628. Point Number 629, Northing 7711)1,,1.0,Easting 488468.x�, Point Number 630, Northing 77101',9 Easting 488450.25k ,. Point Number 631, Northing 771160`69 - sting 488498.86 , Point Number 573, Northing 771170.4 'asting 488502.29 j G 1 OF BEGINNING) i Containing 103.27 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East,Collier County, Florida being North 88°00'45" East. &19/2006-155608 Vet:Oil-TO580fI 1E ^ C . 03012.541-044-0 160 6 1 ' 3 f l ` 1l 1/lG OR: 4039G, 3530 ,-i. New Directions In Planning,Design&Engineering q 9 E s SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 3 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 2. NEGATIVE SCALE: 1:36000 1. DATE OF 4/ 3/03. '�O 7. ./ Ai 3. PIXEL DIAMETER:2.5' >-- 4. TARGET SCALE: 1"=500' C) 5. SCALE NOT TO EXCEED 1 0,0'.r --y. 6. THIS IMAGERY HAS NOT,BEErN O 2TtiG CQ_RE f D IN O DEQ TO MEET MINIMUM TECHNICAL STANDARDS AT�iQN M /WC\1RPkC •TANDARDS. I 7. VERTICAL ELEVATION CH j S IL CAUS '(ORIZOt 1'A DISPLACEMENT.EVERY 8. IEFFORT N AREA HAS BEEN AMAI E IVINJNI E Rt FECT1F R RITICAL FEATURES. „ RES O EES L O/Ctj3 TRUCT FEATURES, EXPO ,A,,.4,-_, -WERE MOSAfCk<ED 1N AN EFFORT", MI 1 I 'THE EFFECT. 9. TI:!,:',. .i j +,;,IS SIMIL $ JN,ACCURACY TO RE,•T1F)EIYEE / RGEMENTS, EXCEPT va li A.i2' 1 DIGITAL F E FAT. -y. C% BY'. f . - • �t , cy.(A,1, S 8-08-05 •3 • . 1I '-P.S.M.LS#5627 `--- -- WILblIl1_ EFF, (_ REGISTERED ENGINEERS AND LAND SURVEYORS. NOT-VALID W, THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOA4 QOMAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION#LB-43 REF 2H-99 8119'2006.155900 Ver.O„-TOSaOPNE GAO 3 OJJ,2-SOi-0dP-9 r .,.,, U) 1606 r it OR: 4089 PG: 3531 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL C) (EXHIBIT A) All that part of Section 33, Township 46 South, Range 28 East, Hendry County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along the west line of said Section 33, North 00°28'34" East, 1817.05 feet, to the POINT OF BEGINNING; (Point Number 633, Nodlii9! , 763952.84, Easting,482778.16); Thence leaving said west line in str i�hries 7 ugh the following vertices, (Points 633 through 637 inclusive) �10 Point Number 634, Northing, 639 ; 93; Easting,�482780.0 Point Number 635Northing!7639 68� astinq, 4x2796.07 Point Number 636, Northin 763936 7 �t�q�, 2 ti Point Number 637, Northing, 7d98.7 , ti g, ?�7 .6 Thence South 15°01'15"West e t to,a 1o`n Son th es )in of said Section 33 (Point Number 638, Northing, 763 . 7, 1 asting,48277 X65) /�!l ✓\ J Thence along the west line of ection 33 North 0°2t3' 4` est 59.98 feet to (Point Number 633, Northing, 763952.84, Eastn ,482778.16) (POINT O E6INNING) Containing 0.01 acres more or less. 7'Fj Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45"East. Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 WIIStrnmlller.cam 8/2372005-155078 We:011-TOSBORNE 1 03312-SO4-040-•0 Wnr°r,MruerI,,.—FL Lid LC-0000170,1 1606 WiI:Willer' OR: 4089 PG: 3532 -- r New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 4 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A.7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: ____ ____ 1. DATE OF PHOTOGRAPHY:4/23/03 — R co 2. NEGATIVE 3. PIXEL DIAMETER:SCALE: 1:36000 �� i 4. TARGET SCALE: 1"=500' �' 5. SCALE NOT TO EXCEED 1,=500'.�y ------12 6. THIS IMAGERY HAS NOT BEEN 0 "TR H f C�C EID IN 0"*ER TO MEET MINIMUM TECHNICAL STANDARD O N IQN E�1 EY T DARDS. 7. VERTICAL ELEVATION CHA G IS�IJIL C S KIM 4 4 DI PLACEMENT.EVERY EFFORT HAS BEEN MADE� MIN�!'(IZ THJ)S EECTFCpR B21TICAL FEATURES. r. 8. IN AREAS WHERE TALLTR '- I RES-OR'T EES LEAk TO,STRUCT FEATURES, • EX.Pl ,pa - ERE MOSA,(cZ ED IN AN EFFORTtO MINIM14)1HE EFFECT. 9 T rY ;� •0 UCT IS SIMILAI st4CCURACY TO REc IFIED` //I,.ARGEMENTS, EXCEPT ..i yt NA DIGITAL F0 A T. / 04, , a ' 'vim y `,-.4, TFT I T�08-05 7! -;'1"72.7.' �' 2 3=r, S.M.'LS#5627 W1L [31.444 c c GISTERED ENGINEERS AND LAND SURVEYORS. NOT yALI '.rt.',Q f -Ti-IE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYQRAN,,, _ PER. NOT BASED ON , LL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION#LB-43 REF 2H-99 F I 8,3/1005.155670 ver.511•TOSBOANE G.1. 03.312s14-0.40.•6 CD ,... 1606 6 WilsOMiller OR: 4089 PG: 3533 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL D) (EXHIBIT A) All that part of Sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida. Thence along the west line of said Section 33,South 00°28'34" East, 2199.96 feet, to the POINT OF BEGINNING (Point Number39—Nortinhin,763569.93, Easting, 482781.34); Thence leaving said west line in stfai. Iihe segments�thfoiugh the following vertices, (Points 640 through 980 inclusive) 7(,r -� -xi-� Point Number 640, Northing,/76354'.56;tlas ing,48297.66 Point Number 641, Northing;763.51'2-``8�8,. ti\ng.•� 2884Point Number 642, Northin 761 4p8.0t), tint,4 2ea8 .8Point Number 643, Northing(7.� 4.frEtij�5,483020.1p f,.,, Point Number 644, Northing� 88, Easfing;483206,93 /,� Point Number 645, Northing,\763377.06, Easting,483223.56 ..� Point Number 646, Northing, fi\6, 36\0.88, Easting,48327/2 Q Point Number 647, Northing, 763349 27, Easting,483308c 6� Point Number 648, Northing, 763335.8.-Easting, 4833 p Point Number 649, Northing, 763332;63(E t n ; 3303 ��_�T1s � �� Point Number 650, Northing, 763331.81,-Easting--,483399.84 Point Number 651, Northing, 763334.02, Easting,483414.14 Point Number 652, Northing, 763342.32, Easting,483437.06 Point Number 653, Northing, 763347.94, Easting,483449.18 Point Number 654, Northing, 763360.06, Easting,483461.31 Point Number 655, Northing, 763373.81, Easting,483471.01 Point Number 656, Northing, 763394.88, Easting,483483.15 Point Number 657, Northing, 763427.19, Easting,483496.87 Point Number 658, Northing, 763462.00, Easting,483513.06 Point Number 659, Northing, 763497.56, Easting,483527.62 Point Number 660, Northing, 763538.81, Easting,483545.40 Point Number 661, Northing, 763643.81, Lasting,483592.50 Point Number 662, Northing, 763716.37, Easting,483621.69 Point Number 663, Northing, 763749.09, Easting,483633.86 Point Number 664, Northing, 763789.50, Easting,483648.90 Point Number 665, Northing, 763817.55, Easting,483659.62 Point Number 666, Northing, 763850.94, Easting, 483672.38 Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105.239.649.4040• Fax 239.643.5716 7/282005 155670 Ver.On.T05BCRNE wlisonmUler cpm 1 003+2-.SO4-O40.•0 wllsonMlllecinc—FL tic./LC-0000170 160 6 l WiIsonMiller' OR: 4089 PG: 3534 ,..1. New Directions In Planning,Design&Engineering 1 i Point Number 667, Northing, 763871.42, Easting,483679.96 Point Number 668, Northing, 763894.56, Easting,483688.53 Point Number 669, Northing, 763947.12, Easting,483709.56 Point Number 670, Northing, 763979.50, Easting,483719.26 Point Number 671, Northing, 764002.94, Easting,483728.16 Point Number 672, Northing, 764023.19, Easting,483732.19 Point Number 673, Northing, 764045.81, Easting,483737.06 Point Number 674, Northing, 764072.49, Easting,483737.85 Point Number 675, Northing, 764099.19,Easting,483743.53 Point Number 676, Northing, 764123.44, Easting,483754.03 Point Number 677, Northing, 764147.68, Easting,483763.75 Point Number 678, Northing, 764172.75, Easting,483775.06 Point Number 679, Northing, 764192.19, Easting,483787.19 Point Number 680, Northing, 764219.69, Easting,483795.28 Point Number 681, Northing, 764237.06, Easting,448�3,796.22 Point Number 682, Northing, 764284,3- aging;48324:66 Point Number 683, Northing, 764� st lig,-483 406, i Point Number 684, Northing, 764575: 4, Easting,483823.57-\\ Point Number 685, Northing, 76455169,E sting, 483773. Point Number 686, Northing,,' 64.69 :88i.,Eas#ing,4837z93.25 Point Number 687, Northing;76633 5�,Ea fine 48882319 .--L.Point Number 688, Northing',764664.01, ti , )33$50.Q� Point Number 689, Northin , 7646 7. as 8387 .0 Point Number 690, Northing\ 76'46 6, --astin ;4_838 • 18 ,' Point Number 691, Northing,\7,64747.31, Easting, 4X11. 2 ,; Point Number 692, Northing, ?64;7124.86, Easting,483920/2 O Point Number 693, Northing, 76419}.`72, Easting,483933" / Point Number 694, Northing, 7648,421 8�Easting,4833,94 f Point Number 695, Northing, 7648847,54-i lq 4639,.633 Point Number 696, Northing, 764917.94; Easttn - e3973.56 Point Number 697, Northing, 764951.06, Easting,483982.47 Point Number 698, Northing, 765013.01, Easting, 484000.94 Point Number 699, Northing, 765051.32, Easting,484012.37 Point Number 700, Northing, 765126.04, Easting,484034.19 Point Number 701, Northing, 765169.18, Easting,484048.74 Point Number 702, Northing, 765202.57, Easting, 484060.09 Point Number 703, Northing, 765255.13, Easting, 484078.68 Point Number 704, Northing, 765289.06, Easting,484090.03 Point Number 705, Northing, 765355.37, Easting,484111.03 Point Number 706, Northing, 765428.13, Easting,484130.43 Point Number 707, Northing, 765465.35, Easting,484136.13 Point Number 708, Northing, 765496.87, Easting,484140.96 Point Number 709, Northing, 765548.63, Easting,484145.81 Point Number 710, Northing, 765593.13, Easting,484155.50 Point Number 711, Northing, 765626.25, Easting,484163.59 Point Number 712, Northing, 765671.56, Easting, 484174.91 7P20!l006-165070 Vat-011-TOSBORNE Q331 2 07314-504 OM--0 16fl 6 Wilson ®llr@ OR: 4089 PG: 3535 New Directions In Planning,Design&Engineering Point Number 713, Northing, 765695.00, Easting,484180.59 Point Number 714, Northing, 765735.44, Easting, 484198.37 Point Number 715, Northing, 765783.12, Easting,484225.88 Point Number 716, Northing, 765816.31, Easting, 484247.69 Point Number 717, Northing, 765862.38, Easting, 484273.56 Point Number 718, Northing, 765904.43, Easting, 484303.50 Point Number 719, Northing, 765946.50, Easting, 484334.22 Point Number 720, Northing, 765972.37, Easting,484356.06 Point Number 721, Northing, 766003.06, Easting, 484373.84 Point Number 722, Northing, 766019.25, Easting, 484384.34 Point Number 723, Northing, 766051.63, Easting,484398.09 Point Number 724, Northing, 766088.00, Easting,484401.35 Point Number 725, Northing, 766121.93, Easting,484400.53 Point Number 726, Northing, 766159.12, Easting,484403.75 Point Number 727, Northing, 766180.19, asting,X84414.28 Point Number 728, Northing, 766193.94;- i<jnt;• n 0.63 Point Number 729, Northing, 76620 a tirig, •;•.• 8 7. Point Number 730, Northing, 75622544, Easting, 484504 Z:9 Point Number 731, Northing, 66 3J19,..E�sting,484542. Point Number 732, Northing,/766252i945.,,,Easting;484 78.44 Point Number 733, Northing;76267,.,5�0,,8asfirt} .4 0915? Point Number 734, NorthinO, 7662 2.Ofi, rayitN,,-4$4,o ,5.0.Point Number 735, Northin , 7662 9.,1, irt5, 8466 .5 {_+ Point Number 736, Northind,�76ii2 0-: 3;.Ein d;- 691;72 Point Number 737, Northing;'761;295.81, Easting, 484745.i -8.4.745482/, Point Number 738, Northing,7622.57, Easting, 4 783/8A� Point Number 739, Northing, 7�6286,13, Easting,484823, 3,)Point Number 740, Northing, 766 771)9,.Easting, 48485:` Point Number 741, Northing, 766273;09;6` ting,:�j848$ 63 Point Number 742, Northing, 766270.74g07.54 Point Number 743, Northing, 766267.50, Easting, 484955.25 Point Number 744, Northing, 766272.37, Easting, 484981.12 Point Number 745, Northing, 766275.56, Easting,485000.53 Point Number 746, Northing, 766279.62, Easting,485026.41 Point Number 747, Northing, 766288.50, Easting,485053.91 Point Number 748, Northing, 766303.06, Easting,485080.60 Point Number 749, Northing, 766316.01, Easting, 485116.97 Point Number 750, Northing, 766323.32, Easting, 485142.03 Point Number 751, Northing, 766339.43, Easting,485177.62 Point Number 752, Northing, 766347.56, Easting,485203.50 Point Number 753, Northing, 766353.19, Easting,485238.25 Point Number 754, Northing, 766352.38, Easting,485272.22 Point Number 755, Northing, 766352.38, Easting,485308.63 Point Number 756, Northing, 766345.94, Easting, 485343.37 Point Number 757, Northing, 766341.20, Easting,485379.72 Point Number 758, Northing, 766340.25, Easting,485387.05 7/75,2085-153870 Ver Oil-TOS8ORNE 3 03312-504-040--o 0 160 6 Wilson Miller. OR: 4089 PG: 3536 - New Directions In Planning,Design&Engineering j 1 Point Number 759, Northing, 766337.07, Easting,485429.91 Point Number 760, Northing, 766333.00, Easting,485482.47 Point Number 761, Northing, 766329.75, Easting,485526.94 Point Number 762, Northing, 766333.00, Easting,485557.66 Point Number 763, Northing, 766334.62, Easting,485619.12 Point Number 764, Northing, 766337.07, Easting,485659.56 Point Number 765, Northing, 766342.69, Easting,485704.85 Point Number 766, Northing, 766345.94, Easting,485747.68 1 Point Number 767, Northing, 766350.81, Easting,485782.47 Point Number 768, Northing, 766352.38, Easting,485835.03 Point Number 769, Northing, 766355.62, Easting, 485886.78 Point Number 770, Northing, 766360.50, Easting,485930.44 Point Number 771, Northing, 766358.88, Easting,485996.75 Point Number 772, Northing, 766364.50, Easting,486103.50 Point Number 773, Northing, 766368.57,Eastingz 486225.59 Point Number 774, Northing, 766371.8 ,igailing; 3,63Q6 44 Point Number 775, Northing, 7663746,Easting,486 5 1, Point Number 776, Northing, 766377:49, Easting,486420.46 Point Number 777, Northing,,76637&.25,Easting,486498.91 i Point Number 778, Northing/766383 94,,Easti-->1g,48fi 04.8 ' Point Number 779, Northing, 766383 9,-E�-stn 86 09.5 Point Number 780, Northing, 7X037 9.1o, aistin� , ,,86,6. . .--t Point Number 781, Northing,,,z662B7., , East/in ,4,8-646 . 6 �,,, Point Number 782, Northing,76626143, Eastirtg, 864 -26 Point Number 783, Northing,766243.12, Easting,4653 42 ..,,) Point Number 784, Northing,7662.19.31, Easting,48 430.9 .0 Point Number 785, Northing, 76.6Y9�7.03, Easting, 486407/. 4 Point Number 786, Northing, 76617011,--Easting,4863 1 ¢ Point Number 787, Northing, 766167 9.j� ling,(6. 3; . 9 Point Number 788, Northing, 766140.21;Eastin'4r486327.15 Point Number 789, Northing, 766124.88, Easting,486298.24 Point Number 790, Northing, 766111.48, Easting,486268.39 Point Number 791, Northing, 766100.06, Easting,486237.73 Point Number 792, Northing, 766090.67, Easting,486206.39 Point Number 793, Northing, 766084.00, Easting,486177.34 1 Point Number 794, Northing, 766019.41, Easting,486254.52 Point Number 795, Northing, 765885.67, Easting,486278.62 Point Number 796, Northing, 765711.72, Easting, 486264.98 Point Number 797, Northing, 765517.27, Easting,486231.85 Point Number 798, Northing, 764995.12, Easting,486207.89 Point Number 799, Northing, 764990.70, Easting,486208.05 Point Number 800, Northing, 764956.65, Easting,486209.35 Point Number 801, Northing, 764944.88, Easting,486209.92 Point Number 802, Northing, 764933.68, Easting,486210.45 Point Number 803, Northing, 764927.63, Easting,486359.38 Point Number 804, Northing, 764928.04, Easting,486360.61 7,202005-,55619 VGr.012 TOSBORNE 4 01312-S04040-.0 CJS . 160 6 - Wil , n filler® OR: 4089 PG: 3537 New Directions In Planning,Design&Engineering Point Number 805, Northing, 764931.77, Easting,486371.77 Point Number 806, Northing, 764927.83, Easting,486382.25 Point Number 807, Northing, 764926.51, Easting,486386.88 Point Number 808, Northing, 764924.00, Easting,486448.75 Point Number 809, Northing, 764927.78, Easting,486463.27 Point Number 810, Northing, 764926.53, Easting,486483.11 Point Number 811, Northing, 764922.43, Easting, 486487.20 Point Number 812, Northing, 764920.77, Easting,486528.12 Point Number 813, Northing, 764925.21, Easting,486535.51 Point Number 814, Northing, 764923.90, Easting,486544.68 Point Number 815, Northing, 764919.90, Easting,486549.47 Point Number 816, Northing, 764901.07, Easting,487012.71 Point Number 817, Northing, 764897.43, Easting,487102.29 Point Number 818, Northing, 764897.71, Easting,487102.68 Point Number 819, Northing, 764897.25,.Eastingk 482106.83 Point Number 820, Northing, 76489tiiiii,ing,413,r,86 Point Number 821, Northing,764,9 7� Fasting,48x3 Point Number 822, Northing, 764 . 0' 7, Easting,487193`4 Point Number 823, Northing,?76504 -,-E‘sting,487217.7 Point Number 824, Northing,766O83:O9,Easting,48724.13 Point Number 825, Northing', 766,4- 7 . stip 835?7f� Point Number 826, Northing, 7k1143.1 a ti g, 7,29:47 Point Number 827, Northin ,J 2. a t , 8726`..8 Point Number 828, Northing,'7, 93:96,' astir1 728 6 ., Point Number 829, Northing,\Z 14.48, Easting,40092141/ Point Number 830, Northing, 76,5?{6.01, Easting,48� 2/.5,g O Point Number 831, Northing, 7636i31, Easting,48733145 Point Number 832, Northing, 76520.„6-,E, asting, 4873,�4� `,8.0/ Point Number 833, Northing, 7651 3:,25x#din,, 036 :51 st Point Number 834, Northing, 765142.75, Eesti 4$7376.91 ; Point Number 835, Northing, 765089.38, Easting, 487402.31 1 Point Number 836, Northing, 765044.50, Easting,487425.19 Point Number 837, Northing, 765004.68, Easting,487441.28 Point Number 838, Northing, 764977.56, Easting,487455.68 Point Number 839, Northing, 764912.31, Easting,487485.35 Point Number 840, Northing, 764881.28, Easting,487499.73 Point Number 841, Northing, 764864.09, Easting,487507.70 Point Number 842, Northing, 764862.79, Easting, 487508.29 Point Number 843, Northing, 764842.88, Easting, 487517.53 i Point Number 844, Northing, 764831.92, Easting,487522.14 Point Number 845, Northing, 764794.56, Easting, 487537.87 Point Number 846, Northing, 764766.63, Easting,487543.78 Point Number 847, Northing, 764739.31, Easting,487545.19 Point Number 848, Northing, 764737.69, Easting,487545.28 Point Number 849, Northing, 764733.56, Lasting,487545.50 Point Number 850, Northing, 764711.51, Easting,487542.74 7aer2t8-,sswc vor.ou-7os8ORNE 5 CAMil 0337250{0{0--0 t6O6 , WiIs(mMillere , New Directions in Planning,Design 4 Engineering OR: 4089 P G S 3538 E , Point Number 851, Northing, 764688.97, Easting, 487539.92 Point Number 852, Northing, 764671.23, Easting, 487537.47 Point Number 853, Northing, 764637.88, Easting, 487532.78 Point Number 854, Northing, 764623.86, Easting,487529.13 Point Number 855, Northing, 764623.48, Easting,487529.03 Point Number 856, Northing, 764598.87, Easting, 487522.62 Point Number 857, Northing, 764556.03, Easting,487508.33 Point Number 858, Northing, 764550.62, Easting, 487506.53 Point Number 859, Northing, 764511.62, Easting, 487498.06 Point Number 860, Northing, 764473.50, Easting,487482.81 Point Number 861, Northing, 764444.69, Easting,487470.93 Point Number 862, Northing, 764415.06, Easting,487452.32 a Point Number 863, Northing, 764364.24, Easting,487421.81 Point Number 864, Northing, 764300.68, Easting,487376.91 Point Number 865, Northing, 764250.69.Eastin -487343.04 Point Number 866, Northing, 764216. ,` asting, 87y3, 5.91 Point Number 867, Northing, 7641 �Easting,4872/W1p,, Point Number 868, Northing, 7541 ; 2, Easting, 487200` Point Number 869, Northing,7641, 5.43;-Eating, 487281.8 Point Number 870, Northing,.'764168.O1;€astir- ,487279.94 Point Number 871, Northings;7641480�6,r 'st1\ 7 64 Point Number 872, Northing, 754142.2 a,ti , 7'59.99 -- Point Number 873, Northing, 0k5.S, ,East , 4812%50 50 /..., Point Number 874, Northing 33:60, Eason,- 7176197 4, Point Number 875, Northing, 7..63979.63, Fasting,48'�'133.i79 1.,;)'/ Point Number 876, Northing, 6;395\7.19, Easting,4871118 8 f Point Number 877, Northing, 763021 18, Easting,487094: �/ Point Number 878, Northing, 763812 Easting,48.70 -ng, Point Number 879, Northing, 763803: 3/Ea X005:00 Point Number 880, Northing, 763774.09,Fasting;-46980.71 Point Number 881, Northing, 763749.19, Easting,486960.09 Point Number 882, Northing, 763704.31, Easting,486927.90 Point Number 883, Northing, 763650.94, Easting,486887.25 Point Number 884, Northing, 763630.18, Easting,486871.15 Point Number 885, Northing, 763609.43, Easting,486855.06 Point Number 886, Northing, 763578.07, Easting, 486827.97 Point Number 887, Northing, 763539.94, Easting, 486800.00 Point Number 888, Northing, 763484.06, Easting, 486759.34 Point Number 889, Northing, 763450.99, Easting, 486735.63 Point Number 890, Northing, 763412.87, Easting, 486714.43 Point Number 891, Northing, 763380.69, Easting,486697.51 Point Number 892, Northing, 763357.00, Easting,486683.94 Point Number 893, Northing, 763353.07, Easting,486682.42 Point Number 894, Northing, 763334.87, Easting,486675.41 Point Number 895, Northing, 763318.88, Easting,486669.87 Point Number 896, Northing, 763304.69, Easting,486666.47 nsw2 -inns,vv ou.TOS8Owae 6 03512s04040.-o 0 ,„. 1606 ®l ,' Mlllere OR: 4089 PG: 3539 New Directions In Planning,Design&Engineering Point Number 897, Northing, 763287.56, Easting,486665.41 Point Number 898, Northing, 763268.87, Easting,486664.47 Point Number 899, Northing, 763253.63, Easting,486666.16 Point Number 900, Northing, 763233.31, Easting,486670.38 Point Number 901, Northing, 763211.25, Easting,486673.78 Point Number 902, Northing, 763190.06, Easting,486679.69 Point Number 903, Northing, 763160.44, Easting,486689.03 Point Number 904, Northing, 763119.75, Easting, 486701.72 Point Number 905, Northing, 763085.87, Easting,486712.74 Point Number 906, Northing, 763046.07, Easting, 486723.76 Point Number 907, Northing, 763013.87, Easting, 486731.38 Point Number 908, Northing, 762976.63, Easting,486732.21 Point Number 909, Northing, 762932.56, Easting, 486733.06 Point Number 910, Northing, 762902.07, Easting,486733.90 Point Number 911, Northing, 762880.00,.Eastinr ;g 486731.38 Point Number 912, Northing, 762848:6p,s, as int67; 8\85 Point Number 913, Northing, 762$ 6 7 ,,--Easting, 867. 0;0 Point Number 914, Northing, 7 22. 1.25, Easting,48672&8l5 ' Point Number 915, Northing,76276669, sting_,486732.21; Point Number 916, Northingl�762733`."5"f;Easting, 6�(36.47 Point Number 917, Northing,' 7 796k, 0.;•Et-sfn ,\4,8 �39,0�? Point Number 918, Northing, 7665.1 , astir Point Number 919, Northing,,76�260 � f�� 867 .L2 �, Point Number 920, Northin g 176 582.69, EaStingv , 67 -34 /r Point Number 921, Northing,\762531.00, Easting,4A762)72/. Point Number 922, Northing,'76'24 6.81, Easting,486 } 794iO Point Number 923, Northing, 762,454,82, Easting,48677 .- Point Number 924, Northing, 7624 41t acting,48674;0 S' Point Number 925, Northing, 762412:64its tink �`�$'g, 8729:22 �- Point Number 926, Northing, 762386.82, Easting 486708.38 Point Number 927, Northing, 762363.02, Easting, 486685.94 Point Number 928, Northing, 762350.74, Easting,486673.41 Point Number 929, Northing, 762330.89, Easting, 486651.93 Point Number 930, Northing, 762310.22, Easting,486626.57 Point Number 931, Northing, 762291.25, Easting, 486599.91 Point Number 932, Northing, 762282.36, Easting, 486586.00 Point Number 933, Northing, 762185.52, Easting,486491.47 Point Number 934, Northing, 762157.77, Easting,486462.09 Point Number 935, Northing, 762137.10, Easting, 486436.73 Point Number 936, Northing, 762118.13, Easting,486410.07 Point Number 937, Northing, 762100.95, Easting,486382.23 Point Number 938, Northing, 762095.51, Easting, 486372.48 Point Number 939, Northing, 762057.77, Easting, 486303.05 Point Number 940, Northing, 762047.88, Easting, 486283.88 Point Number 941, Northing, 762034.47, Easting,486254.04 Point Number 942, Northing, 762023.05, Easting, 486223.38 7f26,2005-155679 vet:011•TOSBORNE 7 0i31 03312-SO4-040,-0 160 6 Wil$nMiller' OR: 4089 PG: 3540 New Directions In Planning,Design&Engineering Point Number 943, Northing, 762018.68, Easting,486209.68 Point Number 944, Northing,762000.62,Easting,486150.30 Point Number 945, Northing,761995.61, Easting,486132.65 Point Number 946, Northing,761988.29, Easting,486100.76 Point Number 947, Northing, 761983.07, Easting,486068.46 Point Number 948, Northing, 761979.97, Easting,486035.89 Point Number 949, Northing, 761979.01, Easting,486003.19 Point Number 950, Northing, 761980.20, Easting,485970.49 Point Number 951, Northing, 761983.51, Easting,485937.94 Point Number 952, Northing, 761988.96,Easting,485905.63 Point Number 953, Northing, 761991.98, Easting,485891.75 Point Number 954, Northing, 761996.96, Easting,485870.32 Point Number 955, Northing, 761746.30, Easting,485863.97 Point Number 956, Northing,761721.69, Easting,485759.35 Point Number 957, Northing, 761702.00anti .,48 .53.82 Point Number 958, Northing, 7617 ,? ain';4$. s 6.85 Point Number 959, Northing, 761713 , Ea 1 g, •: }1 Point Number 960, Northing, 781 . 2, Easting,48512'34 Point Number 961, Northing, 61 728-Ekstin.,484966.9' Point Number 962, Northing 76164 46',Eas`,•, • : 75.59 Point Number 963, Northin , 7 f r= °� t Point Number 964, Northin ,7 156a ti,•, 4:• . 4 Point Number 965, Northin , 5 , -hti •, :r:•364.2p 1, Point Number 966, Northin ` 143 .44, in., 2 r..,v Point Number 967, Northing, 1313.91, Easting,4:'t 35 81 .. Point Number 968, Northing, 1 3.60, Easting,4 °,i75:.8! Q Point Number 969, Northing, 7 9650, Easting,4_8400-•. �' Point Number 970, Northing, 76 8 76:1448 s Point Number 971, Northing, 76070 . 6q??irim-1408,, .10 Point Number 972, Northing, 760599.26, stir -43708.75 Point Number 973, Northing,760435.98, Easting,483496.14 Point Number 974, Northing,760344.09, Easting,483362.19 Point Number 975, Northing, 760363.78, Easting,483204.56 Point Number 976, Northing, 760415.47, Easting,483110.20 Point Number 977, Northing,760441.73, Easting,483006.41 Point Number 978, Northing,760413.83, Easting,482901.39 Point Number 979, Northing, 760326.86, Easting,482858.62 Point Number 980, Northing, 760215.27, Easting,482855.54 7R11/2005-166.79 Ver.014TO58ORNE p we, 8 0})/2.404010-0 160 6 WilsonMlller' OR: 4089 PG: 3541 New Directions in Planning,Design&Engineering Thence South 54°23'47"West 56.65 feet to a point on the west line of said Section 33(Point Number 981, Northing, 760182.29, Easting,482809.4891); Thence along said west line North 00°28'34"West 3387.76 feet to the POINT OF BEGINNING (Point Number 639, Northing, 763569.93, Easting,482781.34) Containing 371.28 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45"East. 60 • U .cam 4-1E- 7/20/100S-155879 Ver 011.TOSOORNE 9 cmi 0312404.040.0 1606 WiIsi►nMiller' New Directions in Phoning,Design 8 Engineering OR: 4089 P G, 3542 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 5 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A.7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIO S FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: R Ccs 1. DATE OF PHOTOGRAPHY:4/23x-' 1vi, 2. NEGATIVE SCALE: 1:36000 ��}}} 1 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1"=-.0'. 6. THIS IMAGERY HAS NO B T 6tR- t I DE TO MEET MINIMUM TECHNICAL STANDAR S • ' NAN L M •' C �f'fr TA DARDS. _..... 7. VERTICAL ELEVATION G, SAIL ASE ORI NT ISPLACEMENT.EVERY EFFORT HAS.BEEN M • IR�fZ T ES-E FE ICAL FEATURES. 8. IN AREASWHER TALL CTURES OR TREE L T STRUCT FEATURES, E)J• U", , ERE MOS D IN AN EFFORT, M NH_IB THE EFFECT. 9... T: I._:-,7,"Q . T,14:SIMILA� , CCURACY TO REC -t LARGEMENTS,EXCEPT :�r ,, t, ,A14)1GITAL FO ?I� ME s •• a' '�''` DATE 8-08-0.5 r- �`.-s, ;'.M. LS#5627 ' it.' W)LSONM1.ta 7 :!REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID;W •4 T THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYQR AN 4' APPER. NOT SASEDON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION#LB-43 REF 2H-99 7/20,2006-155679 Ver.011•TOS0ORNE 10 CAW 01312404010-•0 16 0 6 WilsonMiller® OR: 4089 PG: 3543 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL E) (EXHIBIT A) All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along said east line of said Section 33, South 00°27'07" East, 220.66 feet, to (Point Number 984, Northing, 765658.70, Eastiing;488076..78) POINT OF BEGINNING; Thence continue along said east line: diectrQ3�@3`,S,outh 00°27'07"East, 3573.53 feet to a point(Point Number 992, Northg 6 5.29,�Eas iri Vi$ 04.97) Thence leaving said east linen straight-Itng segments thro gh a following vertices, (Points 993 through 1126& 984 inclusiv,4) __, \ Point Number 993, Northin , 7 $2. 4,V\sti"--'\ifi $0.6:Q Point Number 994, Northin ,,.7 2081 8, 880 ?. 3Point Number 995, Northin ` X082. 6, $80f0i64 Jci Point Number 996, Northing\7£ 086.07, Easting,497809 Point Number 997, Northing, 8.16, Easting,416e( Point Number 998, Northing, 6`10 2 82, Easting, 487860:0i) Point Number 999, Northing, 762 a 6 Easting,487 5239 Point Number 1000, Northing, 762067 7i�'jEps In ;i4f37 'Ig.74 Point Number 1001, Northing, 762066.81'-Eastin g g, 48 787.03 Point Number 1002, Northing, 762067.99, Easting, 487754.34 Point Number 1003, Northing, 762071.31, Easting, 487721.79 Point Number 1004, Northing, 762076.75, Easting, 487689.52 Point Number 1005, Northing, 762083.46, Easting, 487660.74 Point Number 1006, Northing, 762114.64, Easting, 487543.00 Point Number 1007, Northing, 762125.06, Easting, 487508.67 Point Number 1008, Northing, 762136.69, Easting, 487478.09 Point Number 1009, Northing, 762150.30, Easting,487448.33 Point Number 1010, Northing, 762165.82, Easting, 487419.53 Point Number 1011, Northing, 762170.43, Easting, 487411.76 Point Number 1012, Northing, 762199.97, Easting, 487363.05 Point Number 1013, Northing, 762212.73, Easting,487343.09 Point Number 1014, Northing, 762222.44, Easting,487329.17 Point Number 1015, Northing, 762230.71, Easting, 487311.72 Point Number 1016, Northing, 762246.23, Easting, 487282.92 Point Number 1017, Northing, 762263.60, Easting, 487255.19 Offices strategically located to serve our clients 800.649.4336 Naples/Corporate office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239.643 5716 wllsonmliler com 8i'nnoos IS5831 VO4:oil-T058OR® 1 03712-SO4440..o WNsonMln°r,lnc —fL tic.!LFG000170 1606 Wilson iller OR: 4089 PG: 3544 New Directions In Planning,Design&Engineering I I Point Number 1018, Northing,762275.50, Easting, 487238.28 Point Number 1019, Northing,762325.55, Easting, 487170.18 Point Number 1020, Northing, 762332.80, Easting, 487160.56 Point Number 1021, Northing, 762353.64, Easting, 487135.34 Point Number 1022, Northing, 762376.08, Easting, 487111.54 Point Number 1023, Northing, 762377.68, Easting, 487109.96 Point Number 1024, Northing,762456.44, Easting,487032.42 Point Number 1025, Northing, 762478.81, Easting, 487011.71 Point Number 1026, Northing, 762504.17, Easting,486991.04 Point Number 1027, Northing, 762530.83, Easting, 486972.08 Point Number 1028, Northing, 762539.14, Easting,486966.68 Point Number 1029, Northing, 762569.49, Easting, 486947.40 Point Number 1030, Northing, 762585.83, Easting,486937.55 Point Number 1031, Northing, 762583.73, Easting,486935.57 Point Number 1032, Northing, 762561.4.5, Easting,486911.61 Point Number 1033, Northing, 762543 ? Fastin 86889.17 Point Number 1034, Northing, 7625rz. 6„, . ,-Easting-,48t?8 4',83 Point Number 1035, Northing, 762b .21, Easting, 4868 !4i' Point Number 1036, Northing(762483r25,Easting,4868005 Point Number 1037, Northing, 762471:60,,Easting;4 86791. . Point Number 1038, Northing, 7626.7:6,9, a'tsti 47816,5- Point Number 1039, Northing, 22469t(19 Etas i i x,;496 86714 ..� Point Number 1040, Northing,, 696< 5� Eta,ti 1 gV4867 2122 t.,,,,Point Number 1041, Northir'g,$b�2-06.44astingV486 3: /0 Point Number 1042, Northing,,.762514.93, Easting,4867?3.9& Point Number 1043, Northing`;7i62570.00, Easting,407 -A) Point Number 1044, Northing, 7\6'26e30.12, Easting,48676g.50 Point Number 1045, Northing, 762&7,7ti56,Easting, 4$6745'7 Point Number 1046, Northing, 76265.Q.361 1s"�JnT 8.93 Point Number 1047, Northing, 762702.88; astln ,--86758.19 Point Number 1048, Northing, 762705.63, Easting, 486757.59 Point Number 1049, Northing, 762717.38, Easting, 486755.10 Point Number 1050, Northing, 762744.32, Easting,486753.06 Point Number 1051, Northing, 762773.32, Easting, 486750.87 Point Number 1052, Northing, 762797.00, Easting, 486748.03 Point Number 1053, Northing, 762815.62, Easting, 486745.78 Point Number 1054, Northing, 762863.07, Easting, 486745.78 Point Number 1055, Northing, 762902.07, Easting, 486750.03 Point Number 1056, Northing, 762952.07, Easting, 486750.03 Point Number 1057, Northing, 762988.44, Easting, 486748.32 Point Number 1058, Northing, 763024.87, Easting, 486746.63 Point Number 1059, Northing, 763058.88, Easting, 486740.31 Point Number 1060, Northing, 763107.06, Easting, 486730.54 Point Number 1061, Northing, 763185.88, Easting, 486698.34 Point Number 1062, Northing, 763258.68, Easting, 486685.90 Point Number 1063, Northing, 763291.49, Easting, 486685.37 6123/2006.,55571 Ver Oil-iosaoeOE 2 07317-u0/-010-0 16U6 Wil ,' illere OR: 4089 PG; 3545 New Directions In Planning,Design&Engineering Point Number 1064, Northing, 763320.69, Easting, 486690.91 Point Number 1065, Northing, 763346.68, Easting, 486700.62 Point Number 1066, Northing, 763355.81, Easting, 486705.50 Point Number 1067, Northing,763384.56, Easting, 486720.87 Point Number 1068, Northing,763429.81, Easting, 486744.94 Point Number 1069, Northing, 763464.56, Easting, 486767.81 Point Number 1070, Northing, 763524.69, Easting, 486816.09 Point Number 1071, Northing, 763594.19, Easting,486871.16 Point Number 1072, Northing,763646.68, Easting, 486916.06 Point Number 1073, Northing, 763706.00, Easting, 486955.03 Point Number 1074, Northing, 763779.68, Easting, 487013.47 Point Number 1075, Northing, 763824.53, Easting, 487048.88 Point Number 1076, Northing, 763876.25, Easting, 487089.72 Point Number 1077, Northing, 763975.37, Easting, 487158.35 Point Number 1078, Northing, 764072.82, Eastim-487234.60 Point Number 1079, Northing, 76413 "`7 stia - 7 79.46 Point Number 1080, Northing, 7641 b0,Easting,48�07`44 Point Number 1081, Northingf7641 .59, Easting, 48732553 Point Number 1082, Northing-, 764222:75;Easting, 4873475 Point Number 1083, Northing, 764275.25- Ears ing`487381. Point Number 1084, Northing, 76.4322.7,5;, t 13.-34 Point Number 1085, Northing, 6438 00r E� sting 187 5 5 Point Number 1086, Northing, 641 3 75k asfirhg 4-87 7 04� Point Number 1087, Northing,;: 1l648.75,Easting;t 87 9 Point Number 1088, Northin ,.764512.50, Easting, 87514.11 Point Number 1089, Northing,74583.63, Easting, 487532.78. Point Number 1090, Northing,`764643.81, Easting, 487548.871 Point Number 1091, Northing, 766494,Easting487'56 0.7 Point Number 1092, Northing, 764742.Q5� fs+ 0_87564.1 2 Point Number 1093, Northing, 764772:56;-Easting--;487559.03 Point Number 1094, Northing, 764831.88, Easting, 487543.78 Point Number 1095, Northing, 764852.88, Easting, 487533.76 Point Number 1096, Northing, 764869.13, Easting, 487526.00 Point Number 1097, Northing, 764880.45, Easting, 487520.22 Point Number 1098, Northing, 764908.94, Easting, 487505.66 Point Number 1099, Northing, 764947.94, Easting, 487492.13 Point Number 1100, Northing, 764987.76, Easting, 487468.41 Point Number 1101, Northing, 765036.88, Easting, 487444.68 Point Number 1102, Northing, 765091.94, Easting, 487420.97 Point Number 1103, Northing, 765135.12, Easting, 487399.78 Point Number 1104, Northing, 765169.00, Easting, 487379.43 Point Number 1105, Northing, 765207.13, Easting,487362.51 Point Number 1106, Northing, 765246.94, Fasting, 487341.31 Point Number 1107, Northing, 765269.86, Easting, 487332.61 Point Number 1108, Northing, 765452,42, Easting, 487465.12 Point Number 1109, Northing, 765464.43, Easting,487474.12 &21/200.5-155681 ver.011-TasaORNE 3 ob 12s04440.•0 160 6 1 ' i WiIspnMliller° OR: 4089 PG: 3546i NewDirections In Planning,Design&Engineering 1 0 Point Number 1110, Northing, 765489.65, Easting,487494.96 Point Number 1111, Northing, 765513.46, Easting,487517.41 Point Number 1112, Northing,765535.74, Easting,487541.36 Point Number 1113, Northing,765536.57, Easting,487542.38 Point Number 1114, Northing,765565.92, Easting,487545.05 Point Number 1115, Northing, 765583.04, Easting,487557.89 Point Number 1116, Northing,765583.04, Easting,487598.55 Point Number 1117, Northing, 765583.08, Easting,487605.86 Point Number 1118, Northing,765592.56, Easting,487621.23 Point Number 1119, Northing, 765607.89, Easting,487650.14 Point Number 1120, Northing, 765621.29, Easting,487679.98 Point Number 1121, Northing,765632.71,Easting,487710.64 Point Number 1122, Northing,765642.10, Easting,487741.98 Point Number 1123, Northing,765649.42, Easting,487773.87 Point Number 1124, Northing,765654.69,.-Eastir9, 7806.17 Point Number 1125, Northing,765§.7 7 �stin ;, 3,874 Point Number 1126, Northing,765 13;70,- asting, �9 5 Point Number 984, Northing,7.6r5A .10, Easting,4880768 'OINT OF BEGINNING Containing 76.08 acres mor orites11- 01011 Subject to easements of re N. Bearings are based on the o li e 4 io °:: e p 6 outh, Range 28 East, Collierri, County, Florida being North I/45' 111i C IV•C , 8/21M4-1356111 Ver.O„.TOSOORNE 4 � o>a,z� a .o -o 1. I 60 6 ,l filler° OR: 4089 PG: 3547 New Directions In Planning,Design&£ngineenng SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 211-99 SHEET 6 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: _ 1. DATE OF PHOTOGRAPHY:4/23/03_.x—'''-�M. . 2. NEGATIVE SCALE: 1:36000 .—_. _ 3. PIXEL DIAMETER: 2.5' / J/4 \ 5. SCALE NOT TO EXCEED r---506\ 1 6. THIS IMAGERY HAS NOT/'BEAN ORTMQ CM.�2REC �D IN ORD f2 TO MEET MINIMUM TECHNICAL STANDARDS O�2.NATION `A),AG TA,N_DARDS. 7. VERTICAL ELEVATION CHANCI~S'A1fL O SE`jO I A�.DISPLACEMENT. EVERY i EFFORT HAS BEEN MADE O IN k1I E S E 'FECt FoRiCRIITICAL FEATURES. 8. IN,;, I S WHERE TALL ST A1C th l,AEES L IVO STRUCT FEATURES, E�(ROSUR S a RE MO I ED IN AN EFFORT1TO MI IMI"�E''THE EFFECT. 9,,'' t- ,�y' +Cd 'IS SIMI ,R,IN ACCURACY TO RE IF E RGEMENTS,EXCEPT ,� -,^., a ., UJG FALP MT. /0") , ;'..1. Ar-84 /' •'..' 1 \4 01: .� 8-08-05 LA s: E,,,rSM. LS#5627 WILSO ; `NC.REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VAL-a WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION #LB-43 REF 211-99 &2O -r 155861 VxOI,.TOn ORNE 5 03312•SO4-040-0 16D 6 , 1 p S 1p] H { 5 >>9 OR: 4089 PG: 3548 m o m 1 o A .1'.. -5 j 73 p r,m n.' oy r• r,on Pct.' r O On MES Slr,rl,t03 ,OI'lIPo 3.,r.iL � m� 1173 Ap O p0 ..-� O- m� nm L ;O fes\ �\ n Om m• .0 m Di .0 \ 4 P �� V 'A �rmi n S _. i m N 1 r8' gg I r n 1 �z sm yK Z N I � .41-41i _ 7311 �, r,- 1111 rI .. to n J u -i.=.3 73 7311 ' r, �0 v r' is 33 ijitiF j'{�� ( /'� m �J4 0i`. ��.l�'N 'ice, L.Jf�T�r Z nl m Ayers lr C s .. F tl O ^ MC al1•IC ImY t.' -, 0 Ji 11314 KC10q �_ Oi 1g '� 1 !ow 1 1 ii ]111-11.11, �� 1 . . i !..fi 4 I t K . N . m .„3W La.-Aiq Ar_I - C) 13.•1 .I 0 o --IifiAois--„L>�-Az,,,I)��2A Z J V -, y� cn o 0 �z v 1.1 0'4-4 oMx' -- — 0 A 0zon'�, C. Alpo Mr N CA "CA g 0'U 0 O o T O.,I 0'I .,o^, '�z O�S C �E�Lq AO �tb AA gr I o ti'6-) o m AZA y�c..,,lul� orzo U) 7f7 C) �$ -f r A rn2 r y o x O Z w� I, 000 Y • pmAcn An,nlpbb AcmO'a OZ r . r-u �i2� a �c u 0 z!„-! corn rn002Mp2 Zy2z t”. il" m n bC ~w<, Z m� A ' rt��,, 2 I SCALE: 1500' ;:.• 0,- 0 22bN' Op OA O 2V o In m"I 2 S n I— cn � (u �Z '" N ; Of �rL M� 2 w ,C,1 r � E w DI:- (Z) (fl (0 m o ({l a EXHIBIT A & EXHIBIT E _ . > o , 1606 f o m ` m OR: 4089 PG: 3549 N _ . .a — N09'00'45% 3600,05' ^' r.. ..4I m N p P W V J 't1 m . ro o o G MP Xi N U 5 T m • z P m 0 0 E x o _ 0 0 A U V W C. 1 AD c F -.!Z1 .o 0 f'1 �o m of N m 4 S• H- IN O N N w m n 2. m �R u w m 4 >. 6 - m x ^ ; NZ 1 W 2 1 N O rN e O m • ! m Jam\ '41. n i I W 1.1 9.�' I ` , 41:4, • ( J/1� W lit ii1E 4-4' N • .\ A 0. rn w O,„,~M"nolzOr'owon,~OA z Ariz� nr Or-Ow0M� m A �� Z 0Ax< 0,iFbzola �Zy 2 y C7 �O > 'fnjn_0-1nnOp� 0°r'l W q tr0-� y y C Mc �n0� ?OnZo20 N .�' r�Z A 00-XI 0 omy�0 IODz X. ca 0.n. I [i70 H m la0z At .�rtnW nlm O yqT C1 0� O : 2 CD M 0(31(1-- C �ni ,:55 , Sg m t7 C�� "�1 CM ,J1"nNnOfOb ��zb lE n 0 Zxa ted r.•r2 "r0OZ�y2 Dz 2 rn 2 �2yi*2ex o 2 0 tom-' ,_, H tnC O1GmOAO m .., PoWN :0 C+7m 2 O� N u�t0 z07�` �i 0 Vim' 0 22bN` tz,c3 MI 1'1 Ri O 1- Oa mO Orn0 2 .-3t4 b c){, ro 1"3 .y "1 0 2r V-* r-2 _ g n21. cOo (0 ' EXHIBIT A 16136 : . 82 ,.. � m z ` m ` OR. 4089 PG: 3550 n Z .fo m o 9 y G ' 9 m m r " ____4_0_11: z N -4v rn N iI O A 4 'U (1 _ O m ro VI o x7 i Y x J J m v z J y , A• mo 2 u2 A g co r•1 F. >r m 0 x ,. „, .,. .... Alitli —71 > uo r 3 N rm e [ha 9 Y . t^ V 4 llit Ca ••••---2---60'OSf 3.Gi,G59BN (")1.- C 0 It'lliN g s fl lqi v-, . N I 1 iii 11,..., (..) 1 I1IE cis--/ .., bCr'ITOPOrli4MWQ CI m L--i ,y 0 2 b r 1--1. n< 1_.10<r10Z�0�OTI r -a C) nbi �.y 2 x. `" ncq10 r1 600No�8�=tn0 * Orx'1220 M-10 n200 to r- ti) 09 Z tmil �jC4C3-1 0pm '120D O 2 O r- ,ti O� mo-C'1M...—0 A ZO 0 1 n(ZJI� > b_rtnlar�lr�'1i ~o?o S�xtmil o ti m No ~ PZ < Cn"a,"',1-- nM.— G (n ��O ncw-nm _< ri•1 2 y z 0 2n 2 p y 6, 2ill O OC." tNi7 " e hIlii 2A -Z34 -A n 0p 2 Z C) a0 Cl Co 72 p22r�o is.) d0 0 '.z(n 'V Or'1 •q1m zy N. W xi tJN Z ROTI ,,''01 2A 0.;b G1 A:-1*, r'1 0 o dlU9 M2 to r..2 c n D r .-3`.1 m• Iv 21 (0= (0 EXHIBIT A U o = . ,. o .. 1606 % X z 5 m s, 2OR; 4089 PG: 3551 K -c° i : : !: M M M M w N b Z o bbd u to "' / O p r' O A V O grp n H n in W N m W SO'Lt9I .00S a 1 61 p w W W cr, p i V W Ol cr)LA N ii U 7 C)X fi r C N' - g g • ! $ i c a F. 4 meati\� R COJ'Tly ',. F F y_i i 7 g . Y CO v 3jr ' ray____,),6) lc P i02zAp < 2- §AZbnznx1 p (zI) D rc�n0-y DO0�yp ?yC- M n'C�� O n1 2(A�ry -.r1 Or.�C 21 * ,,, NO ro0 :tl nOJ.�VID�O• z mm AD�� Q� �Vy tM+ fiO'C pC zS Az (/f V im.`.. 0 -< y1.PIP)21 �m ni rn ui OACI 13 c� 4. AOZ O * 2dp'9A�A1.Ojrnp,pC a�Or+�� O Z '•f d iM0 to Om 1'tn- nZ?p i _�1 .O VOS O -3. 0 2Z y202ZO'y O� Z Ph 90 `MO n�<A�2=z 412 A o 'A210202 -1Z o E3 IV oA 0 om,O2sa�^1 z-+ in ts, i�o�oo xrl vmi ��. N finch m2 miA EA (0 i o (0 . EXHIBIT A . . 16136 n n o n o 9 5 r 2 5 Z ` 3 m = OR: 4089 zG: 3552 Z o mt V n O ' m N z ,9LY9ff 3,4f.9Z.005 .96'6612 3.4f.9Z A05 I TO' C...1 03 Z 5 ! ro "ii31 m o -3 t. 9 01 g o .' m z m U a 10 m �► V J N O G j n fN X ; N N A T LA U 1 NA ft 00 m I n r fi U • O t. H- Y. g b d f INJ. N J p U o '_? m to u J t9 n z N o m Y m 2 a t" a 9 :6 ' C. m m o F ,li to g `r a 0 1 CA 03 Pi i GI 0.3_ �v 4. J J COO. ''fir dUll OL A N le i • I •5 `� i S A gCr., . O tnz�to(IV,20 m Da 0+l A b--4 A M -.3 AnitnmeAr,��LcnrtO "' g Z t-c An 'Dm r 4� 0 0-.0�n( O§fi20U , 2A 2 H'd nn -,, -' o wa 0M'.0 0rnYtn 20mti *CSA?OOyrri N W0 r- bpm c cmicO a p Y OS ppm 020 aT Ng � �Z M X 2Op.C'trmrya�C 2y AA 2`` 4 O '�.t700 x r ~miHi22r-cOZO/04 lij O 03 W.VPm 0 0 n y 0--7 Ao� 0.? f10 O 20r�. i. --Pi"cn bv1 O C t.n ..f +' n N 2 s oo mp g i -1 ./0001 .I i3tf:I5 o xM Q.- 1,12 yz02nmpy 0-+ 2 ,� > xJ 0 z tb A�M 2 2 rAi' A p C.)N CID H tui reit Zi yy OC:' ' M 0 [71 � y C+]m o OO �Wo2�+Z'y lryA p 1- ... 2 v y AO-AZ -,i A E O Ny m 2 1.-cm�t• 00 0 _ c ,'P CO b 20mcQ�z _n D O t7C O 2.9 0)W �A -�n-1 xA v) 4° AC') r7O N s AF`' # IR a0 ri (O : EXHIBIT A 1 6 0 6 nn O b a r, p , n . c z 5 m ^< . K OR: 4089 PG: 3553 r JO r S ,2 N N n O rn m .d t9 Ka m r _ m N A yr m m o v z g N a O 2 Nu A 1 rn 0 v i i N N A . N J V I N u rn y V A m� N e i aI n< S 0 o v •• 3 c �„ F�` lottin,-, V V.{ rn p UY r, Drn 71 i 00 c>r £ If CO Ji ': i 1 I R7 çCij iA GR. - 1 CA rno 0 C-' E TSE CIV- ' N a R F i pi Z y fin z v n, ,_ 1 0 cmc-.xrl Anc��)3z-ti 2A z D rn-r0-i �OnNyply(° P1 W - O=a N rc+rp=,�� C2't1C42M to N f Pfd x xi fig �,1 -0•W 1:i. "'J.' I vi• H rn —1)(1 r nyrtnn� nnAi v (] ..< ti 0)b nl nl=r oxo T.In '6, I0r4 o s 2a 'a. —rri^1n4- fioob a p 0 q o "I CPP1�fi)'PIVI rri'0 rrt c) 0 �ri?` § i a 0 ..3. ri Zz r12nA20 O- 2 C/] t--.• C] �o °k 0 �r-A 4kCA) 2 nfii` fi1111111 p 4�.-3 y tnn a 2 1 1 0 b r-m ri g °' q XI Z x Coo , �oxc)x t o - i >c°coo zx eNr r''oo 0 SiW dM •Ca� 2, n o a tooZIo --1 Pi w '11E5 PI o r c,h I izi CO A vi o CO EXHIBIT A asp 0 6 . n 2 v wz z o OR: 4089 PG: 3554 c z Z z o mo a m -4 Lii AES p K OO ry O Ar W n ts, O 1"' NOW00.45'E 191650' NCO 99'00.45'C 1599.45' 4 m r a •i r 4 V .p Ami N :c 4, :. M ; ; ; al A •C .tee.:. ?AAAI p0 8 r e .... zi zo. ••.:•.::.:•::...::.:...;:....::.....,•::..................: i N D • �I ° F .aj�.�` , " -OF d o i JRC RS ` iO C S^u e. ; +,� � r// MS0orE � 111111h 4, 9 i g q+f y • ox AN ) NNO N n n V° r \ D*- L N A . 1I aDm 1O. —� ► n , v ® q /44#, Hv UVI V 0 �� E. )1 ..... il I 14/ v., . It ' ,S`. =m E1 F' t!E CAS&C. 8ci AD m b z 9 c a n1 In C7SO Aryr'44 A,t7 2-O AI 1.. Aa p rol4 �ry=10�xl2ob.... OA z z zco o C) O 4' 'o0N) o�tn0 0 W P n=-; D om20�;7V�)200T.-., N n O.-1"3 V) "IO mO0-1---'+n, -•12 042 p to CO A2O tri zzCcr AA 2d �Irn .1m •bn_A y1. 'Iy mn�Zt1 1 VI Z OOmp,Im O O a (nO ��t7 12 .pC 0^I2 - O Zyn C tt i^�7o1A11=1 ri0 to tot a.2?0 111 O x� y Zz -iz0nzc'+ln-loy OZ z r ,1J � avzi •y _� �m<t�'izzz :r- � 8��11 zv p�N yNO t2i1wp22A0 O O Plial ?C CO x m. n 0 2 n 2 -1 3, A a rn z -I co 11' 00 0 2 210,,,5 2 n R n qty R. Orn 'co pi Zly y a� oi DA O AO y il ti).3° 01 b0 A y 03 -,1 1110 b 2 1- N °° U Z r1,1 rn to II 0 CD f0 ' EXHIBIT E ,, 1 b 6 0 . . > p U 2 n n n a c x z s m F' z OR: 4089 PG: 3555 i O m K m < 0 N .1 Z N A G') fNnm N 11p #N rO CI O -1 �P fi co Fa el p t+7 ,,�tiZ 'p x I N \\\ m U ''i' O �.� m Xl co; 74* I r Z a m N o 4, 0, E N • J n m u. gi n f*1 -0 ` m ti m z OQQ \\\Si ('� N CI • ,8'25, m 5, i ' I mp4, Lvi HkZfo(4v,#$ 439 CO 14 11, fiif 1 ,, . 7L m y 7: F ,,„' - oi N !} 4 #•� t�1•�\ g .Bs z►fl_ adz,lcnos p _ ` -�'z-60.Of£321..LS.9BN V O + , q F. ; `� AS'ZV£t M.9 .KAON mm . r�np � v �.`�`[1 s, .\,..,E4, rl 2 Nil& .,,Ii '74:''''-: 1 o r.. tC) s- t 3,4 t.lfAOs CY sB II F TSE IRL r, E 1 I "�N=z .. ro 4 c I. m -4 rCi f.-.4 "- .- m Y Om r11�rnl r'1020n1�nlAD O� t'1 NN'p& ° ci ZI.> O r--),.. Ani--. O1 3ZArotc-ii), 2 fmri o �'rl y ��a� noo�vsonii�o 0 W p ° OmtyO��* x?0�2"' vl g __,, t.13.33 m C IOf.OnSOS20� ',200n "-JP Z .-3 T]n C 2.y rl In mi zin O o MI x O�nnZ=r-yOZO ��m� x� � opt •M 2tp (43 0mo N2r''n,, czb —1 il O Z'1(�'I C mz tmi�0 O0m{n2 yzZ0 005 l 3lVOS H .-3 Z -�2ZCT o� 2 d0 2A NI "xoz0 -.� N mj O N 2 ny0r- OpO 9 C R' O ombm -, Y M y H 1304~ PI0 _ ny orrlit € 0 y (D o (a (D - EXHIBIT E 16136 .. . 1 o o OR: 4089 PG: 3556 v r 2 o 0 m Z v m o m K W N gt ., N t0 .96'6612 3.4t.9ZA05 W N W mV. Of b \‘' I x G pi 9 T. xl y., ui U. I{ V m `�V O Z I V V 0 [ y s. U `n -4 z r ii U k .& \ w 8 73 rT1 94 2 ,4 11 g w n< A a g a V . 1 y C.1 10 c2 !1 1 �a� fir , 13 IR y v6. r .. 0 .. . i 3 a • V m m 4 4 (gt.q 10 V A 0 Y v� a 1 .•O U=0 l_ � VVV m m 4�^Lm� = 7I1E 'c u u cn i F Ny... m m„,, Fr.' [ 2 L, ��y1mCM�A'7�rna-CmjOl VmjrA'IOqM y ��V`s01IDAr err 0 2'DM A . 09 O �nxv,z,O§.AZgbcivizA 2 W .. o�-'x',,, UI rn 02 NO�yZ-im•z�2oA -NI F X4.2 AW cn0 d0C K OiHH!fl % n%np 0� O : zO0OL -Z�Q y t i "' m?= ' coot Zm,n C a2 0? os Z '*J UI D �C O I 0 0 m-2i y �opt7� Z mop o `O2Is T t0 " rrl o J (p EXHIBIT E ,„ 160 6 DV z P OR: 4089 PG: 3557 • w 1^v 1 m 10 0— 9 'V uo0m 74.57' 4 s A m W g 6,m• P 14 .— Ii vv WN4 m r qm /' z G °E. I J Q 'r' u�o Z j -� m m w w m N o m ti�a F m d u �tl N j ..t r P Q 8 m 9 Q el J J iz O U s lq m y " m 2p n "W G 9 +J IA< !�'1 9 N W Seo g u • N t ] m rt C A O 9 NOAll w Z P OR r .D ?TI1j '4 � K , . __. t.,,,, gri it I ,....,:: , 0= i 0.4 ,,.., C 0 1 el / P V.) 11 1� / >n m P 71 -E C IRC, 7.1 a ON~MQnPl2nM�mAbO 1,1 A 7aNW4M7c1r1:-,r-OVuM15.4 -,1 t, 4 , 04n0ij�rz.", zA z O y D No 0,ti A-fl NW yN.p�1'1x h0 Oy F• 9 orn • 01. .r.. .p�0 *1.h�CO�H C7 cno x('1 OZ12 Z..� 11 Q01:7 x'�7 t7 rm*., rn zirm0my2 Dz?p i 22 til 0 02 v2�,�2Q2 057;2-4 2 .1 Q b Amo ,,... . z Pc*- m Mill r � cn� z '4. )' ry n o ��2 x and O�A 0 Z 0 2 -fit z O 4, C NW 2 D-ia"'r by O 9 Co w O O n=1 b 2 2 fry 2 Om m DA� � 2b y rnz U3:-1 rz ,•.. N 0r_ = rn 1,.0 , 0O EXHIBIT E t "q 1606 , { . . EXHIBIT B 1 I OR: 4089 PG: 3558 STEWARDSHIP SENDING AREA CREDIT AGREEMENT (LTR SSA 7) THIS STEWARDSHIP SENDING AREA CREDIT AGREEMENT (hereinafter referred to as the"Agreement") is made and entered into this 20`h day of June, 2006, by and between COLLIER COUNTY, a political subdivision of the State of Florida, hereinafter referred to as "County" whose mailing address is the Harmon Turner Building, 3301 East Tamiami Trail, Naples, Florida 34112, and LAKE TRAFFORD RANCH, LLLP ("LTR"), hereinafter referred to as "Owner", whose mailing address is 1395 Panther Lane, Suite 300, Naples, Florida 34109, for the purpose of designating a "Stewardship Sending Area" ("SSA") on certain lands belonging to Owner, eliminating Land Use Layers from said Ian ptf•. -ss •n' to Owner Stewardship Credits, all pursuant to Section 4.08.06 of tl(ecl i'- ' ,a d Development Code. �l WITNESSETH: ti WHEREAS, LT is he ow o -pproxP ately •8 4 acres of land within the boundaries of the Riral =-ral d -- • in Overlay District ("RLSA District") located in C tier •un , to id , i .n9 is the subject of a Stewardship Sending Area Applica i9r ' • I ti A *1189) ..e. b -O ner with Collier County, Florida; and C°'' er WHEREAS, Owns voluntarily requ: e• gL e 985.4 acre parcel legally described in the attache k ' it "A" (hereinafter ,effer d to as "LTR SSA 7") and depicted on Exhibit "B" be sin as a Ste a des p Sending Area in accordance with and pursuant to Section . .¢ of�tFi of eKCounty Land Development code ("LDC"); and WHEREAS, Owner has submitted, and the County has reviewed, a SSA Designation Application filed with the County on April 6, 2006, for the LTR SSA 7 land described in Exhibit"A";and WHEREAS, Collier County has reviewed the SSA Designation Application, along with all support documentation and information required by Section 4.08.06 of the Collier County Land Development Code and determined that the Owner's application is legally sufficient and should be granted; and WHEREAS, the County and Owner have reached agreement concerning the number of Stewardship Credits that are to be generated by the designation of the LTR SSA 7 described in Exhibit "A" and an SSA, and the parties further intend to specify the land uses that are eliminated from, and those land uses that remain on, LTR SSA 7; and -1- /1.7),- ,, 1-w 160 6 I - OR: 4089 PG: 3559 WHEREAS, the County and Owner agree that this Agreement is in compliance with and fully meets the requirements of the Collier County Growth Management Plan and LDC and is of substantial benefit to the general public. NOW, THEREFORE in consideration of the above premises and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and in further consideration of the mutual covenants contained herein, the parties agree as follows: 1, Land Designated as SSA LTR SSA 7 as described in Exhibit "A", consisting of approximately 985.4 acres, is hereby designated a Stewardship Sending Area ("SSA") and officially designated as LTR Stewardship Sending Area 7 ("LTR SSA 7"). 2. Land Use Lavers -� R CO1-1The following Landy,-----.\_,--- ersas descrlb d it,tt e Land Use Matrix in Section 4.08.06 B.4. of the Collier, {y LDC are hereby el- ins ed from and prohibited within LTR SSA 7. ; `-..__..„ _.f_. Approximately r(inel rp .t-- o) h g . /. cre' of LTR SSA 7 are within the Camp Ke i Stir n to St W fd hip;Area (FSA) and its associated Habits e � /p red (H A a dw restoration zones. Within LTR SSA 7 an se L" vers 1, incl stv ,cue hereby eliminated on 985.4 acres.\�Theremaining Land t. L4ye ,:Airiculture - Group 2, as depicted on E�(hibi "C", cannot be cd i* e xtd)f4griculture - Group 1 from and after the i riantion of such landasr A. Within the 985.4 acres f (ft pS(��herelrn Land Use Layers 1-6, inclusive, are being eliminated, 459.0 acres ar ehereby-d s gnated for restoration, and the Owner has agreed to complete restoration improvements thereon which will satisfy the eligibility requirements set forth in LDC Section 4.08.06 B.3.45). Within the areas designated for restoration, all natural areas shall be maintained in their existing conditions until such time as restoration activities occur. Those areas described as Restoration Areas A, B and C are depicted on Exhibit"D" and described on Exhibit"E", respectively. 3. Natural Resource Index Assessment A Natural Resource Index Assessment Worksheet ("Worksheet") for LTR SSA 7 is attached to this Agreement as Exhibit "F". The Worksheet quantifies the number of acres by Index Values, sets forth the level of conservation, identifies the land designated for restoration, sets forth the restoration potential and establishes the number of Stewardship Credits generated. The Worksheet also quantifies the number of Early Entry Bonus Credits generated by the designation of LTR SSA 7. The Worksheet separately sets forth the number of stewardship credits authorized as a result of the Owner agreeing to undertake restoration improvements; however, the stewardship credits generated by said restoration improvements are not available for utilization by -2- 0 160 6 OR: 4089 PG: 3560 -- i Owner until such time as the applicable success criteria as set forth herein have been satisfied. The total number of Stewardship Credits hereby generated and assigned to Owner by this Agreement for LTR SSA 7 are 5870.1 Stewardship Credits, of which 4034.2 Stewardship Credits are immediately available and may be sold, transferred, or otherwise utilized by the Owner in accordance with Section 4.08.06 of the Collier County Land Development Code ("LDC"). The remaining 1835.9 Stewardship Credits will be available to Owner for use, sale or transfer, all or in part, as the success criteria for restoration improvements are met as set forth in the Restoration Plan which is attached hereto as Exhibit"G". 4. Exchange Rate The Stewardship Credits generated and assigned for the establishment of the SSA on LTR SSA 7 herein may b ,�ra ,:r :• o . Stewardship Receiving Area (SRA) in exchange for the developme Y.'p f� -► ,•:11'tlt • eight Stewardship Credits for the development of one acre of 'ttra1SRA. )nin 5. Land Mane•eme t MuresOn lands within LT' • . o h'c r- 1-6 have been eliminated, which are not design:te fo re to - o , I • e measures will be those customarily utilized in h . ti .F orida. These customary measures may inclu+ o ing�rescrfir echanical brush control ("chopping") and other`vt is and nuisance cis oto ,ol, fence construction and maintenance, selective t' of trees, and dit d� road maintenance. ,....„ On lands within LTR S whn�. ich Lan ayers 1-6 have been eliminated and which are designated for r sto r lr c nn •ement measures will consist of one or more of the following: mowing, r leannind prescribed burning to maintain the land in its existing condition. All natural areas shall be maintained in their existing natural condition until such time as restoration activities occur. On lands within LTR SSA 7 on which Land Use Layers 1-6 have been eliminated and on which Owner has agreed to undertake restoration improvements, that is Restoration Areas A, B and C, there are additional land management measures to be undertaken after the completion of said restoration improvements. Those land management measures are specifically set forth in the Restoration Plan and are incorporated herein by reference. 6. References The references herein to the LDC provisions are those contained in Section 4.08.06 of the Collier County Land Development Code existing as of the date this Agreement becomes effective and those provisions of the LDC shall control as to the rights, obligations, implementation or interpretations of this Agreement and rights of Owner in the LTR SSA 7. -3- U . 160 6 OR: 4089 PG: 3561 7. Layers Included The retention of any Land Use Layer also includes the retention of all Land Use Layers that are less intensive in nature and that are listed below that Land Use Layer (higher numbered layers) in Section 4.08.06 B.4 of the LDC, including the retention of Conservation Restoration and Natural Resource uses as contained in the Land Use Matrix contained in Section 4.08.06 B.4.b of the LDC. 8. Restriction on Land Use Amendments Upon designation of the land described in Exhibit "A" as an SSA, the Owner, its assigns and successors in interest to LTR SSA 7 shall not seek or request, and the County shall not grant or approve, any increase in the density or any additional uses beyond those specifically authorized-i4 �is,7� teen ent. Upon designation of these lands as an SSA, the owner shall, ei) 4-- 80 `uest, and the County shall not in violation of Sections 4.08.96_, ‘ fid 3, thereafte ;t or approve any expansion or conversion of agricultural 414 \---- .i 9. Effectiveness `� ` �r This Agreemen‘sh II e e tine o_...Ad ec n b both parties. The terms, conditions and obli at oras t e d s ,all nstitU e lco era nts that run with the land and may be enforceab� .b� either party-in —e' ircu'i-t o 'rt fcir the 20t''Judicial Circuit in Collier County. In the gent that either party I'�er�eto shalLin/stitute legal proceedings in connection with or for therte6f�orcement of this Ab-e rrreiii', he prevailing party shall be entitled to an award of reas6h bt�e attorney's fees, co"t�-> fid expenses, to be taxed by a court of competent jurisdictibwhic. is directly,r'0l'td''to any court trial and appellate proceedings. .LIF �l �;.,.,./� 10. Easement Agreement Attached hereto as Exhibit "H" is a copy of the Stewardship Easement Agreement (without Exhibits) that will be executed by Owner and recorded by the County (with Exhibits) upon approval of this Agreement. The Stewardship Easement Agreement grants a perpetual easement in favor of Collier County and the Florida Department of Agriculture and Consumer Services setting forth specific land management measures and the party responsible for such measures for the LTR SSA 7 and described in Exhibit"A"which is subject of this Agreement. 11. FSA/HSA Lands All lands within the LTR SSA 7 are within a FSA or HSA. Exhibit "I" depicts the FSA and HSA areas within LTR SSA 7. -4- 1611 6.- OR: 4089 PG, 3562 12. Successors and Assigns As used in this Agreement, the term "Owned' shall include the owner, its successors and assigns of any of the LTR SSA 7 land described in Exhibit"A". 13. Amendment This Agreement may only be amended by written agreement of all parties. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their duly authorized officers or representative and their official seals hereto affixed the day and year first written above. BOARD OF COUNTY COMMISSIONERS JF RCO. NTY, F !' vA �iv __ . .!!ilk/, P / Q by:_ �,rw.s' Frank Halas, .hair/Tian Approved as to form anAro A� CLERK legal sufficient C4JIt, , ' Ptf r y,c---, F x �! CY.44 , , . By' r ' ii , .,� s t nat40210.4':'::i7:...-5 , a Assistant County Attome ( 1:- U�. ;r� F1E CIA -C---7 •,,t.. WITNESS LAKE TRAFFORD RANCH, LLLP a Florida limited liability limited partnership zPNee-T A,2\-01,> By: :;;: '; A A . - , Name Thomas M. Taytori,D 1 a Its l ,-P24^ Si'ure By: Christopher L. Alle (� �\ Its 0.0.ti,i.., ( /-4js't4► 44..- -‘-k )%r l-, \.- r Name Signature _g_ 16D6 OR: 4089 PG: 3563 State of Florida County of Collier The foregoing Stewardship Sending Area Credit Agreement was executed before me ^ this I?i) day of 2006, by Thomas M. Taylor and Christopher L. Allen, as Pr ar\os��•‘o, I for the Lake Trafford Ranch, LLLP. NOTARY PUBLIC-STATE OF FLORIDA (64„.7-_j-1/( Betsy Blanco Notary Public Commission DD391618 Name: FY uiLp • Expires: FEE. 01, 2099 Certificate No. b b 2P , g Bonded Thru ktiAntic Bonding Co.,Ins. My Commission Expires: i-c b 2tf5 COUI. CC 0 111V -6- cA^ 1606 OR: 4089 PG: 3564 LIST OF EXHIBITS LTR Stewardship Sending Area 7 Credit Agreement Exhibit"A" LTR SSA 7 Land Legal Description Exhibit"B" LTR SSA 7(985.4 acre parcel) depicted on Map of SSA Land Exhibit"C" Retained Land Uses Exhibit"D" Restoration Areas Exhibit"E" Legal Descr to jSS 7 Restoration Areas Exhibit"F" Natur u: oGrce' e Index sad= t Worksheet (Credit Summary Ta l )J Exhibit"G" LTR .SA ReRtorat'on-0 a Exhibit"H" ot= c n L " NS=w-rds ip Easement Agreement Exhibit"I" an tY yp . , 16C6 Wi lsonMiller® OR: 4089 PG: 3565 ,. New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A) (EXHIBIT A) All that part of sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northwest corner of Section 28, Township 46 South, Range 28 East, Collier County, Florida. (Point Number 1, Northing 771069.3669, Easting, 482644.9265); Thence along said north line of said Section 28 North 89°00'45" East, 3680.85 feet. (Point Number 2, Northing, 771132.80, Easti g-, ,81, 5� Thence leaving said north line in sty " ij1i e•'Iugh the following vertices, Points 4 through 562 inclusive. ,0 !--. Point Number 4, Northing, 77 05 .46, Easflng,_4.862a62.64 Point Number 5, Northing, 7 f 109'0.4'f;ffat,ti , 86241.81 Point Number 6, Northing, 7714 7`y699rjEasi("ig 8\� fi� Point Number 7, Northing, 771 a 7.79,- a�bri,g,) 8 42., Point Number 8, Northing, ,*T40,.2.e04,hitg? 8041. F—Point Number 9, Northing, `*02.00, Easting, 48 440.3 �' Point Number 10, Northing, 71'9 8.75, Easting, 486.0' .152 Point Number 11, Northing, 7 10 .93, Easting, 48609..06 >9 Point Number 12, Northing, 77 t-6, a Easting,486033.7'k" Point Number 13, Northing, 7710 6�-'�9; sting�_4860184 1^- Point Number 14, Northing, 771025.19„,,,,,A410,:14,0999.:88 Point Number 15, Northing, 771023.68, Easttily, 485983.65 Point Number 16, Northing, 771022.25, Easting, 485977.75 Point Number 17, Northing, 771020.75, Easting, 485965.97 Point Number 18, Northing, 771015.62, Easting, 485927.65 Point Number 19, Northing, 771012.68, Easting, 485891.56 Point Number 20, Northing, 771006.00, Easting,485850.28 Point Number 21, Northing, 771003.07, Fasting, 485822.28 Point Number 22, Northing, 770996.43, Easting, 485798.72 Point Number 23, Northing, 770992.75, Easting, 485773.65 Point Number 24, Northing, 770991.32, Easting, 485746.40 Point Number 25, Northing, 770987.63, Easting, 485722.84 Point Number 26, Northing, 770983.94, Easting, 485704.41 Point Number 27, Northing, 770983.94, Easting, 485689.68 Point Number 28, Northing, 770981.69, Easting, 485669.03 Point Number 29, Northing, 770976.56, Easting, 485651.38 Point Number 30, Northing, 770974.38, Easting, 485636.63 Point Number 31, Northing, 770972.87, Fasting,485621.15 Offices strategically located to serve our clients 800.649.4336 Naples,Corporale Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105• 239.649.4040• Fax 239.643.5716 wilsonmlller.com 8/73/200..155801 Vet-011-TOS8ORNE 1 G 03312-SO4-040-0 WUsonMlnar,frit.—FL C/C.f LC-C000170 . . 160 6 Wils&Miller' OR: 4069 PG: 3566 r New Directions In Planning,Design&Engineering Point Number 32, Northing, 770972.12, Easting,485607.16 Point Number 33, Northing, 770966.25, Easting,485563.68 Point Number 34, Northing, 770956.68, Easting,485524.62 Point Number 35, Northing, 770949.31, Easting,485486.31 Point Number 36, Northing, 770942.69, Easting,485453.91 Point Number 37, Northing, 770941.18, Fasting,485424.44 Point Number 38, Northing, 770937.50, Easting, 485399.38 Point Number 39, Northing, 770933.06, Easting, 485368.44 Point Number 40, Northing, 770930.12, Easting, 485346.31 Point Number 41, Northing, 770927.94, Easting, 485322.75 Point Number 42, Northing, 770925.75, Easting, 485302.85 Point Number 43, Northing, 770922.06, Easting,485274.84 Point Number 44, Northing, 770917.62, Easting,485254.97 Point Number 45, Northing, 770916.13, Easting,485228.43 Point Number 46, Northing, 770916.81,, s g(48.1207.28 Point Number 47, Northing, 77088 . 2 t -g48, 3�3 2, Point Number 48, Northing, 770781-37;-Fasting,485O49',32� Point Number 49, Northing, 77,6780‹56, Easting,485049.4T Point Number 50, Northing, 7 0760..G9;-Eatting,4$5050.12 Point Number 51, Northing, 77038. 7, fisting\4850k9.41\ Point Number 52, Northin 17707% �6 , EFS inq;48�6 6�5� 1. Point Number 53, Northing, 77 , 0 .44(E s ing, 485,04865(/ Point Number 54, Northing, 77,9 9 19, E in64445048. 5(� F-' Point Number 55, Northing, �7O 75.94, Easting, 4$5,949. 1 Point Number 56, Northing, 744 12.57, Easting, 485Q0Q.5 ,, Point Number 57, Northing, 7705, h 00, Easting, 48563'7r.03 Point Number 58, Northing, 770511Easting, 485036A Point Number 59, Northing, 770464. 1,,0,• asting,48593 004 Point Number 60, Northing, 77041957r aStiiig;;4 ,tl: Point Number 61, Northing, 770376.81, Easting 185030.97 Point Number 62, Northing, 770328.38, Easting, 485028.65 Point Number 63, Northing, 770307.80, Easting, 485028.41 Point Number 64, Northing, 770284.69, Easting, 485029.50 Point Number 65, Northing, 770261.18, Easting, 485030.18 Point Number 66, Northing, 770185.85, Easting, 485208.70 Point Number 67, Northing, 770069.34, Easting, 485220.80 Point Number 68, Northing, 769957.75, Easting, 485232.39 Point Number 69, Northing, 769943.80, Easting, 485061.22 Point Number 70, Northing, 769881.44, Easting,484970.86 Point Number 71, Northing, 769663.19, Easting, 484950.15 Point Number 72, Northing, 769490.85, Easting, 484981.37 Point Number 73, Northing, 769466.12, Easting, 484992.65 Point Number 74, Northing, 769440.38, Easting, 485006.66 Point Number 75, Northing, 769412.38, Easting, 485028.04 Point Number 76, Northing, 769391.00, Easting, 485044.25 Point Number 77, Northing, 769371.81, Easting,485056.03 9,1,2006 155801 Ver-011-I-OSBORNE 2 CWS 03312.501-04P•0 . . 16136 - WilssnMiller' OR: 40$9 PG; �� New Directions In Planning,Design&Engineering Point Number 78, Northing, 769346.76, Easting, 485067.10 Point Number 79, Northing, 769325.44, Easting, 485081.09 Point Number 80, Northing, 769304.75, Easting, 485093.60 Point Number 81, Northing, 769286.38, Easting, 485103.19 Point Number 82, Northing, 769267.19, Easting,485114.96 Point Number 83, Northing, 769246.56, Easting,485129.72 Point Number 84, Northing, 769228.13, Easting,485144.43 Point Number 85, Northing, 769214.12, Easting, 485154.04 Point Number 86, Northing, 769200.13, Easting,485166.56 Point Number 87, Northing, 769179.50, Easting,485182.75 Point Number 88, Northing, 769159.62, Easting, 485196.75 Point Number 89, Northing, 769136.81, Easting,485205.59 Point Number 90, Northing, 769118.38, Easting, 485207.81 Point Number 91, Northing, 769097.00, Easting,485210.75 Point Number 92, Northing, 769088.88 , g 4 21.2.97 Point Number 93, Northing, 769082,-‘5;� g 4 , '1} Point Number 94, Northing, 769077 Easting,4852'F5;1.9j Point Number 95, Northing, 769/03,44, Easting,485223�28'- Point Number 96, Northing, 7,6901 tt8;E"asting,_485240.22 Point Number 97, Northing, 769968. s ng\4852 1.59 Point Number 98, Northing, X169 6 8 , E sting;`4 84 Point Number 99, Northing,17691¢¢614.58(E sin ,486 Point Number 100, Northing,7690`7, 9� j } S, „85296f.2_� F., Point Number 101, Northing 176041.75,l=asting; 45308. 7 Point Number 102, Northing,\7g9Q18.19, Easting,485x09,50 Point Number 103, Northing, 76'499,6.07, Easting,48d3124 , Point Number 104, Northing, 7689 x`87, Easting,48531tif3C) Point Number 105, Northing, 76898 t Easting,4853 . Point Number 106, Northing, 768933:431 Ea(ting; 38✓31 4 Point Number 107, Northing, 768911.31,.asting;485322.75 Point Number 108, Northing, 768896.63, Easting,485324.21 Point Number 109, Northing,768881.13, Easting,485324.21 Point Number 110, Northing, 768864.94, Easting,485324.21 Point Number 111, Northing, 768857.00, Easting,485324.64 Point Number 112, Northing, 768854.41, Easting,485340.01 Point Number 113, Northing, 768846.87, Easting,485371.85 Point Number 114, Northing, 768837.27, Easting, 485403.13 Point Number 115, Northing,768825.64, Easting,485433,71 Point Number 116, Northing, 768812.03, Easting,485463.46 Point Number 117, Northing, 768796.51, Easting,485492.27 Point Number 118, Northing, 768779.14, Easting,485519,99 Point Number 119, Northing, 768759.99, Easting,485546,52 Point Number 120, Northing, 768728.06, Easting,485587.42 Point Number 121, Northing, 768708.79, Easting,485610.61 Point Number 122, Northing, 768686.35, Easting,485634.42 Point Number 123, Northing, 768662.39, Easting,485656.70 8752005-155001 Ver.011-7OS0OR5E 3 rte, o0.312.504040-•o y...�, Ap ... I 6 0 6 WiIsgnMiller' OR: 4089 PG: 3568 New Directions In Planning,Design&Engineering Point Number 124, Northing, 768637.03, Easting,485677.37 Point Number 125, Northing, 768629.95, Easting, 485682.67 Point Number 126, Northing, 768580.27, Easting,485719.15 Point Number 127, Northing, 768566.60, Easting,485732.61 Point Number 128, Northing, 768544.24, Easting,485753.31 Point Number 129, Northing, 768526.67, Easting,485767.63 Point Number 130, Northing, 768526.76, Easting,485786.94 i Point Number 131, Northing, 768524.50, Easting, 485804.62 Point Number 132, Northing, 768525.25, Easting,485822.28 Point Number 133, Northing, 768525.25, Easting,485842.93 Point Number 134, Northing, 768524.50, Easting, 485858.41 Point Number 135, Northing, 768516.44, Easting,485857.65 Point Number 136, Northing, 768507.56, Easting,485856.94 Point Number 137, Northing, 768492.81, Easting,485857.65 Point Number 138, Northing, 768479.56,- _,-iiiiig485863.56 Point Number 139, Northing, 7684 8 5Q, `t $7 .81 Point Number 140, Northing, 76 ' tin 4858 Point Number 141, Northing, 76/ /8 94, Easting,4859121 Point Number 142, Northing, 768457'50;Easting,45930.60 \ Point Number 143, Northing/768458`'f9:-E,astin ,485949.75 Point Number 144, Northing', 768462:�;;4; attire 185 07 ' Point Number 145, Northing, 7i84i6.31, raitin ,48,5 . Point Number 146, Northini�l,,�788468.}0 tirt ,8598 59 i_-+ J., Point Number 147, Northing\\76844fi.31, ting, 48,001. 5 �,' Point Number 148, Northing,\76'.'"58.94, Easting,480027413 Point Number 149, Northing, 7.. 9.37, Easting,486b 73 O Point Number 150, Northing, 7.84' 6, Easting,486091<k7' ' Point Number 151, Northing, 76842,4�r31, )sting,.486121):`4,4 Point Number 152, Northing, 768412:49�if4Sting;' 8 60 Point Number 153, Northing, 768399.25,Fasting;486183.31 Point Number 154, Northing, 768389.68, Easting,486207.63 Point Number 155, Northing, 768386.00, Easting,486233.43 Point Number 156, Northing, 768375.69, Easting,486264.38 Point Number 157, Northing, 768369.81, Easting,486291.63 Point Number 158, Northing, 768361.68, Easting,486323.32 Point Number 159, Northing, 768356.50, Easting,486340.25 Point Number 160, Northing, 768350.62, Easting, 486357.22 Point Number 161, Northing, 768345.49, Easting, 486375.62 Point Number 162, Northing, 768341.08, Easting,486390.85 Point Number 163, Northing, 768337.38, Easting,486403.62 Point Number 164, Northing, 768333.68, Easting,486434.56 Point Number 165, Northing, 768332.94, Easting,486451.50 Point Number 166, Northing, 768332.94, Easting, 486470.66 Point Number 167, Northing, 768330.00, Easting, 486484.65 Point Number 168, Northing, 768325.56, Easting,486503.10 Point Number 169, Northing, 768325.56, Easting, 486522.25 823120Q5.155041 Ver 411•TOSBORNE 4 C1.143 43311-504-0,6-0 106 6 - WiIsonMiller' OR: 4089 PG: 3569 New Directions In Planning,Design&Engineering Point Number 170, Northing, 768326.31, Easting, 486538.47 Point Number 171, Northing, 768321.87, Easting,486553.94 Point Number 172, Northing, 768318.18, Easting,486562.78 Point Number 173, Northing, 768308.63, Easting,486577.50 Point Number 174, Northing, 768296.88, Easting,486593.72 Point Number 175, Northing, 768288.75, Easting,486609.19 Point Number 176, Northing, 768283.56, Easting,486621.71 Point Number 177, Northing, 768279.87, Easting,486639.41 Point Number 178, Northing, 768268.88, Easting,486665.19 Point Number 179, Northing, 768257.82, Easting, 486686.57 Point Number 180, Northing, 768246.00, Easting,486704.22 Point Number 181, Northing, 768234.25, Easting, 486716.04 Point Number 182, Northing, 768216.56, Easting,486727.81 Point Number 183, Northing, 768200.31, Easting,486742.56 Point Number 184, Northing, 768185.62, ng, 67.62.43 Point Number 185, Northing, 76817 '5§,, ,' astingT 6.7,89:t ,7 Point Number 186, Northing, 76 .62C7.5;-fasting,48-67774'911\ Point Number 187, Northing, 7 8 1 69, Easting,4868076 \ Point Number 188, Northing, x/68 4 {8't;Easting,.4 6816.2 Point Number 189, Northing/76 131 asting, 48629.15 Point Number 190, Northing, 7 12 ;Eza tip", 8>� 0j Point Number 191, Northin 7 8119.5 , a tir) ,4683 . i' Point Number 192, Northin ,(7 18,1 8 �n , 48683 }3t5 Point Number 193, Northing 680$8.32, Easting 486832 ' Point Number 194, Northing,76,§ 76.57, Easting, 480828.(74 Point Number 195, Northing, ,68 40 .00,.00, Easting, 48dara.(6 Point Number 196, Northing, 7680 . 7, Fasting, 486804 Point Number 197, Northing, 76805 t59~Easting,_4868Q3 Point Number 198, Northing, 768025:50 0-Stinn,0684721 Point Number 199, Northing, 768018.83, Easting;456858.04 Point Number 200, Northing, 768014.66, Easting,486883.03 Point Number 201, Northing, 768007.16, Easting, 486947.20 Point Number 202, Northing, 768009.74, Easting, 486978.69 Point Number 203, Northing, 768008.06, Easting,486978.12 Point Number 204, Northing, 767983.93, Fasting, 486975.88 Point Number 205, Northing, 767956.01, Easting, 486980.40 Point Number 206, Northing, 767931.51, Easting,486992.74 Point Number 207, Northing, 767912.70, Easting,487001.27 Point Number 208, Northing, 767905.50, Easting,487004.53 Point Number 209, Northing, 767870.06, Easting,487021.88 Point Number 210, Northing, 767841.50, Easting,487034.69 Point Number 211, Northing, 767814.60, Easting,487041.58 Point Number 212, Northing, 767812.00, Easting,487042.25 Point Number 213, Northing, 767778.06, Easting, 487045.25 Point Number 214, Northing, 767732.96, Easting,487049.13 Point Number 215, Northing, 767725.44, Easting,487049.78 82Y2005-155001 Vet-011-TOSSORNE 5 e\07012.501-010-.0 160 6 Wilson Miller' OR: 4089 PG: 3570 _ r New Directions In Planning,Design&Engineering Point Number 216, Northing, 767721.01, Fasting,487050.41 Point Number 217, Northing, 767720.81, Easting,487050.44 Point Number 218, Northing, 767693.56, Easting,487054.31 Point Number 219, Northing, 767635.50, Easting,487061.09 Point Number 220, Northing, 767588.75, Fasting,487064.87 Point Number 221, Northing, 767543.50, Easting,487071.66 Point Number 222, Northing, 767433.38, Easting,487074.65 Point Number 223, Northing, 767403.25, Easting,487073.83 Point Number 224, Northing, 767378.37, Easting,487073.16 Point Number 225, Northing, 767360.74, Easting, 487073.80 Point Number 226, Northing, 767337.62, Easting,487074.65 Point Number 227, Northing, 767291.62, Easting, 487070.90 Point Number 228, Northing, 767270.12, Easting,487070.14 Point Number 229, Northing, 767248.63, Easting, 487069.37 Point Number 230, Northing, 767216.941 a n ,170Z1.66 Point Number 231, Northing, 7671 0"56, stin ,=4.8107 .65 Point Number 232, Northing, 763 6 t)18;-Easting,4870 '3 Point Number 233, Northing,7670.0 Easting, 7 6, ting,48 084. Point Number 234, Northing,167 4:19;Easting 8 89.7 Point Number 235, Northing 76 093.31','E,astin ,487 01.06 ` Point Number 236, Northing, 7670iti F X35 Point Number 237, Northing, 7670 8. 1 , a ti �,T 12 . Point Number 238, Northingg„767020,?5,. sa tj , 12 5 JPoint Number 239, Northin-t gg�1�6�O�fi3,44,has#ing, 124. 2 ,`�' Point Number 240, Northing�.76'�X99.36, Easting,48t 7. 1 �� Point Number 241, Northing, 7,988.44, Easting,48T4 9 Point Number 242, Northing, 76667,,3'a6, Easting,487130:&2s-1 Point Number 243, Northing, 766�J52''jd5',Easting 4&71; �9, Point Number 244, Northing, 766917:56? tin0_,' 44:'25 Point Number 245, Northing, 766891.06,-l=-sting;481137.31 Point Number 246, Northing, 766878,37, Easting,487138.78 Point Number 247, Northing, 766868.40, Easting, 487139.36 Point Number 248, Northing, 766839.87, Easting, 487141.03 Point Number 249, Northing, 766811.89, Easting, 487141.38 Point Number 250, Northing, 766779.56, Easting,487141.78 Point Number 251, Northing, 766713.19, Easting,487148.56 Point Number 252, Northing, 766651.32, Easting,487151.97 Point Number 253, Northing, 766617.44, Easting,487153.84 Point Number 254, Northing, 766531.44, Easting,487160.63 Point Number 255, Northing, 766494.50, Easting,487159.88 Point Number 256, Northing, 766478.69, Easting,487155.00 Point Number 257, Northing, 766462.81, Easting,487150.09 Point Number 258, Northing, 766457.03, Easting,487146.62 Point Number 259, Northing, 766440.19, Easting,487136.50 Point Number 260, Northing, 766425.88, Easting,487115.40 Point Number 261, Northing, 766413.07, Easting,487077.69 &Y3r20o$-155601 Ver 011.TOSBORNE 6 cvu 03312S01-W4.0 160 6 WilsQnMiller' OR: 4089 PG: 3571 New Directions In Planning,Design&Engineering Point Number 262, Northing, 766411.57, Easting,487048.52 Point Number 263, Northing, 766411.56, Easting, 487048.28 Point Number 264, Northing, 766410.06, Easting,487017.34 Point Number 265, Northing, 766410.06, Easting,486984.16 Point Number 266, Northing, 766410.06, Easting, 486935.16 Point Number 267, Northing, 766409.29, Easting, 486894.64 Point Number 268, Northing, 766408.50, Easting,486852.94 Point Number 269, Northing, 766403.25, Easting, 486779.03 Point Number 270, Northing, 766402.50, Easting, 486735.31 Point Number 271, Northing, 766401.75, Easting, 486690.81 Point Number 272, Northing, 766399,51, Easting,486626.20 Point Number 273, Northing, 766397.94, Easting,486580.72 Point Number 274, Northing, 766393.44, Easting,486467.59 Point Number 275, Northing, 766388.18, Easting,486339.37 Point Number 276, Northing, 766384.37; a din , 62Q5.91 Point Number 277, Northing, 766380 6 a ting ; e,t k 63 Point Number 278, Northing,76p-37,31)1'r-tasting,485985,69, Point Number 279, Northing, 7,673.07, Easting,485924'0 Point Number 280, Northing,176613 2 2yEasting,_485897.8 Point Number 281, Northing,/76 371-.56,`E�astin ,485471.06 Point Number 282, Northing, 76 3' 7 , tip`- ,F8 fiQ0-7 Point Number 283, Northing, 7 3 7.018, a ti , 'i .34Point Number 284, Northing/7��3 3.25 asjiii74.62 f.-- Point Point Number 285, Northing T78058-:00, asting, 465715.69 Point Number 286, Northing,\766 57.25, Easting,4856:7875 Point Number 287, Northing, 7 25, Easting, 4856481.59 ' Point Number 288, Northing, 76 8 9�4, Easting,485012.8 Point Number 289, Northing, 766 8�� , t=asting,4_ 8,574 Point Number 290, Northing, 766348. (gfng; 44:50 Point Number 291, Northing, 766348.19, Easting;415498.50 Point Number 292, Northing, 766350.44, Easting,485472.88 Point Number 293, Northing, 766351.93, Easting, 485439.68 Point Number 294, Northing, 766355.74, Easting,485407.26 Point Number 295, Northing,766357.25, Easting,485392.94 Point Number 296, Northing,766357.69, Easting,485388.74 Point Number 297, Northing, 766358.75, Easting,485378.59 Point Number 298, Northing,766364.01, Easting,485349.18 Point Number 299, Northing, 766370.50, Easting,485311.03 Point Number 300, Northing, 766371.56, Easting, 485296.76 Point Number 301, Northing, 766372.32, Easting,485285.09 Point Number 302, Northing, 766372.24, Easting,485283.59 Point Number 303, Northing, 766372.13, Easting,485281.28 Point Number 304, Northing, 766370.81, Easting,485254.16 Point Number 305, Northing, 766366.31, Easting,485226.25 Point Number 306, Northing, 766361.75, Easting,485193.10 Point Number 307, Northing, 766352.69, Easting,485172.72 023/2005-155601 Vac.011.TOSSORNE 7 CN11 O3372-SO4M6-0 9 160 6 Wilson illers OR: 4089 PG: 3572 New Directions In Planning,Design&Engineering Point Number 308, Northing, 766345.93, Easting,485152.00 Point Number 309, Northing, 766341.38, Easting,485138.03 Point Number 310, Northing, 766333.12, Easting,485113.15 Point Number 311, Northing, 766324.81, Easting,485095.03 Point Number 312, Northing, 766317.25, Easting,485076.94 Point Number 313, Northing, 766311.69, Easting,485066.31 Point Number 314, Northing, 766309.00, Easting,485061.09 Point Number 315, Northing, 766304.26, Easting,485048.65 Point Number 316, Northing, 766300.69, Easting,485039.25 Point Number 317, Northing, 766298.70, Easting, 485029.56 Point Number 318, Northing, 766296.19, Easting,485017.37 Point Number 319, Northing, 766295.22, Easting,485013.69 Point Number 320, Northing, 766294.26, Easting, 485010.00 Point Number 321, Northing, 766291.63, Easting,485000.04 Point Number 322, Northing, 766287.13;- a tin ;,4:.•978.90 Point Number 323, Northing, 766265'62,,,_a in ,- i1• e• 4$ Point Number 324, Northing, 766- 8.8 -t Easting,48446R, Point Number 325, Northing, 766200.88, Easting,484916.' Point Number 326, Northing,/766290 38 Easting,_4445900.9 Point Number 327, Northing/7629 'i2,`E tin 484693.69 Point Number 328, Northin ', 76 rirtin,g„ 4Paint Number 329, Northin , 7 ti47 .3 ! -- Point Number 330, Northin , 766 , Wild, 8676, I--, Point Number 331, Northing /764300.69, Easting, :,852%1 ` Point Number 332, Northing,\766g03.69, Easting,4: LI 18 . Point Number 333, Northing, 7( 306.68, Easting,4841830,1 A Point Number 334, Northing, 7661-07;50,, Easting,484823,� Point Number 335, Northing, 766E18/25 asting,,48 81,53 Point Number 336, Northing, 766309:58,,ga ting;4t305183 Point Number 337, Northing,766311.25,Easting;414791.13 Point Number 338, Northing, 766316.50, Easting,484770.00 Point Number 339, Northing, 766318.56, Easting,484759.34 Point Number 340, Northing, 766321.06, Easting,484746.62 Point Number 341, Northing, 766321.06, Easting, 484727.78 Point Number 342, Northing, 766320.31, Easting,484717.94 Point Number 343, Northing, 766319.56, Easting,484706.66 Point Number 344, Northing, 766315.75, Easting, 484683.28 Point Number 345, Northing, 766313.06, Easting,484671.42 Point Number 346, Northing, 766309.75, Easting,484656.87 Point Number 347, Northing, 766297.68, Easting,484627.46 Point Number 348, Northing, 766280.31, Easting,484582.21 Point Number 349, Northing, 766272.10, Easting,484558.43 Point Number 350, Northing, 766266.00, Easting,484540.75 Point Number 351, Northing, 766246.38, Easting,484492.50 Point Number 352, Northing, 766226.75, Easting,484451.00 Point Number 353, Northing,766211.68, Easting, 484418.60 8/23.1005-165601 Ver.011-T0080RNE O ets 8 3 03312 SO4-010--0 1606 6 WilssOnMiller'• New Directions In Planning,Design&Engineering OR: 4089 d�}G: 3573 Point Number 354, Northing, 766194.37, Easting, 484387.66 Point Number 355, Northing, 766186.81, Easting,484370.31 Point Number 356, Northing, 766184.19, Easting,484362.03 Point Number 357, Northing, 766181.50, Easting,484353.72 Point Number 358, Northing, 766177.75, Easting,484331.84 Point Number 359, Northing, 766176.25, Easting,484309.97 Point Number 360, Northing, 766177.37, Easting, 484299.83 Point Number 361, Northing, 766177.87, Easting, 484295.30 Point Number 362, Northing, 766178.50, Easting, 484289.62 Point Number 363, Northing, 766181.94, Easting,484270.28 Point Number 364, Northing, 766183.06, Easting,484263.97 Point Number 365, Northing, 766192.82, Easting,484245.13 Point Number 366, Northing, 766207.93, Easting,484231.56 Point Number 367, Northing, 766218.50, Easting,484222.50 Point Number 368, Northing, 766237.32;- astin 2 9.69 Point Number 369, Northing, 7662,54A,, sating; ,`,,9Q Point Number 370, Northing, 76,,6� i .82;Easting,48420 �6 , Point Number 371, Northing, 7662 .94, Easting, 484205 0 Point Number 372, Northing,��T6632 Easting,-4441141.9 Point Number 373, Northing;763332.35, stir ,4840.26 Point Number 374, Northing, 76 3 ; astip , t35�/ ,__ Point Number 375, Northing, , ati , Point Number 376, Northing,7 3 345,4asfi` ,�84243.6k H Point Number 377, Northing' ,76 379.87, Easting, € 261.72 . Point Number 378, Northing,76 97.19, Easting, 48 g85 '5 Point Number 379, Northing, 7 4. 1.93, Easting,48431 Point Number 380, Northing, 76��1 6 Easting,4844)- .9,4 Point Number 381, Northing, 76647 �Easting,-4; 57 q Point Number 382, Northing, 766647.56;_ti ting, ,'.: 542.25 Point Number 383, Northing, 766463.56, Eastrrrig;484275.28 Point Number 384, Northing, 766421.93, Easting,484302.35 Point Number 385, Northing, 766419.12, Easting, 484298.22 Point Number 386, Northing, 766410.19, Easting,484284.50 Point Number 387, Northing, 766397.25, Easting,484258.63 Point Number 388, Northing, 766387.04, Easting,484246.75 Point Number 389, Northing, 766381.93, Easting,484240.81 Point Number 390, Northing, 766368.19, Easting,484223.03 Point Number 391, Northing, 766352.00, Easting,484207.66 Point Number 392, Northing, 766335.01, Easting,484197.15 Point Number 393, Northing, 766328.14, Easting,484194.60 Point Number 394, Northing, 766313.18, Easting, 484189.06 Point Number 395, Northing, 766293.75, Easting,484185.84 Point Number 396, Northing, 766276.00, Easting,484185.84 Point Number 397, Northing, 766267.92, Easting, 484186.60 Point Number 398, Northing, 766259.00, Easting, 484187.43 Point Number 399, Northing, 766239.62, Easting, 484192.32 62Y2005-,5500,Ver.011-TosaoRNE 9 00312-504as-o `�../ t."q 16 0 6 WilsonMiller` OR: 4089 PG: 3574 New Directions in Planning,Design&Engineering Point Number 400, Northing, 766228.69, Easting,484196.76 Point Number 401, Northing, 766217.75, Easting,484201.18 Point Number 402, Northing, 766197.56, Easting,484210.91 Point Number 403, Northing, 766181.38, Easting,484226.29 Point Number 404, Northing, 766170.87, Easting,484241.62 Point Number 405, Northing, 766164.37, Easting,484258.63 Point Number 406, Northing, 766163.02, Easting,484263.94 Point Number 407, Northing, 766160.75, Easting,484272.74 Point Number 408, Northing, 766157,12, Easting,484286.91 Point Number 409, Northing, 766157.57, Easting, 484297.85 Point Number 410, Northing, 766158.75, Easting, 484325.71 Point Number 411, Northing, 766158.75, Easting, 484341.09 Point Number 412, Northing, 766152.25, Easting,484355.65 Point Number 413, Northing, 766145.82, Easting,484366.16 Point Number 414, Northing, 766132.,87�, sing; 372.63 Point Number 415, Northing, 766 -8`t,Ea`sting 4 t;08 Point Number 416, Northing, 76,61475-,"Easting,48438.'�t?$ Point Number 417, Northing, 7661 .50, Easting,484380.E Point Number 418, Northing,J766 pQLEasting;444 76.6 Point Number 419, Northing 766044.69,Easting,484366.97 Point Number 420, Northing 7 1 0q9�3;gastiri $53. Point Number 421, NorthinO, 7659$8.9(1, €apting, ( 3 . Point Number 422, Northing4,r�7 5968;t;$� East► $4325,7 Point Number 423, Northing�r76,947.69, Easting,4814308.175 Point Number 424, Northing,\76 919.38, Easting, 48486 g1%, Point Number 425, Northing, 76'518_87.87, Easting,4842602597P Point Number 426, Northing,7658 -._94, Easting, 484244,4MPoint Number 427, Northing, 765$ 13 765857;94* 24.6 Point Number 428, Northing, 765808:19;„,ELitir4,10. 21-4195 Point Number 429, Northing, 765793.26, Easting;484205.25 Point Number 430, Northing, 765758.44, Easting, 484187.43 Point Number 431, Northing, 765728.56, Easting, 484170.47 Point Number 432, Northing, 765716.48, Easting,484165.94 Point Number 433, Northing, 765702.69, Easting,484160.78 Point Number 434, Northing, 765676.81, Easting, 484149.43 Point Number 435, Northing, 765650.13, Easting,484144.59 Point Number 436, Northing, 765620.19, Easting,484137.31 Point Number 437, Northing, 765606.43, Easting,484135.28 Point Number 438, Northing, 765592.68, Easting, 484133.28 Point Number 439, Northing, 765571.69, Easting,484129.22 Point Number 440, Northing, 765550.63, Easting,484125.99 Point Number 441, Northing, 765528.68, Easting, 484123.40 Point Number 442, Northing, 765523.19, Easting, 484122.75 Point Number 443, Northing, 765516.94, Easting,484121.63 Point Number 444, Northing, 765511.81, Easting, 484120.72 Point Number 445, Northing, 765500.49, Easting,484118.72 0/212005,55001 Var.O11-TOSSORNEemu 10 CW12.804-040.-0 1606 6 WilspnMiller' OR: 4089 PG: 3575 New Directions In Planning,Design&Engineering Point Number 446, Northing, 765480.75, Easting, 484116.16 Point Number 447, Northing, 765463.31, Easting,484113.87 Point Number 448, Northing, 765437.44, Easting, 484108.21 Point Number 449, Northing, 765420.44, Easting,484104.16 Point Number 450, Northing, 765395.37, Easting,484100.94 Point Number 451, Northing, 765366.31, Easting,484092.03 Point Number 452, Northing, 765348.13, Easting,484086.15 Point Number 453, Northing, 765336.37, Easting,484082.35 Point Number 454, Northing, 765314.56, Easting,484075.87 Point Number 455, Northing, 765260.37, Easting,484058.06 Point Number 456, Northing, 765240.12, Easting,484052.00 Point Number 457, Northing, 765219.94, Easting, 484045.94 Point Number 458, Northing, 765186.75, Easting, 484035.44 Point Number 459, Northing, 765168.56, Easting,484028.56 Point Number 460, Northing, 765150.371- in,, .40 1.68 Point Number 461, Northing, 765100 25,, a:iii ac "44:, o Point Number 462, Northing, 76506 ,Easting,483-995:'82 Point Number 463, Northing, 765022.62, Easting,483983: 8 Point Number 464, Northing/?649`16{50 Easting,_4$3968.3 Point Number 465, Northing, 764944.18;Easting,483959.41 Point Number 466, Northing, 79,9MQre ti r;r39§237;.7Point Number 467, Northin , 761913.�, to tir�g, 39 .��Point Number 468, Northin ,r�764915.88 Eiastrnd, 394 .9 )f-f j Point Number 469, Northing 64870.62, Easting, 8,3939.82 / Point Number 470, Northing,76' $32.62, Easting, 41 7 Point Number 471, Northing, 02.68, Easting, 483 14( L. Point Number 472, Northing, 7 /$ Q6, Easting,48390 .,'6 Point Number 473, Northing, 764 $8-; asting,48 898 V Point Number 474, Northing, 764741.26;Etisting, 8 .22 Point Number 475, Northing, 764716.13, Easth g 483 c868.84 Point Number 476, Northing, 764689.43, Easting, 483848.62 Point Number 477, Northing, 764671.69, Easting,483832.47 Point Number 478, Northing, 764656.32, Easting,483817.91 Point Number 479, Northing, 764633.69, Easting,483797.69 Point Number 480, Northing, 764618.96, Easting,483783.63 Point Number 481, Northing, 764615.06, Easting, 483779.91 Point Number 482, Northing, 764602.94, Easting,483769.40 Point Number 483, Northing, 764587.56, Easting,483760.50 Point Number 484, Northing, 764573.00, Easting,483755.65 Point Number 485, Northing, 764558.50, Easting,483750.78 Point Number 486, Northing,764552.44, Easting, 483749.32 Point Number 487, Northing, 764547.75, Easting, 483748.12 Point Number 488, Northing, 764521.25, Easting,483680.44 Point Number 489, Northing, 764515.62, Easting,483668.31 Point Number 490, Northing, 764507.51, Easting,483659.44 Point Number 491, Northing, 764389.50, Easting,483593.12 6/23/2005-155801 Ver 011.T0500RiE 11 033,2.50/-010-0 1606 6 wise/miler. ___ ,, New Directions In Planning,Design 8 Engineering OR: 4089 PG: 3576 Point Number 492, Northing, 764187.31, Easting, 483661.03 Point Number 493, Northing, 764231.38, Easting, 483780.72 Point Number 494, Northing, 764218.88, Easting,483780.72 Point Number 495, Northing, 764196.19, Easting, 483774.25 Point Number 496, Northing, 764187.31, Easting, 483769.40 Point Number 497, Northing, 764176.82, Easting, 483763.75 Point Number 498, Northing, 764160.63, Easting, 483752.41 Point Number 499, Northing, 764145.25, Easting,483745.94 Point Number 500, Northing, 764133.12, Easting, 483737.06 Point Number 501, Northing, 764118.56, Easting,483732.19 Point Number 502, Northing, 764103.18, Easting, 483728.97 Point Number 503, Northing, 764087.87, Easting, 483724.90 Point Number 504, Northing, 764074.12, Easting,483723.31 Point Number 505, Northing, 764053.88, Easting,483723.31 Point Number 506, Northing, 764041.74; a ting; 7 1 68 Point Number 507, Northing, 764034 4?t,J asting S? : 6 Point Number 508, Northing, 764 1 2, Fasting,483110.O., Point Number 509, Northing, 763992.44, Easting,483704:56 Point Number 510, Northing,/7639'6 18 Easting,4637 00.6 Point Number 511, Northin g;76;931.00,Basting,483683.68 Point Number 512, Northing, 76.38171. 6-;` 'fin �, >336'62Cip,'' Point Number 513, Northin , 7f; 867.9 , Ea tii) , !8365, .6 Point Number 514, Northin (7 8 00.4 .gas in 36 Point Number 515, Northing 763816.93, Easting, 640581 , Point Number 516, Northing,\7.6.756.32, Easting, 48 ' 15)76 Point Number 517, Northing, 76'012:13, Easting, 48393`9 Point Number 518, Northing, 7636 81, Easting, 483534,1 3 Point Number 519, Northing, 7636 7 5iEastingr48 58:34 Point Number 520, Northing, 76358006,.. a�s�ting; 542.19 Point Number 521, Northing, 763544.44, Easting;483527.62 Point Number 522, Northing, 763512.13, Easting, 483515.50 Point Number 523, Northing, 763478.12, Easting, 483501.74 Point Number 524, Northing, 763453.88, Easting, 483491.21 Point Number 525, Northing, 763420.75, Easting, 483475.88 Point Number 526, Northing, 763391.63, Easting, 483459.69 Point Number 527, Northing, 763375.44, Easting, 483444.35 Point Number 528, Northing, 763360.06, Easting, 483427.35 Point Number 529, Northing, 763352.00, Easting, 483411.97 Point Number 530, Northing, 763346.38, Easting, 483385.31 Point Number 531, Northing,763349.57, Easting,483368.31 Point Number 532, Northing, 763354.44, Easting, 483348.09 Point Number 533, Northing, 763359.31, Fasting,483332.75 Point Number 534, Northing, 763366.56, Easting,483305.25 Point Number 535, Northing, 763373.06, Easting,483279.37 Point Number 536, Northing, 763381.12, Easting,483255.12 Point Number 537, Northing, 763390.00, Easting, 483224.37 82972005.155601 V,r Otl-TOSBORNE 12 03312so44/0--0 1606 - LViIsnfi1,ller OR: 4089 PG: 3577 New Directions in Planning,Design&Engineering Point Number 538, Northing, 763398.94, Easting, 483202.56 Point Number 539, Northing, 763455.37, Easting,483026.56 Point Number 540, Northing, 763506.38, Easting, 482889.40 Point Number 541, Northing, 763521.19, Easting, 482851.40 Point Number 542, Northing, 763541.56, Easting, 482824.54 Point Number 543, Northing, 763563.81, Easting, 482801.37 Point Number 544, Northing, 763583.24, Easting, 482791.16 Point Number 545, Northing, 763606.74, Easting, 482781.03 Point Number 546, Northing, 763844.90, Easting, 482779.05 Point Number 547, Northing, 763849.25, Easting,482780.03 Point Number 548, Northing, 763904.87, Easting,482795.81 Point Number 549, Northing, 763938.63, Easting,482811.71 Point Number 550, Northing, 763865.50, Easting, 482999.41 Point Number 551, Northing, 764032.00, Easting, 483060.06 Point Number 552, Northing, 764161.06; asjinq,4 1CQ4 46 Point Number 553, Northing, 7641,69;3 song;- Q2 69 6,) Point Number 554, Northing, 764;1 ;88;Easting, 48309 6;' Point Number 555, Northing, 764294.88, Easting, 483015. 5 : "t Point Number 556, Northing7764?43;94;Easting,482926.8 Point Number 557, Northing: 76,�4"258.12,'Eastinc ,48283.66 Point Number 558, Northin 7q2 tib C Point Number 559, Northin , 7r2 6.4 , a tin , 2 . Point Number 560, Northing,l1,42 8:,.0 .Easfiri ,, 286.1 Point Number 561, Northin X76' 196.00, Easting,4t?851.10 Point Number 562, Northing, T 08.94, Easting,48 824 46 Thence South 20°10'47"Wes _t$\5 feet to a point''rititile 4s line of Section 33, Township 46 South, Range 28 East Collie rCo nty, Florida (Point (rciiiic563, Northing, 763982.28, Easting, 482777.91); 74' ,00, " Thence along said west line North 00°28'3 ''VVe (787.60 feet to the northwest corner of said Section 33 (Point Number 567, Northing, 765769.82, Easting, 482763.06); Thence along the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida North 01°16'37"West, 5300.86 feet to (Point Number 1, Northing, 771069.37, Easting, 482644.93) POINT OF BEGINNING; Containing 434.74 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North89°00'45"East. 431230005-155601 Ver.011-TOSSORNE 13 03312501.040--0 6) 16 0 6 Wils&Miller. OR: 4089 PG: 3578 _ New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 2 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89`00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERP ETA-TIONS.F OM AERIAL PHOTOGRAPHS HAVING T1. FOLLOWING DATE OF PHOTOGRAPHY:AMETERS:4/2 �-"-.--""— �J\T 2. NEGATIVE SCALE: 1:36000 � " 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' / O __ \----- 5. SCALE NOT TO EXCEED/1"-500' wS -,,,.:--1 6. THIS IMAGERY HAS NOT BE)=N` Tt �-1 , g1-9a I ER\TO MEET MINIMUM TECHNICAL STANDAR S O ATI N L P CU" •I SI ANDARDS. 7. VERTICAL ELEVATION HA1 G S i C U.'SE 1ORIZu IS1PLACEMENT. EVERY EFFORT HAS BEEN M��E..-\Y'M s1M THIS-Ek.ECt OR ITICAL FEATURES. 8. IN AREAS WHERE TALL .TRUCTURES OR TREE�T' EAN Tp,O STRUCT FEATURES, EXPOSURES WERE MOSAt K D IN AN EFFORT T�4~MiNI HE EFFECT. 9. THIS PROD• IS SIMILAR`(N(y(AG URACY TO RECTIFIEDDI LARGEMENTS, EXCEPT P'•• W.** b A DIGITAL FOkMAJ . AP BYi �'' At DATE 8-08-05 'T67.7•, ,, +� .,7,S.M.LS#.5627 WIC QN(si(�L C !�C?(�I8TERED ENGINEERS AND LAND SURVEYORS. NOT VALIb , fTHO1;fT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. . NOT BA§ED ON',h{J°LL SURVEY OF SUBJECT LANDS. CERTIFICATEOF_AUT1jORIZATION#LB 43 REF 2H-99 I &2J/2005.155001 Ver.0 t!-TOSBORNE 14 cnsai 01312-804-040—0 160 6 - WiIsOnMiller OR. 4089 PG: 3579 New Directions in Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 22 and 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7--PARCEL B) (EXHIBIT A) All that part of Sections 22 and 27,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 27,Township 46 South, Range 28 East,Collier County, Florida. Thence along said north line of said Section 27, North 88°59'47"East, 544.11 feet, to the POINT OF BEGINNING; (Point Number 573, Northing 771170.47, Easting 488502.29); Thence along said north line North 88°59'47"fit 777.ft9 feet to(Point Number 576, Northing 771184.10, Easting 489279.86) -y-tits t CQ -) Thence leaving said line in straight-lin sem ,, hroug veto Jp ing vertices, (Points 577 through 579 inclusive) CV Point Number 577, Northing 772 26.0,ca"sting 89264.713 Point Number 578,Northing 77�549c92, astin 490 89.15\ Point Number 579, Northing 772561'.73 astin 49 ' 4,9-,. 9 Thence along the east line of the h ei�d cne a cc1‘ 1 1)Sout 0 °3 '22"East, 1342.58 feet to a point on said north line of said Sectick�i �Poitiit I4umter 8;Northi 7.71. �,9 0, Easting 491261.54) Thence along the north line of Irection 27 North 88° '47" Eas i3.3 .t9 feet to(Point Number 581, Northing 771225.17, Easting 4915 . 8) Thence leaving said line in straighj egments through thfa'k l vertices, (Points 582 through 631 &573 inclusive) �� '�,.�� Point Number 582, Northing 772567.63, asting1491 79 Point Number 583, Northing 772573.53, Eestin -49-'t909:4f- Point Number 584, Northing 771333.35, Easting 491920,69 Point Number 585,Northing 771291.04, Easting 491800,20 Point Number 586, Northing 771341.91, Easting 491677.84 Point Number 587, Northing 771102.33, Easting 491749.23 Point Number 588, Northing 770950.54,Easting 491802.25 Point Number 589, Northing 770847.16, Easting 491828.92 Point Number 590, Northing 770739.68, Easting 491834.56 Point Number 591, Northing 770582.14, Easting 491856.71 Point Number 592, Northing 770335,17, Easting 491693.64 Point Number 593, Northing 770318.76, Easting 491480.21 Point Number 594,Northing 770285.95, Easting 491343.49 Point Number 595, Northing 770139.90, Easting 491131.60 Point Number 596,Northing 770203.08, Easting 491077.35 Point Number 597,Northing 770363.89, Easting 491060.73 Point Number 598, Northing 770631.37, Easting 491052.73 Point Number 599, Northing 770613.42, Easting 491021.75 Point Number 600, Northing 770574.76, Easting 490954.99 Point Number 601, Northing 770554.64, Easting 490878.23 Offices strategically located to serve our clients 800.649.4336 Naplas/Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 wilsonmilier.com 0/10/20Q6.in°08 ver 0.TOSOORNE 1 cµa wausaao-•o €124 WlltanMllHr,lnc.—FL Lft'LC-0000170 160 6 WiIs mMiller" OR: 4Q89 PG: 358Q New Directions In Planning,Design&Engineering Point Number 602, Northing 770563.43, Easting 490785.97 Point Number 603, Northing 770594.18, Easting 490689.32 Point Number 604,Northing 770642.52, Easting 490632.21 Point Number 605,Northing 770800.67, Easting 490509.19 Point Number 606, Northing 770936.87, Easting 490408.15 Point Number 607,Northing 771024.73, Easting 490307.11 Point Number 608,Northing 771033.52, Easting 490258.77 Point Number 609, Northing 771046.70, Easting 490113.80 Point Number 610,Northing 771086.23, Easting 489995.17 Point Number 611,Northing 771125.77, Easting 489815.06 Point Number 612,Northing 771130.16, Easting 489705.22 Point Number 613, Northing 771147.75, Easting 489503.12 Point Number 614, Northing 771147.75, Easting 489362.54 Point Number 615,Northing 771135.54, Easting 489340.85 Point Number 616, Northing 771119.05, Easting 489311.52 Point Number 617, Northing 770910.86, Easting-489140.0 Point Number 618, Northing 770901,72, tics ,48,9'(4{., 8 r Point Number 619, Northing 770896.48,;, a�,ting48 135:6 IV ., Point Number 620,Northing 770894*-,Basting 489133.61 > Point Number 621,Northing 770815.98;"Easting 489060.69 Point Number 622,Northing 770,753.82 cjyasting"488917.2x1 Point Number 623, Northing 77076 /23, Eastirtg488903.80 Point Number 624, Northing 77076 ,-13 sti g 8890TR4 Point Number 625,Northing 7/076 .9 , E4ti g 4 8 5 . Point Number 626, Northing 7�0 8„Easii f48 &,511 Point Number 627,Northing 77 84 0;Easting4 8'�8't ., Point Number 628, Northing 77 89x(447, Easting 488628.5 k Point Number 629,Northing 771 2-1,\,10, Easting 488468.8 t; 0 Point Number 630, Northing 7710 : 7;'. asting 488450.25 (,) Point Number 631, Northing 77116 : 9; asting 488498,86 , ,S Point Number 573, Northing 771170.47>gassi`- 7488592: (t T OF BEGINNING) Containing 103.27 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East, Collier County, Florida being North 88°00'45”East. I 0d10/2005-155006 V°r,OMTOSSORNE n o033131 2 2,504W0--0 1606 WilssnMiller' OR: 4089 PG: 3581 New Directions In Planning.Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 3 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY:4/23/03- COU1 _ 2. NEGATIVE SCALE: 1:36000 /r( zr----- 2-', 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"-=500' j 5. SCALE NOT TO EXCEED 1"=59 1. .,1_,__ .\ - 6. THIS IMAGERY HAS NOT/BE N ORTHOGC ORI ECTE IN 0 E TO MEET MINIMUM TECHNICAL STANDARDS OR f NA:L�j� 'qF� \TANDARDS. 7. VERTICAL ELEVATION QHA G S\L1 C41U t f0 1 AI4 DISPLACEMENT. EVERY I EFFORT HAS BEEN MA,E,Tt MIINIMI2€ ' (S'EI FEC c3R pRITICAL FEATURES. 8. IN AREAS WHERE TALL .71-RtCTU�RES'0R TREE LEAN Tb/OBTRUCT FEATURES, EXPOSURE WERE MOSAIC ED IN AN EFFORT t.MINI IZE' HE EFFECT. I 9. THIS ' •U•T IS SIMILA 2,IN ACCURACY TO RE+, !F E RGEMENTS, EXCEPT "j lir - DIGITAL FORMAT. �.J BY C A1TE 8-08-05 L --•IILLE",P.S.M. LS#5627 . ,w9Q;,; ( REGISTERED ENGINEERS AND LAND SURVEYORS. 't A , 1a° „' ;THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL ;: 9ai J'rs ?la to `.ER. ;T " " .3,�Y + ,, RVEY OF SUBJECT LANDS. ,+ ..;,f,,,.- RIZATION#LB-43 ,¢ v .i, ti�� 'll 8/19/2005-1SS000 V91:MI-TOSBORNE °ANa 03312SO4040-•0 AA ,. IUn 1606 WilsibMiller® OR: 4089 PG: 3582 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL C) (EXHIBIT A) All that part of Section 33, Township 46 South, Range 28 East, Hendry County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida. Thence along the west line of said Section 33, North 00°28'34" East, 1817.05 feet,to the POINT OF BEGINNING; (Point Number 633,fNo/ iJ , / •5r24, Easting, 482778.16); Thence leaving said west line in stpigYt�li eg -.to 4tgugh the following vertices, (Points 633 through 637 inclusive) c0 Point Number 634, Northing, 63 I a ting,-4.8780.06 Point Number 635, Northing 76 44.68, §ti • 4827'6.07 Point Number 636, Northing 76:s•3,--M • lily zy Point Number 637, Northing 76:918.7 , Ea%in t , : 8>>• Thence South 15°01'15"W std?: 80..f t t. p• • th - t'Ine of said Section 33 (Point Number 638, Northing, 7638 `:7, Easting,482778. ) �' Thence along the west line of - ection 33 North 0 2: 3 st 59.98 feet to(Point Number 633, Northing,763952.84, Easti •,A; .778.16)(POINT9 << GINNING) Containing 0.01 acres more or less. —fE CIV-----7 Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45"East. Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105.239.649.4040•Fax 239.643.5716 wilsonmlller.com 6/lY1006156676 Vac.011-TOSBOHHE 1 Wta 00712404-010--0 ry4 WnsonMnbrinc.—FL Llc.I LC-C000170 16 0 6 Wi/sOnMiIIler° OR: 4089 PG: 3583 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSON MILLER DRAWING NUMBER 2H-99 SHEET 4 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A.7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 2. NEGATIVE SCALLE:1. DATE OF 1:36000PHY:4/231 �� C0�jlV 3. PIXEL DIAMETER:2.5' / -- 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED __�I"=50 0'.I 6. THIS IMAGERY HAS NOT BE N RTHMCORRECTED IN O pE TO MEET MINIMUM TECHNICAL STANDARL7S O ` (, IAI'PA--PC15R`�ATANDARDS. 7. VERTICAL ELEVATIONOHA GES IL C U�E OIII NT A` DISPLACEMENT. EVERY EFFORT HAS BEEN MA E)I( ML MI HIS E FEC FUR RITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES-OR TREES LEAN TO TRUCT FEATURES, EXPOSUR - ERE MOSAIC ED IN AN EFFORT' Q.MI IMIZEI, HE EFFECT. 9, THIS P''iDUCT IS SIMIL4 ,_ CCURACY TO RIF,EdaNLARGEMENTS, EXCEPT :s ' °' TAL F0,- Ef,/Sy BY '7%!,' *. `4 \�-- ATE 8-08-05 c '-'1".:.". 'PI'S ik;LS#5627 WILS$011.L '4„e ) •" RED ENGINEERS AND LAND SURVEYORS. NOT' A,lA,'!I ,.!4.! tt ` .(MATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVk(ti ` `) ,57i'f81,yr':, NOT BA o. ii. F L` , Y OF SUBJECT LANDS. CERTIFICA �',: ��«'I'IZATION#LB-43 REF 2H-99 0/23/2005.inne76 V.r 011-TOS$OPNE 2 O3 °331aSada-o CAO 1 6 0 6 I n %ller® OR: 4089 PG: 3584.. New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL D) (EXHIBIT A) All that part of Sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along the west line of said Section 33, South 00°28'34"East, 2199.96 feet, to the POINT OF BEGINNING (Point Numbesr 63, 496 ti' —763569.93, Easting, 482781.34); i )N ___IN' --- r r Thence leaving said west line in�strrj .'Yfne segments tf r6U the following vertices, (Points 640 through 980 inclusive) ' �._.. Point Number 640, Northing 76 54156,'Eastin 4297.66 i Point Number 641, Northing, 76Point Number 642, Northing, 7 3rflalfir<4§22Tr t82Point Number 643, Northing(704 „ tit 30LI Point Number 644, Northingi\76338438, Easting,483200. 3 ; Point Number 645, Northing,\63\377.06, Easting,48 =23. 6 Point Number 646, Northing, 78 0.88, Easting,4832G7,2 c� Point Number 647, Northing, 763M9;27, 483308; Point Number 648, Northing, 76333581;Easting,_48335�7,t). Point Number 649, Northing, 763332:63�lid-Sting;4W:878:03 Point Number 650, Northing, 763331.81, E sting;2 83399.84 Point Number 651, Northing, 763334.02, Easting,483414.14 Point Number 652, Northing, 763342.32, Easting,483437.06 Point Number 653, Northing, 763347.94, Easting,483449.18 Point Number 654, Northing, 763360.06, Easting,483461.31 Point Number 655, Northing, 763373.81, Easting,483471.01 Point Number 656, Northing, 763394.88, Easting,483483.15 Point Number 657, Northing, 763427.19, Easting,483496.87 Point Number 658, Northing, 763462.00, Easting,483513.06 Point Number 659, Northing, 763497.56, Easting, 483527.62 Point Number 660, Northing, 763538.81, Easting,483545.40 Point Number 661, Northing, 763643.81, Easting,483592.50 Point Number 662, Northing, 763716.37, Easting, 483621.69 Point Number 663, Northing, 763749.09, Easting,483633.86 Point Number 664, Northing, 763789.50, Easting,483648.90 Point Number 665, Northing, 763817.55, Easting,483659.62 Point Number 666, Northing, 763850.94, Easting,483672.38 Offices strategically located to serve our clients 800.649.4336 Naplesrorporate Office 3200 Bailey lane,Suite 20')•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 wllsonmiller.coin 7/56+2005-1544717 Ver.011-TOS8ORNE 1 C1443 03312-504-0/0.-0 0 WnsonM/0e.Inc —FL L/c./LC-C000170 160 6 _ Wil�nMiller� OR: 4089 PG: 3585 New Directions In Planning Design&Engineering Point Number 667, Northing, 763871.42, Easting,483679.96 Point Number 668, Northing, 763894.56, Easting, 483688.53 Point Number 669, Northing, 763947.12, Easting,483709.56 Point Number 670, Northing, 763979.50, Easting, 483719.26 Point Number 671, Northing, 764002.94, Easting,483728.16 Point Number 672, Northing, 764023.19, Easting,483732.19 Point Number 673, Northing, 764045.81, Easting,483737.06 Point Number 674, Northing, 764072.49, Easting,483737.85 Point Number 675, Northing, 764099.19, Easting,483743.53 Point Number 676, Northing, 764123.44, Easting,483754.03 Point Number 677, Northing, 764147.68, Easting,483763.75 Point Number 678, Northing, 764172.75, Easting, 483775.06 Point Number 679, Northing, 764192.19, Easting,483787.19 Point Number 680, Northing, 764219.69, Easting, 483795.28 Point Number 681, Northing, 764237.Q9 to 3 3796.22 Point Number 682, Northing, 7642:• 37,, 5.4 9s Point Number 683, Northing, 7.•.'k; 9;€asting, 48384066, Point Number 684, Northing, 7:•&7;544, Easting, 4838235.' Point Number 685, Northing, 7'64567 69;Easting,48373. .y , Point Number 686, Northing,�764596:`88;__�Epstingl,483 93.25 Point Number 687, Northing(76d4 33:,2-p;Fa`tiroz 3 3•V T Point Number 688, Northing, 76 6 4.0'(, a ting,48385 .O7 Point Number 689, Northing ,7 ., 0,„^Ea tiri9.48387,0& /-4 Point Number 690, Northing 764669.56, Easting,4838828 Point Number 691, Northing,\' 6 ,47.31, Easting,48G11. 2/ Point Number 692, Northing, 764 B4.86, Easting,4833 pj26"-Q Point Number 693, Northing, 78' 794,17 ,794,17 , Easting,483933: Point Number 694, Northing, 764 2,�68f Easting,_4839A�9,`3 Point Number 695, Northing, 764884:7-51 Glib ,,�} 960:63 Point Number 696, Northing, 764917.94, Easting,43973.56 Point Number 697, Northing, 764951.06, Easting,483982.47 Point Number 698, Northing, 765013.01, Easting,484000.94 Point Number 699, Northing, 765051.32, Easting,484012.37 Point Number 700, Northing, 765126.04, Easting,484034.19 Point Number 701, Northing, 765169.18, Easting,484048.74 Point Number 702, Northing, 765202.57, Easting,484060.09 Point Number 703, Northing, 765255.13, Easting,484078.68 Point Number 704, Northing, 765289.06, Easting,484090.03 Point Number 705, Northing, 765355.37, Easting,484111.03 Point Number 706, Northing, 765428.13, Easting,484130.43 Point Number 707, Northing, 765465.35, Easting,484136.13 Point Number 708, Northing, 765496.87, Easting,484140.96 Point Number 709, Northing, 765548.63, Easting,484145.81 '! Point Number 710, Northing, 765593.13, Easting, 484155.50 Point Number 711, Northing, 765626.25, Easting,484163.59 Point Number 712, Northing, 765671.56, Easting,484174.91 7120+1005.155675 V.011-TOSBORNE 2 rasa OW12504-040•.0 0 160 6 WilspnMiller' OR: 4089 PG: 3586 New Directions In Planning,Design&Engineering Point Number 713, Northing, 765695.00, Easting,484180.59 Point Number 714, Northing, 765735.44, Easting,484198.37 Point Number 715, Northing, 765783.12, Easting,484225.88 Point Number 716, Northing, 765816.31, Fasting,484247.69 Point Number 717, Northing, 765862.38, Easting,484273.56 Point Number 718, Northing, 765904.43, Easting,484303.50 Point Number 719, Northing, 765946.50, Easting,484334.22 Point Number 720, Northing, 765972.37, Easting, 484356.06 Point Number 721, Northing,766003.06, Easting,484373.84 Point Number 722, Northing,766019.25, Easting,484384.34 Point Number 723, Northing, 766051.63, Easting,484398.09 Point Number 724, Northing,766088.00, Easting,484401.35 Point Number 725, Northing, 766121.93, Easting,484400.53 Point Number 726, Northing, 766159.12, Easting,484403.75 Point Number 727, Northing, 766180.1• •, •., •14.28 Point Number 728, Northing, 7661p ••f E na"N' • : . -•:63 Point Number 729, Northing,769 t;L9)`' -, Easting,4: •► Point Number 730, Northing,766' .44, Easting, 484500. • Point Number 731, Northing,166, 9,19 Easting • :• •2.0 Point Number 732, Northing X76 a 52i.`4,'Eastin•,484'78.44 Point Number 733, Northin ,776 42.70,, .'.7.1i...: . • Point Number 734, Northi ,7. 2:Z.Q•, a tir Point Number 735, Northin ,(76:2:• ., ti t:•66: : H Point Number 736, Northing .290 13, a1=stin�� 699 7 2 ' 9 J Point Number 737, Northing, x,616'95.81, Easting,48.•'�•5.:2 Point Number 738, Northing,?:.:,'2.57, Easting,48,1E : 8�Q Point Number 739, Northing,74.§8 1aEasting,484823.; 3 Point Number 740, Northing,766 '7 t9 Eastiog_4.8 &2 Point Number 741, Northing, 766273.:9�darth ,'4$ .63 Point Number 742, Northing,766270.75, astingT4E14907.54 Point Number 743, Northing,766267.50, Easting,484955.25 Point Number 744, Northing,766272.37, Easting,484981.12 Point Number 745, Northing,766275.56, Easting,485000.53 Point Number 746, Northing,766279.62, Easting,485026.41 Point Number 747, Northing,766288.50,Easting,485053.91 Point Number 748, Northing,766303.06,Easting,485080.60 Point Number 749, Northing,766316.01, Easting,485116.97 Point Number 750, Northing, 766323.32, Easting,485142.03 Point Number 751, Northing,766339A3, Easting,485177.62 Point Number 752, Northing,766347.56, Easting,485203.50 Point Number 753, Northing, 766353.19, Easting,485238.25 Point Number 754, Northing, 766352.38, Easting,485272.22 Point Number 755, Northing, 766352.38, Easting,485308.63 Point Number 756, Northing, 766345.94, Easting,485343.37 Point Number 757, Northing, 766341.20, Easting,485379.72 Point Number 758, Northing, 766340.25, Easting,485387.05 7/282005.155070 yen,011.TOSBORNECAMS 3 0331 07712-SO/d0--0 160 6 WilsonMiller® OR: 4089 PG: 3587 New Directions In Planning,Design&Engineering Point Number 759, Northing, 766337.07, Easting,485429.91 Point Number 760, Northing, 766333.00, Easting, 485482.47 Point Number 761, Northing, 766329.75, Easting,485526.94 Point Number 762, Northing, 766333.00, Easting, 485557.66 Point Number 763, Northing, 766334.62, Easting, 485619.12 Point Number 764, Northing, 766337.07, Easting, 485659.56 Point Number 765, Northing, 766342.69, Easting,485704.85 Point Number 766, Northing, 766345.94, Easting,485747.68 Point Number 767, Northing, 766350.81, Easting, 485782.47 Point Number 768, Northing, 766352.38, Easting,485835.03 Point Number 769, Northing, 766355.62, Easting,485886.78 Point Number 770, Northing, 766360.50, Easting, 485930.44 Point Number 771, Northing, 766358.88, Easting,485996.75 Point Number 772, Northing, 766364.50, Easting,486103.50 Point Number 773, Northing, 766368.52, n 6225.59 Point Number 774, Northing, 76637'Y8i in ; $6801j}44 Point Number 775, Northing, 76 p tt;fasting,486'359e ),,,, Point Number 776, Northing, 76677 49, Easting,486420.46 Point Number 777, Northing,/66378-r25-Easting,4.86498.9 Point Number 778, Northing/76 X383':94;Epstins,48604.85 Point Number 779, Northing, 76638 9;Ea�s�tirg, � °s'• r Point Number 780, Northing, 76��3 9.1 , Eating,4•• 04. Point Number 781, Northing,? 2�8Z t,, . 9,4 6490,3h_ Point Number 782, Northing76626 .43, Ming,486474.`26 ' Point Number 783, Northing, 43.12, Easting,486483. 2 , i Point Number 784, Northing, 769.31, Easting,485160A ' Point Number 785, Northing, 7 6��1 OkEasting,48640 1Ns Point Number 786, Northing, 7661' 6,, Easting,_4863j 6• Point Number 787, Northing, 766157.39,=Ging;4->654.99 Point Number 788, Northing, 766140.21, Easting;4ff6327.15 Point Number 789, Northing, 766124.88, Easting,486298.24 Point Number 790, Northing, 766111.48, Easting,486268.39 Point Number 791, Northing, 766100.06, Easting,486237.73 Point Number 792, Northing, 766090.67, Easting,486206.39 Point Number 793, Northing,766084.00, Fasting,486177.34 Point Number 794, Northing, 766019.41, Easting,486254.52 Point Number 795, Northing, 765885.67, Easting,486278.62 Point Number 796, Northing, 765711.72, Easting,486264.98 Point Number 797, Northing, 765517.27, Easting,486231.85 Point Number 798, Northing, 764995.12, Easting,486207.89 Point Number 799, Northing, 764990.70, Easting,486208.05 Point Number 800, Northing, 764956.65, Easting,486209.35 Point Number 801, Northing, 764944.88, Easting, 486209.92 Point Number 802, Northing, 764933.68, Easting, 486210.45 Point Number 803, Northing, 764927.63, Easting, 486359.38 Point Number 804, Northing, 764928.04, Easting,486360.61 7t2612005'15567e Ver.Cal•TOSBORNE 4 03312so4-040..0 1606 WilsonMiller' OR: 4089 PG: 3588 New Oirections In Planning,Design&Engineering Point Number 805, Northing, 764931.77, Easting, 486371.77 Point Number 806, Northing, 764927.83, Easting,486382.25 Point Number 807, Northing, 764926.51, Easting,486386.88 Point Number 808, Northing, 764924.00, Easting, 486448.75 Point Number 809, Northing, 764927.78, Easting, 486463.27 Point Number 810, Northing, 764926.53, Easting, 486483.11 Point Number 811, Northing, 764922.43, Easting,486487.20 Point Number 812, Northing, 764920.77, Easting,486528.12 Point Number 813, Northing, 764925.21, Easting,486535.51 Point Number 814, Northing, 764923.90, Easting, 486544.68 Point Number 815, Northing, 764919.90, Easting,486549.47 Point Number 816, Northing, 764901.07, Easting, 487012.71 Point Number 817, Northing, 764897.43, Easting,487102.29 Point Number 818, Northing, 764897.71, Easting, 487102.68 Point Number 819, Northing, 764897.25,.��a, t{n;;`�8�74 6.83 Point Number 820, Northing, 764894'4\ ,48�i :8 Point Number 821, Northing, 76493731;tasting,487'1• Point Number 822, Northing, 764900:27, Easting,487193'`1.' Point Number 823, Northing,,76506�T4 Easting,487217.75 Point Number 824, Northing/76 083.19, meting,487224.13 Point Number 825, Northing', 761' f ti g;4 ' Point Number 826, Northin , 76; 143.43, ti gl 4,�',� 4 . Point Number 827, Northin ,r7` 1,7_2:726 4t t 7264 8 E—, Point Number 828, Northin 776 19.96, tin, 8-7282`26 r + Point Number 829, Northing,\7E, 14.48, Easting,481 . 2.41 Point Number 830, Northing, 754;2256.01, Easting, 487�221� Point Number 831, Northing, 7652 fi;8i,, Easting,487331., 5 Point Number 832, Northing, 7652066 Easting,_487343'8 Point Number 833, Northing, 765173.25,_11 ting,' 3.62 51 Point Number 834, Northing, 765142.75,Eating;487376.91 Point Number 835, Northing, 765089.38, Easting,487402.31 Point Number 836, Northing, 765044.50, Easting,487425.19 Point Number 837, Northing, 765004.68, Easting,487441.28 Point Number 838, Northing, 764977.56, Easting,487455.68 Point Number 839, Northing, 764912.31, Easting,487485.35 Point Number 840, Northing, 764881.28, Easting,487499.73 Point Number 841, Northing, 764864.09, Easting,487507.70 ! Point Number 842, Northing, 764862.79, Easting,487508.29 Point Number 843, Northing, 764842.88, Easting,487517.53 Point Number 844, Northing, 764831.92, Easting, 487522.14 Point Number 845, Northing, 764794.56, Easting, 487537.87 Point Number 846, Northing, 764766.63, Easting,487543.78 Point Number 847, Northing, 764739.31, Easting, 487545.19 Point Number 848, Northing, 764737.69, Easting,487545.28 Point Number 849, Northing, 764733.56, Easting,487545.50 Point Number 850, Northing, 764711.51, Easting, 487542.74 7R6 155070 Ver 011-TOSBOHNE 5 tesz 03012SO4-040-.0 ._, 160 6 lsonMille a OR: 4089 PG: 3589 New Directions In Planning,Design&Engineering Point Number 851, Northing, 764688.97, Easting,487539.92 Point Number 852, Northing, 764671.23, Easting,487537.47 Point Number 853, Northing, 764637.88, Easting,487532.78 Point Number 854, Northing, 764623.86, Easting, 487529.13 Point Number 855, Northing,764623.48, Easting,487529.03 Point Number 856, Northing, 764598.87, Easting,487522.62 Point Number 857, Northing, 764556.03, Easting,487508.33 Point Number 858, Northing, 764550.62, Easting, 487506.53 Point Number 859, Northing, 764511.62, Easting, 487498.06 Point Number 860, Northing, 764473.50, Easting,487482.81 Point Number 861, Northing, 764444.69, Easting,487470.93 Point Number 862, Northing, 764415.06, Easting,487452.32 Point Number 863, Northing, 764364.24, Easting,487421.81 Point Number 864, Northing, 764300.68, Easting,487376.91 Point Number 865, Northing, 764250.69. aA�n , T • 33.04 Point Number 866, Northing, 76426'QaLbStihd-,,:.,c t,5:.9,1\ Point Number 867, Northing, 76418 '1;;tasting,48729,1 Point Number 868, Northing, 701-77.12, Easting,487287 b� Point Number 869, Northing,764170143;Easting,_48� 81.8 Point Number 870, Northing��76,068.01, Easting,487279.94 Point Number 871, Northing, 76 , c' ti,01 Point Number 872, Northing, 76 1t2§, Ea tirrggtr 4$7 g Point Number 873, Northing, 7 501K__�t t t 487210 Point Number 874, Northing 7_fi 038.00, Easting,48-7176. 7 Point Number 875, Northing,\763, 79.63, Easting,48. 133.•9. Point Number 876, Northing,g 683 19, Easting,487f1,8,8 �, Point Number 877, Northing, 76411-\18, Easting, 48709,4: 1 � Point Number 878, Northing, 763 �"� 7; asting,_4870: 8. . ' Point Number 879, Northing, 763803.43,91aVing 487005:60 Point Number 880, Northing, 763774.09, Easting-486980.71 Point Number 881, Northing, 763749.19, Easting,486960.09 Point Number 882, Northing, 763704.31, Easting, 486927.90 Point Number 883, Northing, 763650.94, Easting,486887.25 Point Number 884, Northing, 763630.18, Easting,486871.15 Point Number 885, Northing, 763609.43, Easting,486855.06 Point Number 886, Northing, 763578.07, Easting,486827.97 Point Number 887, Northing, 763539.94, Easting,486800.00 Point Number 888, Northing, 763484.06, Easting,486759.34 Point Number 889, Northing, 763450.99, Easting, 486735.63 Point Number 890, Northing, 763412.87, Easting, 486714.43 Point Number 891, Northing, 763380.69, Easting, 486697.51 Point Number 892, Northing, 763357.00, Easting,486683.94 Point Number 893, Northing, 763353.07, Easting,486682.42 Point Number 894, Northing, 763334.87, Easting, 486675.41 Point Number 895, Northing, 763318.88, Easting,486669.87 Point Number 896, Northing, 763304.69, Easting,486666.47 7/2&2005155970 Ver.011.TOS8ORNE 6 03712-50/410..0 160 6 Wils 'nMillere OR: 4089 PG: 3590 _ New Directions In Planning,Design&Engineering Point Number 897, Northing, 763287.56, Easting,486665.41 Point Number 898, Northing, 763268.87, Easting,486664.47 Point Number 899, Northing, 763253.63, Easting,486666.16 Point Number 900, Northing, 763233.31, Easting, 486670.38 Point Number 901, Northing, 763211.25, Easting, 486673.78 Point Number 902, Northing, 763190.06, Easting,486679.69 Point Number 903, Northing, 763160.44, Easting,486689.03 Point Number 904, Northing, 763119.75, Easting, 486701.72 Point Number 905, Northing, 763085.87, Easting, 486712.74 Point Number 906, Northing, 763046.07, Easting,486723.76 Point Number 907, Northing, 763013.87, Easting,486731.38 Point Number 908, Northing, 762976.63, Easting,486732.21 Point Number 909, Northing, 762932.56, Easting,486733.06 Point Number 910, Northing, 762902.07, Easting,486733.90 Point Number 911, Northing, 762880.0s9,East n-;;`� 6731.38 4,8 Point Number 912, Northing, 7628 '69i �a'atind;$86 ?,$:855 Point Number 913, Northing, 762282,0? 5;Easting,486726301 Point Number 914, Northing, 762790:25, Easting,48672885 Point Number 915, Northing,76276569;Easting,48732.2 Point Number 916, Northing/762733'. 1;`Eastin ,486 36.47 Point Number 917, Northings 76 70, . a ti 7€678:01 Point Number 918, Northin ', 762605 8, Ea ting 8 6.742r4� -� Point Number 919, Northing 163Q„li,„Ea ti ,4.8675' 7 Point Number 920, Northing,7 5829,Easting,486759. Point Number 921, Northing,\2 31.00, Easting,486762. 2 / Point Number 922, Northing, 762�,, .81, Easting, 486767 8, UO Point Number 923, Northing, 76245,,4 8�2, Easting,486774:ia Point Number 924, Northing, 7624,62,Easting,,486-74,5,`6 Point Number 925, Northing, 762412:04a/41m48 29:'12 Point Number 926, Northing, 762386.82, Ea`sting;-4& 708.38 Point Number 927, Northing, 762363.02, Easting,486685.94 Point Number 928, Northing, 762350.74, Easting,486673.41 Point Number 929, Northing, 762330.89, Easting,486651.93 Point Number 930, Northing, 762310.22, Easting,486626.57 Point Number 931, Northing, 762291.25, Easting,486599.91 Point Number 932, Northing, 762282.36, Easting,486586.00 Point Number 933, Northing, 762185.52, Easting,486491.47 Point Number 934, Northing, 762157.77, Easting, 486462.09 Point Number 935, Northing, 762137.10, Easting, 486436.73 Point Number 936, Northing, 762118.13, Easting, 486410.07 Point Number 937, Northing, 762100.95, Easting,486382.23 Point Number 938, Northing, 762095.51, Easting, 486372.48 Point Number 939, Northing, 762057.77, Easting, 486303.05 Point Number 940, Northing, 762047.88, Easting,486283.88 Point Number 941, Northing, 762034.47, Easting,486254.04 Point Number 942, Northing, 762023.05, Easting,486223.38 72&2005-15579 Ver 011•TO58ORNE 07412-601-040••0 1606 WilsOnMillerOR: 4089 PG: 3591 New Directions In Planning,Design&Engineering Point Number 943, Northing, 762018.68, Easting, 486209.68 Point Number 944, Northing, 762000.62, Easting,486150.30 Point Number 945, Northing, 761995.61, Easting,486132.65 Point Number 946, Northing, 761988.29, Easting,486100.76 Point Number 947, Northing, 761983.07, Easting,486068.46 Point Number 948, Northing, 761979.97, Easting,486035.89 Point Number 949, Northing, 761979.01, Easting,486003.19 Point Number 950, Northing, 761980.20, Easting,485970.49 Point Number 951, Northing, 761983.51, Easting,485937.94 Point Number 952, Northing, 761988.96, Easting, 485905.63 Point Number 953, Northing, 761991.98, Easting,485891.75 Point Number 954, Northing, 761996.96, Easting,485870.32 Point Number 955, Northing, 761746.30, Easting,485863.97 Point Number 956, Northing, 761721.69, Easting,485759.35 Point Number 957, Northing, 761702.0Q,-Ea-tjn 5653.82 Point Number 958, Northing, 761706,p2i a ngAg6,5 ;9,85 Point Number 959, Northing, 76 74?138`Easting,483. 5/r Point Number 960, Northing, 761'. 7,5'02, Easting,4851234 Point Number 961, Northing, 761737:28;Easting,44966.9 Point Number 962, Northing/76 4644 16-,'E,a inq,4847\75.59 Point Number 963, Northing, 76 6 3>i♦,� a i ,4! :p 7 Point Number 964, Northing, 7 15 9.69'', Ea ti , 451° .8 Point Number 965, Northin 4363 Point Number 966, Northing;76'439-.44, EastmgT4 237 2 Point Number 967, Northing, `6'1313.91, Easting, 41341.35. 1 Point Number 968, Northing, 3.60, Easting,4t34658189�O Point Number 969, Northing, 76606 ) 0, Easting,48400 . 3 Point Number 970, Northing, 760 4,751,.Easting,483;�3__,.2 Point Number 971, Northing, 760707:56i4ting;40834'60 Point Number 972, Northing, 760599.26,tasting;483-708.75 Point Number 973, Northing, 760435.98, Easting,483496.14 Point Number 974, Northing, 760344.09, Easting,483362.19 Point Number 975, Northing, 760363.78, Easting,483204.56 Point Number 976, Northing, 760415.47, Easting,483110.20 Point Number 977, Northing, 760441.73, Easting,483006.41 Point Number 978, Northing, 760413.83, Easting,482901.39 Point Number 979, Northing, 760326.86, Easting,482858.62 Point Number 980, Northing, 760215.27, Easting,482855.54 7/26/005.155670 Vtt.Os-TO5BORNE 8 cuu 8 03912-501-610--0 0 1 3 160 6 OR: 4089 PG: 3592 New Directions In Planning,Design&Engineering Thence South 54°23'47"West 56.65 feet to a point on the west line of said Section 33 (Point Number 981, Northing, 760182.29, Easting,482809.4891); Thence along said west line North 00°28'34"West 3387.76 feet to the POINT OF BEGINNING (Point Number 639, Northing, 763569.93, Easting, 482781.34) Containing 371.28 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45"East. WR C00 cp o Up o: rrE cIR� 726'2005-155070 ver,Ott.TOSOORNE 9 6W7 9 00312.804-040.•0 160 6 Wil Yn filler' OR: 4089 PG: 3593 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 5 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONSFROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: LOU--N. 1. DATE OF PHOTOGRAPHY:4/ 10' . 7 i?, 2. NEGATIVE SCALE: 1:36000 /(,.1 3, PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 1._ 5. SCALE NOT TO EXCEED 1"= 00'. 6. THIS IMAGERY HAS NOT BEEN—OM-1f:\Z EpT I� , ERITO MEET MINIMUM TECHNICAL STANDARDS OR NATI +NAL .FF�jCCU AO_ S ANPARDS. 7. VERTICAL ELEVATION dH QIa W LOUSE I1ORIZ *J DISPLACEMENT.EVERY EFFORT HAS BEEN MADE- MINIMIZE`THIS F EC- �II�bR1G TICAL FEATURES. 8. IN AREAS WHERE TALL,'RUCTURES OR TREEScLEAN T,��S•ODSTRUCT FEATURES, EXPOSUR WERE MOSXII D IN AN EFFORT Tt .'11AI V)NIIZ THE EFFECT. 9. THI P:4DU T IS SIMILAF .I 1 A CURACY TO RECTI �BNLARGEMENTS, EXCEPT �O ' t A DIGITAL F0111 A y r DATE 8-08-05 ..-•.E- MILL R, P.S.M. LS#5627 WI1�S ILst: R;INN..REGISTERED ENGINEERS AND LAND SURVEYORS. 16,VVIT*Iit1T;THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL 'SURV1QRARDV4RPER: NOT 6A8EbONY,I)LL''SURVEY OF SUBJECT LANDS. CERTIFIC, ,grAUTHORIZATION#LB-43 REF 2H-;�9;�?a'-,',,',,;' T/202005-155079 Ver.0II-TO580RNE G10 W7 03312S0i040-0 , _ .._ , ,.._ 1606 WiI$nMiIIer® New Directions In Planning,Design&Englneenng OR: 4089 PG: 3594 DESCRIPTION OF PART OF 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL E) (EXHIBIT A) All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along said east line of said Section 33, South 00°27'07"East, 220.66 feet,to(Point Number 984, Northing, 765658.70, Eas in:„ '112. 7a POINT OF BEGINNING; Thence continue along said east lir} oi�sa 'ai., 0 •uth 00°27'07"East, 3573.53 feet to a point(Point Number 992, Northhii 6M08-6729,/ Eastin.,4,19I'.97) , Thence leaving said east line(n s�ai t=titre~ a throu•h t - following m r vertices, (Points , (- 993 through 1126&984 incl sive) ,--tPoint Number 993, Northin ,7; 0:2. a ti • •t•: Point Number 994, Northin ,(7:=0:1 ; t' • 11380464 f-., Point Number 995, Northing It'0: .76, asting, 01O Point Number 996, Northing, 186.07, Easting,48.g 8. 9 Point Number 997, Northing, 8.16, Easting,48 4 1 -Q Point Number 998, Northing, 7067 . 2, Easting,4878'2' Point Number 999, Northing, 762 A ting,487,8§ft Point Number 1000, Northing, 76206 . /,jq sti 087a 74 Point Number 1001, Northing, 762066.81, sttng;4 7787.03 Point Number 1002, Northing, 762067.99, Easting, 487754.34 Point Number 1003, Northing, 762071.31, Easting,487721.79 Point Number 1004, Northing, 762076.75, Easting, 487689.52 Point Number 1005, Northing, 762083.46, Easting, 487660.74 Point Number 1006, Northing, 762114.64, Easting, 487543.00 Point Number 1007, Northing, 762125.06, Easting, 487508.67 Point Number 1008, Northing, 762136.69, Easting, 487478.09 Point Number 1009, Northing, 762150.30, Easting, 487448.33 Point Number 1010,Northing, 762165.82, Easting, 487419.53 Point Number 1011, Northing, 762170.43, Easting, 487411.76 Point Number 1012, Northing, 762199.97, Easting, 487363.05 Point Number 1013, Northing, 762212.73, Easting, 487343.09 Point Number 1014, Northing, 762222.44, Easting,487329.17 Point Number 1015, Northing, 762230.71, Easting, 487311.72 Point Number 1016, Northing, 762246.23, Easting,487282.92 Point Number 1017, Northing, 762263.60, Easting,487255.19 Offices strategically located to serve our clients 800.649.4336 Naples Corporate Office 3200 Bailey Lane,Suite 200•Naples,Ronda 34105•239.649.4040• Fax 239.643.5716 — wllsonmiller.corn 0/23/2005-135631 V•:Oti.roS8ORNE 1 03312404040—0 WN -spn14111•LIn —FL Lk.,LC-C000170 O� 1606 Wil ~nMiller' OR: 4089 PG: 3595 New Directions In Planning,Design&Engineering Point Number 1018, Northing, 762275.50, Easting, 487238.28 Point Number 1019, Northing, 762325.55, Easting, 487170.18 Point Number 1020, Northing, 762332.80, Easting, 487160.56 Point Number 1021, Northing, 762353.64, Easting,487135.34 Point Number 1022, Northing, 762376.08, Easting, 487111.54 Point Number 1023, Northing, 762377.68, Easting, 487109.96 Point Number 1024, Northing, 762456.44, Easting, 487032.42 Point Number 1025, Northing, 762478.81, Easting, 487011.71 Point Number 1026, Northing, 762504.17, Easting, 486991.04 Point Number 1027, Northing, 762530.83, Easting,486972.08 Point Number 1028, Northing, 762539.14, Easting, 486966.68 Point Number 1029, Northing, 762569.49, Easting, 486947.40 Point Number 1030, Northing, 762585.83, Easting, 486937.55 Point Number 1031, Northing, 762583.73, Easting,486935.57 Point Number 1032, Northing, 762561.451- a*tiligA86.911.61 Point Number 1033, Northing, 76254.3't stg $§8$9.17 Point Number 1034, Northing, 7 56.45 Easting,486003\ Point Number 1035, Northing,76 p .21, Easting, 48683 41\ Point Number 1036, Northings 7624 3.25,—Easting,-486809.7\,5 Point Number 1037, Northing, 7624 '':6 ;; asti�g,48791.3` Point Number 1038, Northing, 74246766,9; stir3j�� Point Number 1039, Northi g, 7; 246 9.19, E stj 8,11486 6 Point Number 1040, Northi 9,4 9�5�, t0 ,f1f�4 867 . 2 E.- Point Number 1041, Northin 2506344; asting,`4867 '2 Point Number 1042, Northin \-7514.93, Easting, 46783.90 Point Number 1043, Northing�7� 70.00, Easting, 4 67,79.660 Point Number 1044, Northing, �' 6 0 12, Easting, 4867650 Point Number 1045, Northing, 762 7)7; zEasting,_486 3 5' Point Number 1046, Northing, 762699:38,IM4F,tiegl'te6758".93 Point Number 1047, Northing, 762702.88,4Easting;486758.19 Point Number 1048, Northing, 762705.63, Easting, 486757.59 Point Number 1049, Northing, 762717.38, Easting, 486755.10 Point Number 1050, Northing, 762744.32, Easting, 486753.06 Point Number 1051, Northing, 762773.32, Easting, 486750.87 Point Number 1052, Northing, 762797.00, Easting, 486748.03 Point Number 1053, Northing, 762815.62, Easting, 486745.78 Point Number 1054, Northing, 762863.07, Easting, 486745.78 Point Number 1055, Northing, 762902.07, Easting, 486750.03 Point Number 1056, Northing, 762952.07, Easting, 486750.03 Point Number 1057, Northing, 762988.44, Easting, 486748.32 Point Number 1058, Northing, 763024.87, Easting, 486746.63 Point Number 1059, Northing, 763058.88, Easting, 486740.31 Point Number 1060, Northing, 763107.06, Easting, 486730.54 Point Number 1061, Northing, 763185.88, Easting, 486698.34 Point Number 1062, Northing, 763258.68, Easting, 486685.90 Point Number 1063, Northing, 763291.49, Easting,486685.37 8/132005-155081 Von 011-TOSBORNE 2 01312-$01-040-•0 C 1606 �l!l ,,itMilter' OR: 4089 PG: 3596 New Directions In Planning,Design&Engineering ; 3 3 i Point Number 1064, Northing, 763320.69, Easting, 486690.91 I Point Number 1065, Northing, 763346.68, Easting, 486700.62 Point Number 1066, Northing, 763355.81, Easting, 486705.50 Point Number 1067, Northing, 763384.56, Easting, 486720.87 , Point Number 1068, Northing, 763429.81, Easting,486744.94 Point Number 1069, Northing, 763464.56, Easting, 486767.81 i Point Number 1070, Northing, 763524.69, Easting, 486816.09 Point Number 1071, Northing, 763594.19, Easting, 486871.16 Point Number 1072, Northing, 763646.68, Easting, 486916.06 Point Number 1073, Northing, 763706.00, Easting,486955.03 i Point Number 1074, Northing, 763779.68, Easting,487013.47 Point Number 1075, Northing, 763824.53, Easting,487048.88 Point Number 1076, Northing, 763876.25, Easting, 487089.72 Point Number 1077, Northing, 763975.37, Easting, 487158.35 I Point Number 1078, Northing, 764072.82;Eastirg-7487234.60 Point Number 1079, Northing, 7641387 ;;ting 4$J 79`46 Point Number 1080, Northing, 764,1.7 . 0; Fasting, 487 Q7:44, Point Number 1081, Northing, 764.1 59, Easting, 4873 5;36 Point Number 1082, Northingj76422:75;Ea�eting,_4)87347.'25 Point Number 1083, Northing,764276.- 25 <,Ea�ticg, 48 381.1 Point Number 1084, North; g, 76432 75; asti 9, 4� 1 . ��3 I Point Number 1085, North; g, 764 82. 0,[iE sti , _87 3:45 - Point Number 1086, North; 9,71 , ,tE stf ,�f 87487. 4 i>- Point Number 1087, Northin 788.75;'asting, _ 75b�:91/ Point Number 1088, Northin ;74 512.50, Easting, 46p�51 .19- Point Number 1089, Northing�`7G5.83.63, Easting, 473 .78/ Point Number 1090, Northing, f4 3,81, Easting, 487 , ) Point Number 1091, Northing, 7646,9 ' „E sting,_487 f@7 Point Number 1092, Northing, 7647421 :1Ef sti rg 7 .12 Point Number 1093, Northing, 764772.56, Easting;487559.03 Point Number 1094, Northing, 764831.88, Easting, 487543.78 Point Number 1095, Northing, 764852.88, Easting, 487533.76 Point Number 1096, Northing, 764869.13, Easting,487526.00 Point Number 1097, Northing, 764880.45, Easting, 487520.22 Point Number 1098, Northing, 764908.94, Easting, 487505.66 Point Number 1099, Northing, 764947.94, Easting, 487492.13 Point Number 1100, Northing, 764987.76, Easting, 487468.41 Point Number 1101, Northing, 765036.88, Easting, 487444.68 Point Number 1102, Northing, 765091.94, Easting, 487420.97 Point Number 1103, Northing, 765135.12, Easting, 487399.78 Point Number 1104, Northing, 765169.00, Easting, 487379.43 ! Point Number 1105, Northing, 765207.13, Easting, 487362.51 Point Number 1106, Northing, 765246.94, Easting, 487341.31 Point Number 1107, Northing, 765269.86, Easting, 487332.61 Point Number 1108, Northing, 765452.42, Easting, 487465.12 Point Number 1109, Northing, 765464.43, Easting, 487474.12 871922005 155681 Vo,-011.70080100E 3 03312s01-040-•o s 16136 - WilepnMiller° OR: 4089 PG: 3597 New Directions In Planning,Design&Engineering Point Number 1110, Northing, 765489.65, Easting, 487494.96 Point Number 1111, Northing, 765513.46, Easting, 487517.41 Point Number 1112, Northing, 765535.74, Easting, 487541.36 Point Number 1113, Northing, 765536.57, Easting, 487542.38 Point Number 1114, Northing, 765565.92, Easting, 487545.05 Point Number 1115, Northing, 765583.04, Easting, 487557.89 Point Number 1116, Northing, 765583.04, Easting, 487598.55 Point Number 1117, Northing, 765583.08, Easting,487605.86 Point Number 1118, Northing,765592.56, Easting, 487621.23 Point Number 1119, Northing, 765607.89, Easting, 487650.14 Point Number 1120, Northing, 765621.29, Easting, 487679.98 Point Number 1121, Northing, 765632.71, Easting, 487710.64 Point Number 1122, Northing, 765642.10, Easting, 487741.98 Point Number 1123, Northing, 765649.42, Easting,487773.87 Point Number 1124, Northing, 765654.6.4; �g-t 87806.17 Point Number 1125, Northing, 76565 K4 ting 47y38,74 Point Number 1126, Northing, 765: 70",'-Easting,486 5\ Point Number 984, Northing,75565 . 0, Easting, 488076 8 P*INT OF BEGINNING '14 Containing 76.08 acres mor or I ss.— \ •—f Subject to easements of recrord I Bearings are based on the ort lige o S cttjon -8 • s Ip 46 South, Range 28 East, Collier County, Florida being North 8 d 0' 5y a1 t( h+ 41:7cits ',Ftp CIV-C" ) 8/232WS 155981 Ve:011-TOSSORNE 4 c.V? 0332SO4-014.0 0 160 6 WilsOnMillere OR: 4089 PG: 3598 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 6 OF SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY:4/23/0 2. NEGATIVE SCALE: 1:36000 8 -/V 3. PIXEL DIAMETER:2.5' 60 �� 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED =50 ' 6. THIS IMAGERY HAS NOT BE N ORTRD, R-ECT 0 IN 0 E TO MEET MINIMUM TECHNICAL STANDARD'. O E �� ' -ia - T ARDS. , � _. 7. VERTICAL ELEVATION •H• rG S L C•US , •-I • A DI PLACEMENT.EVERY EFFORT HAS BEEN M' i 0 141. 1 I i'S EnFEC'IFoR p.3 ICAL FEATURES. 8. IN AREAS WHERE TALL 0 R :RI -E L i' Ol/Q TRUCT FEATURES, EXPOSURES a RE MO' l,D ED IN AN EFFORT MI 1 (Z tHE EFFECT. 9. THI -ROD d C IS SIMI 4-. CCURACY TO R ( F�'E EIViARGEMENTS,EXCEPT *VI..? . DIGITAL F•' M �C l ai ,,, B `ir .i Y ,•1 I E �� E 8-08-05 1 :S.M.LS#5627 ,: � ILL r , {ZEGISTERED ENGINEERS AND LAND SURVEYORS. ^ �tOT t[ Wt, ..4 .T THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL '.SU> . .0. ii MAPPER; ;I+ T 8 Ea1'..1 F�U�,�"SURVEY OF SUBJECT LANDS. �t it i',E;Or AUTHORIZATION#LB-43 NIYt00b.166601 VerCII-5058004E 5 wa 03312404040-.0 . 16fl6 o i o .. a r d a 9 OR: 4089 PG: 3599i. i. lam r PrP n j a2 on ,p•pp{S 32cA1.I 3 .2IIIaa 4.11.21 Co* il co 17 9';01 filliS v u, A 1 .1 1140-9, O � c. 411011` ,Sillit ' . .rn ,� I.: ) l J V "0'0 m p r -9 A < m 4 m COO k.M.a10p1d 72ig SB' ;� I? j , g1 i vis "its V 2 . !' `� 1i, zR COT, 'A Q I Rom , r p • v • = N • 711R13JI.I1 „___- i i i 1„- v B; (I 0 :LIM g •111--.1( ''' 4... . • i O Siv R N 01 ..-3wZ my�c Ar-tr2A13 17��023 =,. . f..9 ntZ0 D DI z0zom'��co ) aou)m p'° c a o '�A x o�n 0 o �°'9 a rc 1-i�2 r-Ioib 1""„,c"In P c�po pro, * .^+A)q�Ammg,ro ooA 4� I oqz F " rmo rn c oo o`�Hrn om ! flJ z a0Z y oyc o rm-Z —Ar SCALE: 1' = -- 11 —+ X ggel- 20 otoZzZa tiiA 8 >IV CCO• o Z E N= o0 0 v – o � 0a -pao y 4. x� iy ry10 N a r- ........... to ca COg o (0 F EXHIBIT A & EXHIBIT E 1606 O 2 20 n 4 cd zp OR; 4089 PG; 3600 N F- N:r'W45. 3.:08 ' N — O 9 t 'oo b N o Pa V J rte. p E8 w Q O �j A 8 iiico P J "--173 rvi J m" r u �n ON S y r w a t7 °' • D 14- V p N I N N 3 ~ mOy u 3 SI . i C> m u N N g Cr u t —71 I qII 0 s /rr'i • A.---.1--N ' j., N G G 4 t 0 gi XI ppp I 0 . A w tel u U y. 07 p q 1 1I! g rte- �v ti` `. M oa o m>�,�m o� o��o20� Zo o '"' n�on)v)-1 n oo 0 W p 'C7"H o% `iotorn �O(3o� -im -,1 og - Ao 0`27 x O nO '0to2 n gA Cq20 : Z2-.ACOOro� s :,. � 4 �O 'b Cp Gytt 1-ri' %:, 01- O 2 r55ppy=yC tolm0W(n2 ZO0 002 d~ 2 _j .g. - • 2 2D2Q"4z0 0 gg v MA'co, 2mzCnOO § OhrgNH U0 - A rmON ��ao o 0W22a0A0Qi ti11111111 ..• RaNyIODZ 2bN2 2 o wry tarncorn �mm ' .- I m N . zz`' 2 y to EXHIBIT A 16 n 6 , ., , , ,,,, 0 „, k .b. Ao014 o K r+w m K 3 CO - S N reN 9 O v ro m g ro m J Q = i J�JJ N N J N 4 a•l • Y i•.•., w • r § 9 ' 'IZ CQ " o 947, tam i I" y0 /r • �� ii ir s qg ` ,i IQ '"`" 60'0££ 3.L4,L02 N n't ... • Q 73 8 ...A"10- fiyntn2nyuaRA-o�tA m ba M �C �ONOUAr Ell', 13� a�rr++�� N. O��2VpAzA Z CW�'lr15 22.� nOtvy1Om • r- ) py n0Z �ro 0 CION-`0^a6 �vDint A2 o �o > -0,) 23,- -4 c� z o c.) ti o e o v° to c Z6:D 2 nA,O.tmro4.c Ar�t(P N $ ,pZ C,�+,�A tznygo'O ��2'�b'+ ;,� NO � w0 -a m 22 an:-1 zz O $ .p. cl o x * y A A yyF'- r 1 'o 0�"tA • fl yr[-)3A)_•2 M" O J� 'Z.�+A d H� 2� A rn�j 0 i -� .005 .l at Aoxh2 �t A 4�? a-.CO rn r- OOP' O rz� N omeco,� s y Oon) oo zr m _ g titvyy'yN ano o MOO y nt .- N o . I (DI (Q EXHIBIT A 160 6 00 . ). .. c m i < r m . 7 OR: 4089 PG: 3602 i 03 .0 ro w °Z A . mri i v Q .Ti p.0 j $ gP p h !f n O i m k w SO'Ll9L N Si I co-.71411t4 43 co 1 N U.1 1 ii if mo ci1 1,n1 i All s _ RI N T {{ y`6 LAJ r NR.1 tt„cçO )iY°o !! i , „....\ li `0:„, k ..0 1 1E C g o ^n(`nmAr 1rrWCg zbm 1 O .�r.1DU1<((j�Onnzzz�O OA r -+ l,xa�R�� Fi, oz8 2 p iZi1� > r-cno-IR ztn W � .�," oM2,OOF*Z' aZ00u,m v..t . ts) CI� J 2:1tri t),1 < CnCz �m � i nzm till : � O �y � v 0rx -4m=opz 2AjAI o * 0 :,-2 cd, o p z � 31V058 zwf3ti m "I0Cw20zrnoaO Z2 tt .0 (n Z ZZ 'Z' "a7z.y b yaC ��P2 2 t*�2 A n n y M b o g a°c°w o Zxb+vz os o o R m DD. ove^, zm m fn a A x to 10-e5„ rno I 1 fir1t s N & c0 m o A EXHIBIT A LNC 16U6 n C) O m r 2 v4 Z 5m v ro p o n 1,0 O N N fD .9L'LgCf 3,ff.9ZA05 e r m .96'6611 3,4f.91A05 W ca co ro • m • 'SS J [ff P N 1'4 U I O N w E J E $ W n I n0 FF toco S 4 N ro J I� D A N n yyz g 1+1 S O 0 N py ,O A r m 4 J co Lay m 4 co O O u F ord g ry m IT 0 $ 3 s (IN tr:N4 F. COuJ l T. a. W N i1i ! • y �� f�." YW ri r` Vi 4* "4 1. • . i if ' 1 G m ..., a iriu . i i n C 0 7V f." 1 I GM �1 COO i .. „ m y y 01 caO4 p f) inm e 0 El m Ql o w fro 0 r'iliZ§.0 �1."zZ�t .*- a2� 0 $ U)0 D rc�np.y aOzorn ,1,4 ca 0 vi J 0 O �H y V) nip r)O�Z, A• Z�Zxm c �i ~• ~m s o� NO Az h"Ci mrA Aoa°°mado• ° V. I t�1� pC -< �8.�mca~�z AZ0 of O n I r 0 En fti 3p nm r 1 O QCt�+"J 'i * zn00��QmtnOA1p 15 A00� o 2xa t' mi PIoC PI inztoulz zy?o � 000l t - ,r:31v�5 ��ss]] o z �O n -Zig A2�an x dS -r) 1 ra u� '��m03 o o 1,1_ 0 0 iv 4 u,, �A a A a r"01 $ 1 O a �C to A.2S pupm 2m I°"I w �i -30btica.� m0 N aZ`, F,y W c y EXHIBIT A LA . 16Drn. 6 c F < r2 j v Z o 71 OR: 4089 PG: 3604 i M MP p - m . b • N m Z W V O m - W W p m �' A 0 P 74 g U p W A y Z 1 2v f7 v m 1 1 Q 62 N $ m n O ` J 9 A $ V O N U q Wr m. _ 'F I� Ca Mkt o :N. "' b>073 co £ 1i ,- .47o....)fin rairn n ,:i 4 rm ' m N w 1 ' m 4 ! ! a pr 1r 0 u V t § — c:..,; :. m f 11 ili Nk\V As; r o ?,IE CI1�GV - A 43 m * Am�yAToOPI,�,,'M.QoO� 1,1 o p mny,ar on'mmoz�o4oz N ' 0nM-'ice-g'', zco,- z� a O $ U1 9 y °C-10-,W' O m i O -t W nx px_zOr ZOOym H N a O ra p-mi c�y. c 0 6p n O- ~m -8 z TO 4 o z. � � xrn §O �Dx - AdO <nO= ' 4 CI Z 2O �aoCCnjb � uII OM 0WN2O O 2m'�l cC, m2 marnaImyz Zzz0 i o SO t=7 A7 i., ?S ' � 0 ,BOO � = o o mz z - Poi O0O .„ zA �b�A Q, p � ClNzx ca• DW�02a2 MM A Ww Q Mb,.) 0R z .g b.-a X10 u: II � a (ID EXHIBIT A (I) 160 61 1 n___ _ -- _ _—. - OR: 4089 PG: 3605 _ \ ... ... ,T ,7 11 OP .15 SR gz i\ .1)1111114141r • cn &n -. II i i.... • Iii. /% IMMOKALEE j ✓ 'ZL T ��Okaloaeoonee Hab e_• -a 111& le Stewardship Asea HSA � lake _1 IHSAI s w • Trafford f t rJ c,,,.u„ �J f`.' 1 Ka, t .:, •� ,,,,,f Strand 1111k1 flowway Okalo,Icouchce Slou4{1 tewardsinp Arra Ftowway ' IFSA! Stewa(FSAI Arca :^1Hn • (FSAt •ifrTi� yr,,,„,,4,,,,„ l 4 .: A, 1 y..fF .,,, FSA S .�', t FSA /'." • ‘ I le111141. r T ' 1 it ,h, .. L 0 1 1,.. .. ..,* \: .... , .... • fp /QA.. Illellill w VANDAL B.vLc HSA I 5 H,A �- e 111111p tit . WRA X IGOLL EN GATE BLVD HSA ! A —11 1 1 . :s i SSA 7 Legend In"er"."...�r�w.. : r ••/^ Net ibrY IWW YNJA I'•4P CREDIT AGREEMENT0 ®N..>u.'ao"`"` "="=�^"�r"="°`«' 1111 N» Nn maWrrw. _ j Exhibit B o 1.5 3 ,,,, moo"VNes If9a1 1_..,r..kvert.w,asre.n ��:.":c:�.c - R40J -rWrel9e.'GVNN»p19N •-�-••••••. •=... Location Map SSA'•°^°� e 160 6 . . , . . . i , . , .. . . . . ........., . , / / „ , , , .. . . • • ..._.: •40 . 7'4 s , �l - ,,),,_____/_ ._/__ /7 f„, _ I , . , , zi,;______.,,x., 2 , / .!, / L.,..2 //,i /// !V / . SSA 7 e W(l9QnMiHer CREDIT AGREEMENT Legend ;l SS/at m.^ee. AO..m.10mq r4i...i��rm ,: r Exhibit C o oas a.s ®w...^w"w..a..S Aoa =c Retained Land Uses eon _ �. Q la.O ln'lae NarKA e.ugaA' .nv::"::::.•� ��. ..w±swn..rr.rr.. ' POOR QUALITY ORIGINAL OR: 4089 PG: 3606 161) 6 ,_ __ _______......., i .. / / i; 1 . _ . / Fr • - , 1 _ _ __ _ . / „„ , ii „„)._...,:4_, 1_,i • .... t., / , . ........... / / i !f....ii / / / , ..,,,,,,./ / ; Legend SSA I eaureary —Maas mof aMWae h SSA Qtale MOW Perch Se+niary eaalmSaa Typa .lope mammal cm.da an...blei.... wad ng ara SSA 7 e Is$n l ler' I CREDIT AGREEMENT == Exhibit D o 025 as ,._..._._.__.._.____.. ......._ , Rosloration Areas eeeeiena, ,Miles " -a^-:=a- -'" POOR QUALITY ORIGINAL OR: 4089 PG: 3607 t 1 . 1 160 6 WilsonMiller® OR: 4089 PG: 3608 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A-1 — LARGE MAMMAL CORRIDOR) (EXHIBIT E) All that part of Section 28, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 28,Township 46 South, Range 28 East, Collier County, Florida. (Point Number 1, Northing 771069.3669, Easting,482644.9265); Thence along said north line of said Section 28 North 89°00'45" East 1599.45 feet. To the POINT OF BEGINNING (Point Number1271;_Notthing 771096.92, Easting 484244.14); Thence continue along said North Iinl(sigtr 1.9_`t0.t-48,'/1 as 1816.50 feet to (Point Number 1130, Northing 771128.23, Easting 4 0066.37); Thence leaving said north line4n strai ht=lirre.-segments throU h t e following vertices, (Points 1131 through 1470& 1818 t1(rou h 2209102 y2 in u •ve). t } Point Number 1131, Northing 7 (1�0$9.'f�4 a tib• ' .e6 . 7 Point Number 1132, Northing A�07, Rt E in X604 5 f-, Point Number 1133, Northin084:12,'Easting4804 :09 Point Number 1134, Northin 72.31, Easting 48041.84/ J Point Number 1135, Northing ,2.00, Easting 486€140 O Point Number 1136, Northing 7 �1a775, Easting 486041 Point Number 1137, Northing 771`0 9f93`EasfinA_4860,�'9;6 Point Number 1138, Northing 7710266:6.%9,Efif_tiggi1O6033 75 Point Number 1139, Northing 771025.19,-Easting-486016.81 Point Number 1140, Northing 771025.19, Easting 485999.88 Point Number 1141, Northing 771023.68, Easting 485983.65 Point Number 1142, Northing 771022.25, Easting 485977.75 Point Number 1143, Northing 771020.75, Easting 485965.97 Point Number 1144, Northing 771015.62, Easting 485927.65 Point Number 1145, Northing 771012.68, Easting 485891.56 Point Number 1146, Northing 771006,00, Easting 485850.28 Point Number 1147, Northing 771003.07, Easting 485822.28 Point Number 1148, Northing 770996.43, Easting 485798.72 Point Number 1149, Northing 770992.75, Easting 485773.65 Point Number 1150, Northing 770991.32, Easting 485746.40 Point Number 1151, Northing 770987.63, Easting 485722.84 Point Number 1152, Northing 770983.94, Easting 485704.41 Point Number 1153, Northing 770983.94, Easting 485689.68 Point Number 1154, Northing 770981.69, Easting 485669.03 Point Number 1155, Northing 770976.56, Easting 485651.38 Offices strategically located to serve our clients 800.649.4336 Naples✓Oorparale Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 &192006.155801 ver Oil-TO.ssw,He witsoalnlllet..corn 1 111312,504-1540--o WpaonMnle,,/nc.—11 L(c.i LC•C000 N0 1606 6 - lsi,nMllier OR: 4089 PG: 3609 New Directions In Planning,Design&Engineering Point Number 1156, Northing 770974.38, Easting 485636.63 1 I Point Number 1157, Northing 770972.87, Easting 485621.15 Point Number 1158, Northing 770972.12, Easting 485607.16 Point Number 1159, Northing 770966.25, Easting 485563.68 Point Number 1160, Northing 770956.68, Easting 485524.62 Point Number 1161, Northing 770949.31, Easting 485486.31 Point Number 1162, Northing 770942.69, Easting 485453.91 Point Number 1163, Northing 770941.18, Easting 485424.44 Point Number 1164, Northing 770937.50, Easting 485399.38 Point Number 1165, Northing 770933.06, Easting 485368.44 Point Number 1166, Northing 770930.12, Easting 485346.31 Point Number 1167, Northing 770927.94, Easting 485322.75 Point Number 1168, Northing 770925,75, Easting 485302.85 Point Number 1169, Northing 770922.06, Easting 485274.84 Point Number 1170, Northing 770917.6_2rEVRON35254.97 Point Number 1171, Northing 7709 1 3,11La tirlgti6 Point Number 1172, Northing 77,0 115. 1,Easting 4-8-52qt2 Point Number 1173, Northing70916187, Easting 485205` 9 Point Number 1174, Northing/770, 91c,1r ;E 00asting 48,5178.3 Point Number 1175, Northing 770905`06; astir\g 485 40.74 Point Number 1176, Northing 7 Point Number 1177, Northing, Nort still Point Number 1178, Northi g 7 Q. s��h81.8 �, Point Number 1179, Northin .-7750$8813, Easting 485065 '',' Point Number 1180, Northingq,,7 877.81, Easting 485060)44/: Point Number 1181, Northings 6.75, Easting 4860tZ6 93`O Point Number 1182, Northing 7 84 ,Q1, Easting 485050: Point Number 1183, Northing 7768 55,-Easting 4850441"6„ Point Number 1184, Northing 770804'42 tfptiiN 5©8:65 Point Number 1185, Northing 770783.37, =asting-48 49.32 Point Number 1186, Northing 770780.56, Easting 485049.40 Point Number 1187, Northing 770760.69, Easting 485050.12 Point Number 1188, Northing 770738.57, Easting 485049.40 Point Number 1189, Northing 770721.63, Easting 485048.65 Point Number 1190, Northing 770692.19, Easting 485048.65 Point Number 1191, Northing 770675.94, Easting 485049.40 Point Number 1192, Northing 770612.57, Easting 485040.56 Point Number 1193, Northing 770561.00, Easting 485037.63 Point Number 1194, Northing 770516.81, Easting 485036.13 Point Number 1195, Northing 770464.50, Easting 485033.94 Point Number 1196, Northing 770419.57, Easting 485030.97 Point Number 1197, Northing 770376.81, Easting 485030.97 Point Number 1198, Northing 770328.38, Easting 485028.65 Point Number 1199, Northing 770284.69, Easting 485029.50 Point Number 1200, Northing 770261.18, Easting 485030.18 Point Number 1201, Northing 770258.93, Easting 485030.24 8W182006-155861 Ver.Oil-T058080E 2 05 03512-SO4-040--0 ,- ��` , 1 1606 Wilso&Miller* _ New Directions In Planning,Design&Engineering OR: 4089 089 P G, 3610 610 Point Number 1202, Northing 770239.06, Easting 485030.24 Point Number 1203, Northing 770223.56, Easting 485033.94 Point Number 1204, Northing 770212.50, Easting 485045.72 Point Number 1205, Northing 770205.88, Easting 485063.41 Point Number 1206, Northing 770202.19, Easting 485086.97 Point Number 1207, Northing 770202.94, Easting 485101.72 Point Number 1208, Northing 770199.24, Easting 485124.57 Point Number 1209, Northing 770194.07, Easting 485140.74 Point Number 1210, Northing 770191.87, Easting 485150.35 Point Number 1211, Northing 770180.81, Easting 485170.97 Point Number 1212, Northing 770173.44, Easting 485182.03 Point Number 1213, Northing 770156.50, Easting 485195.28 Point Number 1214, Northing 770136.62, Easting 485204.12 Point Number 1215, Northing 770115.25, Easting 485210.03 Point Number 1216, Northing 770101.25; a"titig 5212.97 Point Number 1217, Northing 770080:W _ tin g21 .91 Point Number 1218, Northing 770069 5,,"Easting 4852 . Point Number 1219, Northing 770085.69, Easting 485212.01 Point Number 1220, Northing/7700'15i+06;-E'�asting 485210.7 Point Number 1221, Northing 76999294;"Easting 485209.A\ Point Number 1222, Northing 7 998 . t'rti 4. g07.07,7\ Point Number 1223, Northing 7 99,173. alstiO4852021.‘65 --i.Number 1224, Northing-76 96.8,6 ,, '00, X519,5k, i i Point Number 1225, Northing`769967.12, Ea-sting-41172.43 �.. Point Number 1226, Northin 769 67.12, Easting 4 '158.44/ J Point Number 1227, Northing 76 4.94, Easting 4851( Q�7 Point Number 1228, Northing 7 , 9 4:49, Easting 485117. Point Number 1229, Northing 7699 7f5Easting_485Ct40`66 Point Number 1230, Northing769952:I 2 EStnig $5r4}7. 0 Point Number 1231, Northing 769945.06, Easting-485-653.81 Point Number 1232, Northing 769935.50, Easting 485026.56 Point Number 1233, Northing 769923.68, Easting 485013.32 Point Number 1234, Northing 769906.00, Easting 484994.87 Point Number 1235, Northing 769899.37, Easting 484983.81 Point Number 1236, Northing 769883.87, Easting 484969.82 Point Number 1237, Northing 769866.94, Easting 484959.50 Point Number 1238, Northing 769850.75, Easting 484952.87 Point Number 1239, Northing 769836.75, Easting 484945.50 Point Number 1240, Northing 769817.56, Easting 484939.62 Point Number 1241, Northing 769798.44, Easting 484939.62 Point Number 1242, Northing 769777.06, Easting 484941.84 Point Number 1243, Northing 769763.06, Easting 484943.32 Point Number 1244, Northing 769749.81, Easting 484943.32 Point Number 1245, Northing 769735.06, Easting 484941.84 Point Number 1246, Northing 769719.56, Easting 484941.84 Point Number 1247, Northing 769703.37, Easting 484944.03 i &MOOS-155891 V9r.Oil,TOSSORNE . 3 0331.2404-040-0 1 6 0 6 _ Wils$nMiller* OR: 4089 PG: 3611 New Direeteons In Planning,Design&Engineering Point Number 1248, Northing 769684.94, Easting 484944.03 Point Number 1249, Northing 769665.06, Easting 484944.79 Point Number 1250, Northing 769654.00, Easting 484947.01 Point Number 1251, Northing 769642.93, Easting 484949.19 Point Number 1252, Northing 769631.18, Easting 484952.87 Point Number 1253, Northing 769622.32, Easting 484952.87 Point Number 1254, Northing 769609.81, Easting 484958.78 Point Number 1255, Northing 769582.56, Easting 484961.00 Point Number 1256, Northing 769545.69, Easting 484965.40 Point Number 1257, Northing 769520.69, Easting 484972.79 Point Number 1258, Northing 769491.94, Fasting 484980.88 Point Number 1259, Northing 769466.12, Easting 484992.65 Point Number 1260, Northing 769440.38, Fasting 485006.66 Point Number 1261, Northing 769412.38, Easting 485028.04 Point Number 1262, Northing 769391..90,- -0401:15044.25 E a Point Number 1263, Northing 7693784.E Eagtia a60;5�`9 Point Number 1264, Northing 7604616-,--Easting 486156 - Point Number 1265, Northing 76244, Easting 485081.99 Point Number 1266, Northing/776930475;Easting 48,5 93.6 Point Number 1267, Northing 76286.38;trastiny 48503.19 Point Number 1268, Northing 78926-l�9;" stt 4 I /Point Number 1269, Northing 792`46.56, a� ti ., 2 . , Point Number 1270, Northing° 92 ��1 stun •1 514 ,4 f� Point Number 1271, Northingt7 9214.12,-Ea-Sting 485154.Q4 ' Point Number 1272, Northin �$ 200.13, Easting 48,i, 66.56 A Point Number 1273, Northing'6 . 9.50, Easting 488'12:17 Point Number 1274, Northing 7� 1 Easting 48519 5 Point Number 1275, Northing 769't-3,431I'Easting 4852Q5`.°5,9 Point Number 1276, Northing 769118 ktirtg x$607.81 Point Number 1277, Northing 769097.00,tasting-485210.75 Point Number 1278, Northing 769088.88, Easting 485212.97 Point Number 1279, Northing 769082.25, Easting 485212.97 Point Number 1280, Northing 769077.13, Easting 485215.19 Point Number 1281, Northing 769073.44, Easting 485223.28 Point Number 1282, Northing 769071.18, Easting 485240.22 Point Number 1283, Northing 769068.25, Easting 485261.59 Point Number 1284, Northing 769066.82, Easting 485274.84 Point Number 1285, Northing 769064.56, Easting 485282.22 Point Number 1286, Northing 769057.19, Easting 485296.22 Point Number 1287, Northing 769041.75, Easting 485305.07 Point Number 1288, Northing 769018.19, Easting 485309.50 Point Number 1289, Northing 768996.07, Easting 485312.44 Point Number 1290, Northing 768965.87, Easting 485316.13 Point Number 1291, Northing 768948.19, Easting 485317.59 Point Number 1292, Northing 768933.43, Easting 485318.34 Point Number 1293, Northing 768911.31, Easting 485322.75 8182005-155801 Ver 011-TOSBORNE 4 5531 W�12-5044{4.0 16,11 6 W%l.' InMiII'1" OR: 4089 PG: 3612 New Directions hi Planning,Design&Engineering Point Number 1294, Northing 768896.63, Easting 485324.21 Point Number 1295, Northing 768881.13, Easting 485324.21 Point Number 1296, Northing 768864.94, Easting 485324.21 Point Number 1297, Northing 768857.00, Easting 485324.64 Point Number 1298, Northing 768854.41, Easting 485340.01 Point Number 1299, Northing 768846.87, Easting 485371.85 Point Number 1300, Northing 768837.27, Easting 485403.13 Point Number 1301, Northing 768825.64, Easting 485433.71 Point Number 1302, Northing 768812.03, Easting 485463.46 Point Number 1303, Northing 768796.51, Easting 485492.27 Point Number 1304, Northing 768779.14, Easting 485519.99 Point Number 1305, Northing 768759.99, Easting 485546.52 Point Number 1306, Northing 768728.06, Easting 485587.42 Point Number 1307, Northing 768708.79, Easting 485610.61 Point Number 1308, Northing 768686.35,- aptirng+ $5634.42 Point Number 1309, Northing 768662; 1606 Wilson Miller OR: 4089 PG: 3613 New Mentions In Planning,Resign&Engineering Point Number 1340, Northing 768424.31, Easting 486121.44 Point Number 1341, Northing 768412.49, Easting 486154.60 Point Number 1342, Northing 768399.25, Easting 486183.31 Point Number 1343, Northing 768389.68, Easting 486207.63 Point Number 1344, Northing 768386.00, Easting 486233.43 Point Number 1345, Northing 768375.69, Easting 486264.38 Point Number 1346, Northing 768369.81, Easting 486291.63 Point Number 1347, Northing 768361.68, Easting 486323.32 Point Number 1348, Northing 768356.50, Easting 486340.25 Point Number 1349, Northing 768350.62, Easting 486357.22 Point Number 1350, Northing 768345.49, Easting 486375.62 Point Number 1351, Northing 768341.08, Easting 486390.85 Point Number 1352, Northing 768334.42, Easting 486384.51 Point Number 1353, Northing 768326.78, Easting 486379.92 Point Number 1354, Northing 768319,90- a ir�g t-376 87 4 a- Point Number 1355, Northing 76830 E'a' 4ting=4 63 57 Point Number 1356, Northing 768�39?5 2, Easting 486-36 1ti Point Number 1357, Northing 766308.69, Easting 486362. 7 \ Point Number 1358, Northing/76$395;Easting 4$6 6.8 Point Number 1359, Northing 7 630 29;'E sting 48641.91 Point Number 1360, Northing 7683Os ;r tt`r r,,7 Point Number 1361, Northing 7 800. 4, Eti t32 .2i1 Point Number 1362, Northirig°7 8296;95, stt 631,i,34, 1-4 Point Number 1363, Northin 768294.65, Easting 8,6306.36 Point Number 1364, Northing768290.96, Easting 485r /2 . � 3 Point Number 1365, Northing 76290.96, Easting 48627,1 r Point Number 1366, Northing 76629 . 1, Easting 486249N Point Number 1367, Northing 768 Easting_48624 i Point Number 1368, Northing 7682971 ,�asiir(g'484235 89 Point Number 1369, Northing 768295.41, Easting--48-6227.99 Point Number 1370, Northing 768294.15, Easting 486222.13 Point Number 1371, Northing 768286.10, Easting 486216.60 Point Number 1372, Northing 768278.43, Easting 486211.32 Point Number 1373, Northing 768267.10, Easting 486204.17 Point Number 1374, Northing 768259.76, Easting 486199.54 Point Number 1375, Northing 768251.91, Easting 486192,66 Point Number 1376, Northing 768251.62, Easting 486192.00 Point Number 1377, Northing 768237.05, Easting 486202.38 Point Number 1378, Northing 768209.20, Easting 486219.56 Point Number 1379, Northing 768180.30, Easting 486234.88 Point Number 1380, Northing 768150.45, Easting 486248.29 Point Number 1381, Northing 768119.79, Easting 486259.71 Point Number 1382, Northing 768075.55, Easting 486272.32 Point Number 1383, Northing 768042.39, Easting 486438.45 Point Number 1384, Northing 768034.59, Easting 486471.61 Point Number 1385, Northing 768024.98, Easting 486502.89 &1&!005-155001 Ver Ott-TOSBORNE 6 cwa 08312504-040--0 . , OA° 1613 6 Wilson illef (} New Directions In Planning,Design&Engineering OR: 4089 8 QQ 9 PG: 3614 Point Number 1386, Northing 768013.35, Easting 486533.47 Point Number 1387, Northing 767999.75, Easting 486563.23 Point Number 1388, Northing 767984.23, Easting 486592.03 Point Number 1389, Northing 767966.86, Easting 486619.75 Point Number 1390, Northing 767947.71, Easting 486646,28 Point Number 1391, Northing 767904.42, Easting 486695.31 Point Number 1392, Northing 767880.47, Easting 486717.59 Point Number 1393, Northing 767855.10, Easting 486738.26 Point Number 1394, Northing 767828.44, Easting 486757.23 Point Number 1395, Northing 767800.60, Easting 486774.41 Point Number 1396, Northing 767771.69, Easting 486789.74 Point Number 1397, Northing 767741.85, Easting 486803.14 Point Number 1398, Northing 767711.19, Easting 486814.56 Point Number 1399, Northing 767679.84, Easting 486823.95 Point Number 1400, Northing 767647.96,:Ea&#igg, $ 831.27 Point Number 1401, Northing 767 15 Ea' s[ing-46fi83,6.50 Point Number 1402, Northing 76758,09, Easting 486$359;'1 Point Number 1403, Northing/76708.39, Easting 486840. 1 Point Number 1404, Northing 7678; Easting-48,6840.6 Point Number 1405, Northing 767469.70,'Eastingy486840.94 Point Number 1406, North' g 7i7387�p�t; �sti 66 7.41 Point Number 1407, Northi g 7754.,��t4, E sti 6 6 . Point Number 1408, Northi g'76'13P ,$2, stinth „48686b, f+1 Point Number 1409, Northing`'? 267,32, Easting 486869.45 f Point Number 1410, Northing\76 219.86, Easting 48072!65 Point Number 1411, Northing 7\028.72, Easting 4868'7&. Point Number 1412, Northing 767019 75, Easting 486881 6 Point Number 1413, Northing 767037,4 3p�SaSsting 48688.4.9 Point Number 1414, Northing 766998:08,,8Wirrg 4` 0887159 Point Number 1415, Northing 766965.37, Easting 486888.55 Point Number 1416, Northing 766932.68, Easting 486887.37 Point Number 1417, Northing 766900.13, Easting 486884.05 Point Number 1418, Northing 766867.86, Easting 486878.61 Point Number 1419, Northing 766836.03, Easting 486871.07 Point Number 1420, Northing 766827.44, Easting 486868.44 Point Number 1421, Northing 766804.75, Easting 486861.47 Point Number 1422, Northing 766774.17, Easting 486849.84 Point Number 1423, Northing 766744.41, Easting 486836.24 Point Number 1424, Northing 766731.54, Easting 486829.60 Point Number 1425, Northing 766520.67, Easting 486716.99 Point Number 1426, Northing 766504.74, Easting 486708.10 Point Number 1427, Northing 766477.02, Easting 486690.73 Point Number 1428, Northing 766450.49, Easting 486671.59 Point Number 1429, Northing 766425.27, Easting 486650.74 Point Number 1430, Northing 766401.46, Easting 486628.30 Point Number 1431, Northing 766399.51, Easting 486626.20 w181400s-15588,V0.:811•TOSBORwE 7 00312,504-040.•0 160 6 - Wils$nMiller° OR: 4089 PG: 3615 New Directions In Planning,Design&Engineering Point Number 1432, Northing 766398.85, Easting 486606.98 Point Number 1433, Northing 766398.63, Easting 486600.60 Point Number 1434, Northing 766397.94, Fasting 486580.72 Point Number 1435, Northing 766397.49, Easting 486569.44 Point Number 1436, Northing 766393.44, Easting 486467.59 Point Number 1438, Northing 766388.19, Easting 486339.38 Point Number 1439, Northing 766384.37, Easting 486205.91 Point Number 1440, Northing 766383.70, Easting 486188.37 Point Number 1441, Northing 766380.63, Easting 486108.63 Point Number 1442, Northing 766373.07, Easting 485985.69 Point Number 1443, Northing 766373.07, Easting 485924.59 Point Number 1444, Northing 766372.32, Easting 485897.85 Point Number 1445, Northing 766371.56, Easting 485871.06 Point Number 1446, Northing 766367.06, Easting 485821.28 Point Number 1447, Northing 766367.96;E-401-g,- 57 4.34 Point Number 1448, Northing 7663,5�:2),) a§in 6.7141 ".,6Point Number 1449, Northing 765'358:110; Easting 48574 169 Point Number 1450, Northing 76o- .56, Easting 485693:9441 Point Number 1451, Northingr76635?}7ti25 Easting 85678.7 Point Number 1452, Northing 76J635b�. ,-F�astinq 4856173,77 Point Number 1453, Northing 7 X63. ; �{Stun,485 ' 8.15 Point Number 1454, Northing 7 6 8 , aSti, i561, .3 Point Number 1455, Northing-7319 , astih 48557 6 E--, fi3 4 Point Number 1456, Northing, 6.346.44,1=asting 486554765 Point Number 1457, Northing 76 48.19, Easting 48'540 Point Number 1458, Northing 7\66348.19, Easting 485'61,.9,,6 Point Number 1459, Northing 7663 119, Easting 4854980, 0 Point Number 1460, Northing 76634 E-asting4854<94,t5.' Point Number 1461, Northing 76635.44, EAStirtg<075�472:68 Point Number 1462, Northing 766351.43, t=asting48S451.01 Point Number 1463, Northing 766351.94, Easting 485439.69 Point Number 1464, Northing 766355.75, Easting 485407.25 Point Number 1465, Northing 766357.25, Easting 485392.94 Point Number 1466, Northing 766357.31, Easting 485392.33 Point Number 1467, Northing 766357.69, Easting 485388.74 Point Number 1468, Northing 766357.83, Easting 485387.41 Point Number 1469, Northing 766357.83, Easting 485387.40 Point Number 1470, Northing 766358.43, Easting 485381.65 Point Number 1818, Northing 766534.67, Easting 485401.42 Point Number 1819, Northing 766533.15, Easting 485431.79 Point Number 1820, Northing 766531.94, Easting 485433.41 Point Number 1821, Northing 766513.69, Easting 485459.75 Point Number 1822, Northing 766513.33, Easting 485460.46 Point Number 1823, Northing 766509.63, Easting 485467.88 Point Number 1824, Northing 766510.54, Easting 485495.83 Point Number 1825, Northing 766510.71, Easting 485500.87 &1&200'1155881 Ver 011•TOSOORNE 0. U 03312.504040--0 AC?. 16U6 Wit,,n1 ®lle ' OR: 4089 PG: 3616 New Directions In Planning,Design&Engineering Point Number 1826, Northing 766511.69, Easting 485530.72 Point Number 1827, Northing 766521.81, Easting 485551.00 Point Number 1828, Northing 766526.55, Easting 485563.62 Point Number 1829, Northing 766534.00, Easting 485583.47 Point Number 1830, Northing 766534.00, Easting 485628.06 Point Number 1831, Northing 766536.00, Easting 485703.09 Point Number 1832, Northing 766550.19, Easting 485745.69 Point Number 1833, Northing 766560.38, Easting 485755.81 Point Number 1834, Northing 766564.38, Easting 485796.38 Point Number 1835, Northing 766560.38, Easting 485845.06 Point Number 1836, Northing 766548.19, Easting 485899.81 Point Number 1837, Northing 766554.25, Easting 485936.31 Point Number 1838, Northing 766576.56, Easting 485962.69 Point Number 1839, Northing 766598.88, Easting 485972.81 Point Number 1840, Northing 766633.381 )ii g;486Q13.38 Point Number 1841, Northing 766665:.6,3, a tin' '4�C 3: 6 3� Point Number 1842, Northing 766t 4, ffasting 4860'4704, Point Number 1843, Northing 7666606 Easting4860 Point Number 1844, Northing/766,71 44;Easting_486062.0 Point Number 1845, Northing 76674Cf:'81 astir g 486 84.34 Point Number 1846, Northing 76,6-7 41 3;- --s r1 ; 7 �� Point Number 1847, Northr g 71 67+530,Fa tr g 46:1� — Point Number 1848, North+ g 7,§7`40,8'1,�Ea�sjinq 4 61711.5 . Point Number 1849, Northin ;7667256,Easting 4' 6189 7if l t Point Number 1850, Northin'`?66;723.06, Easting 48J220.94/ �r � Point Number 1851, Northing Easting 4812I0,4;>O Point Number 1852, Northing 667 .O. 5, Easting 48626& 0� Point Number 1853, Northing 766661 Easting_4862��`3 Point Number 1854, Northing 766684.49,L pBrL F 33-'1.41 Point Number 1855, Northing 766684.19,Easting-48-651.88 Point Number 1856, Northing 766686.88, Easting 486360.06 Point Number 1857, Northing 766692.38, Easting 486367.56 Point Number 1858, Northing 766702.56, Easting 486387.34 Point Number 1859, Northing 766702.56, Easting 486416.69 Point Number 1860, Northing 766693.00, Easting 486428.94 Point Number 1861, Northing 766678.69, Easting 486433.03 Point Number 1862, Northing 766650.06, Easting 486433.72 Point Number 1863, Northing 766637.13, Easting 486439.88 Point Number 1864, Northing 766633.00, Easting 486458.28 Point Number 1865, Northing 766634.38, Easting 486472.59 Point Number 1866, Northing 766633.69, Easting 486506.03 Point Number 1867, Northing 766628.25, Easting 486531.25 Point Number 1868, Northing 766629.63, Easting 486545.56 Point Number 1869, Northing 766644.69, Easting 486554.19 Point Number 1870, Northing 766644.72, Easting 486554.17 Point Number 1871, Northing 766658.47, Easting 486546.32 /i82005-155807 Ver 011-TOSBORNE CAO 9 03312-504010--0 tib'.! 160 6 lsonMilleir` OR: 4089 PG: 3617 New Directions In Planning,Design&Engineering Point Number 1872, Northing 766679.10, Easting 486536.49 Point Number 1873, Northing 766699.73, Easting 486524.70 Point Number 1874, Northing 766725.27, Easting 486505.05 Point Number 1875, Northing 766742.96, Easting 486497.20 Point Number 1876, Northing 766767.52, Easting 486480.50 Point Number 1877, Northing 766796.01, Easting 486467.72 Point Number 1878, Northing 766813.32, Easting 486452.67 Point Number 1879, Northing 766818.60, Easting 486448.08 Point Number 1880, Northing 766855.93, Easting 486441.20 Point Number 1881, Northing 766883.44, Easting 486436.29 Point Number 1882, Northing 766913.89, Easting 486426.46 Point Number 1883, Northing 766945.33, Easting 486415.66 Point Number 1884, Northing 766978.73, Easting 486413.69 Point Number 1885, Northing 767020.97, Easting 486407.80 Point Number 1886, Northing 767075. 9, a i 4 64k87 Point Number 1887, Northing 76711 .26 ahtir�tg 1.49.0 Point Number 1888, Northing 76714.63", Easting 4864 3 \ Point Number 1889, Northing 7645665, Easting 486400.92 \ Point Number 1890, Northing176716�1f45,Easting_486398.9 \ Point Number 1891, Northing 7 717$.1 castir! 48695.03 Point Number 1892, Northing 7p194136*; -s li ; 5 0 Point Number 1893, Northing 71 7f 1942,(E stti! ,:.3g .0 Point Number 1894, Northirr��g 7T. 498'4,E sin ',8. 639C .0 E—, Point Number 1895 NorthirE ? 72`81.31 Fastin 486393.06 . Point Number 1896, Northing 7617296.04, Easting 46�,3��9 1 10 /) Point Number 1897, Northing<70317.65, Easting 4861`8 Point Number 1898, Northing 76f3�4�553, Easting 486388 ,2 � Point Number 1899, Northing 7673� 6 ,Easting_4863 -15 Point Number 1900, Northing 767413:9.#stirfg' 6'388`15 Point Number 1901, Northing 767445.36,Eating 86388.15 Point Number 1902, Northing 767474.84, Easting 486386.19 Point Number 1903, Northing 767501.36, Easting 486386.19 Point Number 1904, Northing 767520.03, Easting 486384.22 Point Number 1905, Northing 767528.87, Easting 486380.29 Point Number 1906, Northing 767538.69, Easting 486365.56 Point Number 1907, Northing 767550.48, Easting 486347.87 Point Number 1908, Northing 767558.34, Easting 486333.14 Point Number 1909, Northing 767560.30, Easting 486320.37 Point Number 1910, Northing 767573.08, Easting 486278.12 Point Number 1911, Northing 767577.00, Easting 486250.62 Point Number 1912, Northing 767579.95, Easting 486218.20 Point Number 1913, Northing 767583.88, Easting 486185.78 Point Number 1914, Northing 767584.71, Easting 486177.13 Point Number 1915, Northing 767618.54, Easting 486007.65 Point Number 1916, Northing 767672.52, Easting 485887.31 Point Number 1917, Northing 767676.23, Easting 485887.13 W1&'2 .156801 Ver.et!-TOSSOANE 10 0331240+040..0 16U6 %1st1n %llef OR: 4089 PG: 3618 r New Directions In Planning,Design&Engineering Point Number 1918, Northing 767720.43, Easting 485881.24 Point Number 1919, Northing 767776.43, Easting 485875.34 Point Number 1920, Northing 767776.44, Easting 485875.34 Point Number 1921, Northing 767842.25, Easting 485872.40 Point Number 1922, Northing 767886.46, Easting 485872.40 Point Number 1923, Northing 767930.66, Easting 485868.47 Point Number 1924, Northing 767933.27, Easting 485868.54 Point Number 1925, Northing 767968.00, Easting 485869.45 Point Number 1926, Northing 767981.99, Easting 485868.52 Point Number 1927, Northing 767997.42, Easting 485867.49 Point Number 1928, Northing 767997.41, Easting 485867.47 Point Number 1929, Northing 767980.81, Easting 485849.53 Point Number 1930, Northing 767958.75, Easting 485822.32 Point Number 1931, Northing 767965.90, Easting 485787.74 Point Number 1932, Northing 767967.1.9" ii g,4 5781.53 Point Number 1933, Northing 7679850.,N_. in 48ta.7, -,,7. Point Number 1934, Northing 7679 ) 4;Easting 48-577\ Point Number 1935, Northing 767957.00, Easting 485733:07 Point Number 1936, Northing 76794:)?75;Easting$&5713.5 67 Point Number 1937, Northing 7933.2astirng 485698.28 Point Number 1938, Northing 7072't��i , t(fig�: S Si 4 Point Number 1939, Northing17909. 3, E stir' 0 5 a .§ r ,-... Point Number 1940, Northi g7.025' 'F. stn' 566 .6Q Point Number 1941, Northi 76�78 1.88, asting 856475 2 / Point Number 1942, Northin 1(67\846.56, Easting 488'6>40/50 , Point Number 1943, Northing 7 B7& 9.56, Easting 48556�4Q. Point Number 1944, Northing 76t8,1 ,67, Easting 485633 Point Number 1945, Northing 767 9 :00;;€asting_486 Point Number 1946, Northing 767790:50,t400485613'.'31 Point Number 1947, Northing 767795.57,—Eisting-4B5599.71 Point Number 1948, Northing 767805.81, Easting 485584.44 Point Number 1949, Northing 767819.38, Easting 485572.53 Point Number 1950, Northing 767834.69, Easting 485567.43 Point Number 1951, Northing 767851.68, Easting 485565.72 Point Number 1952, Northing 767880.56, Easting 485562.34 Point Number 1953, Northing 767907.75, Fasting 485545.34 Point Number 1954, Northing 767919.62, Fasting 485533.44 1 Point Number 1955, Northing 767916.25, Easting 485511.34 Point Number 1956, Northing 767911.12, Easting 485489.25 Point Number 1957, Northing 767921.31, Easting 485470.56 Point Number 1958, Northing 767921.31, Easting 485451.88 Point Number 1959, Northing 767929.82, Easting 485426.38 Point Number 1960, Northing 767936.62, Easting 485409.40 Point Number 1961, Northing 767951.94, Easting 485409.40 Point Number 1962, Northing 767962.12, Easting 485395.81 Point Number 1963, Northing 767968.94, Easting 485380.50 i 0/10'2C05-156001 Ver:011-TOS13ORNE 11 01-312-See-040--0 • 1613 6 WiIsOnMiller' �- OR: 4089 PG: 3619 New Directions In Planning,Design 8 Engineering Point Number 1964, Northing 767987.63, Easting 485360.13 Point Number 1965, Northing 767997.82, Easting 485343.13 Point Number 1966, Northing 768001.18, Easting 485329.53 Point Number 1967, Northing 768021.62, Easting 485304.03 Point Number 1968, Northing 768035.19, Easting 485295.53 Point Number 1969, Northing 768057.31, Easting 485287.03 Point Number 1970, Northing 768070.87, Easting 485293.85 Point Number 1971, Northing 768081.07, Easting 485300.63 Point Number 1972, Northing 768101.44, Easting 485307.43 Point Number 1973, Northing 768125.25, Easting 485310.85 Point Number 1974, Northing 768142.25, Easting 485302.34 Point Number 1975, Northing 768147.38, Easting 485283.66 Point Number 1976, Northing 768147.38, Easting 485270.06 Point Number 1977, Northing 768143.94, Easting 485251.34 Point Number 1978, Northing 76814784- a ;45232.65 Point Number 1979, Northing 768160M)Eastin 4$ti2; a6 Point Number 1980, Northing 768117.. 4", Easting 48521 \.'sp, Point Number 1981, Northing 7682D1.75, Easting 485215: 6 Point Number 1982, Northing%76822043, Easting485 22.4 Point Number 1983, Northing 76824 2;'Fastir�g 485239.47 Point Number 1984, Northing 788282; tt r5 �5 Point Number 1985, Northi g 7 8481.6,; sti 8525 . Point Number 1986, Northirr g-7 8,N7,5 6.., . srtih., .;8524;6 E Point Number 1987, Northin q 83T5.56, Easting 485241.16 Point Number 1988, Northingh�324.06, Easting 48522587 Point Number 1989, Northing 76,8 Easting 485%0 Point Number 1990, Northing 76$34 . 7, Easting 4851851;0 Point Number 1991, Northing 7683k ��Easting_485'fSZ7,9,1� Point Number 1992, Northing 768351:25,_ tirf�4-,13813919 Point Number 1993, Northing 768347.87, Fasting-465123.90 Point Number 1994, Northing 768366.57, Easting 485076.31 Point Number 1995, Northing 768369.93, Easting 485054.25 Point Number 1996, Northing 768373.37, Easting 485035.53 Point Number 1997, Northing 768381.88, Easting 485025.35 Point Number 1998, Northing 768403.94, Easting 485008.35 Point Number 1999, Northing 768405.63, Easting 484987.97 Point Number 2000, Northing 768414.12, Easting 484977.78 Point Number 2001, Northing 768431.13, Easting 484965.87 Point Number 2002, Northing 768436.25, Easting 484950.57 Point Number 2003, Northing 768451.49, Easting 484918.28 Point Number 2004, Northing 768460.00, Fasting 484880.90 Point Number 2005, Northing 768483.81, Easting 484848.62 Point Number 2006, Northing 768500.06, Easting 484841.74 Point Number 2007, Northing 768516.13, Easting 484835.04 Point Number 2008, Northing 768539.87, Easting 484833.31 Point Number 2009, Northing 768550.00, Easting 484820.97 W18/2005-165801 Yer.01,TOSBORIE 12 . 160 6 WilsoM filler OR: 4089 PG. 3620 New Directions In Planning,Design&Engineering Point Number 2010, Northing 768555.19, Easting 484814.62 Point Number 2011, Northing 768567.06, Easting 484806.12 Point Number 2012, Northing 768592.56, Easting 484797.63 Point Number 2013, Northing 768650.38, Easting 484797.63 Point Number 2014, Northing 768670.74, Easting 484768.75 Point Number 2015, Northing 768675.81, Easting 484741.56 Point Number 2016, Northing 768713.18, Easting 484702.47 Point Number 2017, Northing 768735.32, Easting 484653.18 Point Number 2018, Northing 768750.63, Easting 484627.72 Point Number 2019, Northing 768762.50, Easting 484622.59 Point Number 2020, Northing 768781.18, Easting 484626.00 Point Number 2021, Northing 768801.56, Easting 484637.91 Point Number 2022, Northing 768818.57, Easting 484637.91 Point Number 2023, Northing 768835.56, Easting 484632.81 Point Number 2024, Northing 7688498 ding $4636.19 Point Number 2025, Northing 768859.38;1 'ting-- $4.6 6 40 Point Number 2026, Northing 7681174),62",Easting 484 wog. Point Number 2027, Northing/7688,84.88, Easting 484678 8 \ Point Number 2028, Northing'768t886.57;E'asting_484690.5 Point Number 2029, Northing 7 e895*. casting 48410.97 Point Number 2030, Northing 78893p7;E sfr5g.. c0'ti00 Point Number 2031, Northing 768 01.81,1EAsti b ?476\ . -- Point Number 2032, Northing 708 1.0;31,, stiQk 479 63, t Point Number 2033, Northin 7 8918 81 -Eastin 4-84824.p2. 2 Point Number 2034, Northing 768940.94, Easting 4848,48/62/„..',;)8 Point Number 2035, Northing\ 6$ 1.50, Easting 4841844.51:‘,--' Point Number 2036, Northing 7639 3,63, Easting 484829(3 Point Number 2037, Northing 769( 3 Eastirng 4�. }84,81. Point Number 2038, Northing 769031:0Q,. sti 84829:93 Point Number 2039, Northing 769044.56,-ating484845.22 Point Number 2040, Northing 769066.68, Easting 484858.81 Point Number 2041, Northing 769083.68, Easting 484863.90 Point Number 2042, Northing 769100.69, Easting 484858.81 Point Number 2043, Northing 769122.75, Easting 484863.90 Point Number 2044, Northing 769155.06, Easting 484886.00 Point Number 2045, Northing 769183.94, Easting 484906.40 Point Number 2046, Northing 769199.25, Easting 484925.09 Point Number 2047, Northing 769204.31, Easting 484950.57 Point Number 2048, Northing 769204.31, Easting 484974.38 Point Number 2049, Northing 769207.75, Easting 484999.84 Point Number 2050, Northing 769219.62, Easting 485028.75 Point Number 2051, Northing 769238.31, Easting 485030.44 Point Number 2052, Northing 769262.12, Easting 485021.93 Point Number 2053, Northing 769274.00, Easting 484989.65 Point Number 2054, Northing 769274.00, Easting 484960.78 Point Number 2055, Northing 769260.37, Easting 484943.79 &,8/2006-,5588,Ver.Oil-TOS8ORNE 13 O3312-504v40--0 .. 160 6 VditspnMiller' OR: 4089 PG: 3621 New Directions In Planning,Design&Engineering Point Number 2056, Northing 769241.69, Easting 484925.09 Point Number 2057, Northing 769238.31, Easting 484892.82 Point Number 2058, Northing 769243.37, Easting 484868.99 Point Number 2059, Northing 769231.50, Easting 484852.03 Point Number 2060, Northing 769209.44, Easting 484845.22 Point Number 2061, Northing 769188.99, Easting 484833.31 Point Number 2062, Northing 769177.12, Easting 484821.44 Point Number 2063, Northing 769166.94, Easting 484807.84 Point Number 2064, Northing 769149.93, Easting 484795.94 Point Number 2065, Northing 769134.62, Easting 484782.34 Point Number 2066, Northing 769115.94, Easting 484761.93 Point Number 2067, Northing 769095.56, Easting 484733.06 Point Number 2068, Northing 769082.00, Easting 484692.28 Point Number 2069, Northing 769071.75, Easting 484683.79 Point Number 2070, Northing 769063. 5—,-E. sy�tirlg$ 4&61.69 Point Number 2071, Northing 76906 .31, tin _ $4$ 2:5.9 Point Number 2072, Northing 76,9075, 9,Easting 46-450?3 \ Point Number 2073, Northing 769070.06, Easting 484566. 3 Point Number 2074, Northing/76906 .66;-Easting4J84527.4 Point Number 2075, Northing 769076:57•Fastir\g 48486.66 Point Number 2076, Northing 70o9-2. •,Fas 'rt , Point Number 2077, Northing 7 9198.•4,lE stti 4;, •5, .et Point Number 2078, Northing 7, 9 1 :44g. i :;•415�t2 1--- i f-, Point Number 2079, Northing? 913<25,Easting • 410.'-6 I Point Number 2080, Northing�.769161.81, Easting 4E1061.69�/ Point Number 2081, Northing 76' 1-.95.81, Easting 48441A-9// Point Number 2082, Northing 7'6922 13, Easting 48439,3' 87 Point Number 2083, Northing 7698612-Easting_484 4 9 / Point Number 2084, Northing 7692943 ting 38 82 Point Number 2085, Northing 769325.01 asting'4844-388.09 Point Number 2086, Northing 769360.69, Easting 484388.09 Point Number 2087, Northing 769381.06, Easting 484388.09 Point Number 2088, Northing 769398.06, Easting 484389.82 Point Number 2089, Northing 769411.62, Easting 484386.40 Point Number 2090, Northing 769440.50, Easting 484386.40 Point Number 2091, Northing 769464.31, Easting 484362.63 Point Number 2092, Northing 769472.82, Easting 484349.03 Point Number 2093, Northing 769486.44, Easting 484343.90 Point Number 2094, Northing 769513.63, Easting 484360.90 Point Number 2095, Northing 769528.88, Easting 484369.41 Point Number 2096, Northing 769556.07, Easting 484379.60 Point Number 2097, Northing 769581.57, Easting 484372.81 Point Number 2098, Northing 769591.75, Easting 484349.03 Point Number 2099, Northing 769598.56, Easting 484326.93 Point Number 2100, Northing 769634.25, Easting 484309.93 Point Number 2101, Northing 769647.88, Easting 484274.25 8,182006155801 Ver 011-T0590RNE 14 . 00312.504-040..0 , 1. 6U 6 1 rlso Miller' OR: 4089 PG: 3622 New Directions in Planning,Design&Engineering i Point Number 2102, Northing 769649.57, Easting 484236.88 Point Number 2103, Northing 769647.88, Easting 484190.97 Point Number 2104, Northing 769649.57, Easting 484163.79 Point Number 2105, Northing 769673.31, Easting 484133.22 Point Number 2106, Northing 769676.75, Easting 484109.41 Point Number 2107, Northing 769675.06, Easting 484089.03 Point Number 2108, Northing 769678.44, Easting 484063.53 Point Number 2109, Northing 769690.32, Easting 484041.44 Point Number 2110, Northing 769710.68, Easting 484041.44 Point Number 2111, Northing 769727.69, Easting 484055.04 Point Number 2112, Northing 769741.31, Easting 484061.84 Point Number 2113, Northing 769775.32, Easting 484060.13 Point Number 2114, Northing 769795.69, Easting 484075.44 Point Number 2115, Northing 769821.94, Easting 484078.54 Point Number 2116, Northing 769844.8.7; as ig;484097.62 Point Number 2117, Northing 7698440 ' 6rig"_4$41-1,03 Point Number 2118, Northing 769887) , Easting 4840 Point Number 2119, Northing 780917.57, Easting 484099:8 Point Number 2120, Northing'7696w,94;Easting_484100.0 Point Number 2121, Northing 76g94 .37, asting 484(91.96 Point Number 2122, Northir''g 7G99tr1 t�1'3; st'r'i ` - 00':8 ' Point Number 2123, Northi g 7, 968.38, E st 405 . 1 Point Number 2124, North' g-7, 896,5j25,Eastrn. §404 ,2_, E-- Point Number 2125, Northm9-7 9974.13, Lasting 484048 5 J ' Point Number 2126, Northin 70 980.94, Easting 484Q70. 5 j Point Number 2127, Northing`779 03.00, Easting 484x184,19.1 a Point Number 2128, Northing 7766 :50, Easting 484163:, 9 `J Point Number 2129, Northing 77004 ?8 EEastirng_484'l8,2 Point Number 2130, Northing 770054.0 L jtirtg t`$4238:57 Point Number 2131, Northing 770052.31, Ea sting484282.74 Point Number 2132, Northing 770059.07, Easting 484318.44 Point Number 2133, Northing 770074.38, Easting 484359.21 Point Number 2134, Northing 770093.06, Easting 484384.71 Point Number 2135, Northing 770120.25, Easting 484432.28 Point Number 2136, Northing 770152.56, Easting 484452.69 Point Number 2137, Northing 770171.26, Easting 484474.78 Point Number 2138, Northing 770181.44, Easting 484491.75 Point Number 2139, Northing 770222.19, Easting 484535.94 Point Number 2140, Northing 770252.82, Easting 484556.34 Point Number 2141, Northing 770281.68, Easting 484578.44 Point Number 2142, Northing 770297.00, Easting 484585.22 Point Number 2143, Northing 770314.00, Easting 484605.63 Point Number 2144, Northing 770342.88, Easting 484637.91 Point Number 2145, Northing 770363.24, Easting 484643.00 Point Number 2146, Northing 770375.13, Easting 484614.12 Point Number 2147, Northing 770376.88, Easting 484598.81 8/18t2006-155881 We O11-TOSBORNE 15 C ::_:...• ,00312504-040-O r^ • 16O6 WilsonMiller' OR: 4089 PG: 3623 New Directions In Planning,Design&Engineering ' e Point Number 2148, Northing 770385.38, Easting 484588.62 Point Number 2149, Northing 770381.94, Easting 484556.34 Point Number 2150, Northing 770390.43, Easting 484503.66 Point Number 2151, Northing 770400.63, Easting 484476.47 Point Number 2152, Northing 770397.25, Easting 484462.87 Point Number 2153, Northing 770385.38, Easting 484454.38 Point Number 2154, Northing 770366.62, Easting 484456.07 Point Number 2155, Northing 770334.38, Easting 484466.29 Point Number 2156, Northing 770317.38, Easting 484464.56 Point Number 2157, Northing 770285.06, Easting 484442.47 Point Number 2158, Northing 770264.69, Easting 484406.78 Point Number 2159, Northing 770256.18, Easting 484347.32 Point Number 2160, Northing 770246.00, Easting 484313.35 Point Number 2161, Northing 770220.50, Easting 484279.34 Point Number 2162, Northing 770191.62- tirq 8-484269.16 i Point Number 2163, Northing 77016 . 3; `astir�g4 2 9: 6 Point Number 2164, Northing 770. 4 ;l=asting 484417\ Point Number 2165, Northing 7761;2$,.75, Easting 48423 :47 Point Number Point Number 2167, Northin f 770115":19; Easting 484301.188 Point Number 2168, NorthitI 7 01 r sin �g ,- g 4i7 17 Point Number 2169, Northing 71 0 28. 5,1E sten 4 1 Point Number 2170, Northing-7 9A 4, s�in 48415.59 Point Number 2171, Northi `- Ofi71`r93;Fasting 4 165:5x ,' Point Number 2172, Northin ,.7. 7196.75, Easting 4a1721281,•,' � Point Number 2173, Northing 19235.81, Easting 48#1$5 O Point Number 2174, Northing 7762 .8,32, Easting 48419 ;64 Point Number 2175, Northing776 1 9(SB;�sting�8430'��i°6 Point Number 2176, Northing 7703 9:2 ,isting iM213:07 Point Number 2177, Northing 770349.68,`Easting-484207.96 Point Number 2178, Northing 770376.88, Easting 484202.87 Point Number 2179, Northing 770398.94, Easting 484192.69 Point Number 2180, Northing 770438.00, Easting 484155.28 Point Number 2181, Northing 770444.81, Easting 484141.69 Point Number 2182, Northing 770453.31, Easting 484111.12 Point Number 2183, Northing 770451.63, Easting 484094.12 Point Number 2184, Northing 770463.50, Easting 484058.44 Point Number 2185, Northing 770475.43, Easting 484049.94 Point Number 2186, Northing 770499.18, Easting 484051.62 Point Number 2187, Northing 770531.50, Easting 484058.44 Point Number 2188, Northing 770555.25, Easting 484063.53 Point Number 2189, Northing 770568.87, Easting 484063.53 Point Number 2190, Northing 770606.25, Easting 484041.44 Point Number 2191, Northing 770621.57, Easting 484029.53 Point Number 2192, Northing 770636.87, Easting 484024.43 Point Number 2193, Northing 770653.81, Easting 484026.16 atan0c6.100881 Ver 01I.TOSBORNE 16 cuu 03312,504-040••0 • ,.. I 160 6 WiIsOnMlllere OR: 4089 PG: 3624 NewDirections In Planning,Design&Engineering Point Number 2194, Northing 770681.00, Easting 484022.74 Point Number 2195, Northing 770713.31, Easting 484014.25 Point Number 2196, Northing 770730.32, Easting 484015.94 Point Number 2197, Northing 770747.31, Easting 484021.07 Point Number 2198, Northing 770781.31,Easting 484032.94 Point Number 2199, Northing 770801.68, Easting 484055.04 Point Number 2200, Northing 770822.06, Easting 484068.62 Point Number 2201, Northing 770847.56,Easting 484063.53 Point Number 2202, Northing 770866.25, Easting 484068.62 Point Number 2203, Northing 770908.76, Easting 484092.41 Point Number 2204, Northing 770941.00, Easting 484128.09 Point Number 2205, Northing 770946.13, Easting 484170.59 Point Number 2206, Northing 770966.50, Easting 484207.96 Point Number 2207, Northing 770988.63, Easting 484235.15 Point Number 2208, Northing 771029 - • '84 47.06 Point Number 2209, Northing 7710. .68, i'i • :}' :Q6 Point Number 1127, Northing 7714.. 2;Easting 4; •!4f1 POINT OF BEGINNING) Containing 90.03 acres more or I: s. Subject to easements of re rd. Bearings are based on the ort i =er.'o —Ta _ , '6 outh, Range 28 East, Collier County, Florida being Nort 89 0 45' al EC Sit 0/2005155001 V. O11•TOS8OAHE cm17 ., oulzsocaa•o .... 1606 IsOnMlller° OR: 4089 PG: 3625 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 7 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: _. A. THESE LINES ARE BASED ON INTE POi Te* AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: -- N 1. DATE OF PHOTOGRAPHY:4 3 --- i. 2. NEGATIVE SCALE: 1:36004' -/ 3. PIXEL DIAMETER:2.5' /c„ _ '�----__,.-,/ 4. TARGET SCALE: 1"=500' ""`'" _„. 5. SCALE NOT TO EXCEE 1"- 0� �} 6, THIS IMAGERY HAS NO B� MCA H OR (IT-C\N Rn E TO MEET MINIMUM TECHNICAL ,,,,\ � it I ( , I !., STANDARDS OR NATIO AL\`MAPAC� C?"STANDA 'S 7. VERTICAL ELEVATION C,mgES WILL CAUSE H@RZO T.tzp,SPLACEMENT. EVERY EFFORT HAS \`:;-0 BEEN MADE TO MINIMIZET' :FS EFFECT FOR CRITIC'A TURES, 8, IN AREAS WHERE TALL STR,C;TJRNS OR TREES `CS LEAN TO OBSTRUCT FEATUR ,8 SURES- R OSAIC �� KED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS PROD ..T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROV ' ,t IN t •R ,i.r4, }'T; ' ; : r BY. DATE 8-08-05 !'*y \ .644, 6627 WILSONMuL ",4 *,:--I t 0.V,ENGINEERS AND LAND SURVEYORS, NOT VALID W 11%1T: I•CNtRTURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND}VFA ;; NOT BASED ON FU)�,, r`EY.OF SUBJECT LANDS. CERTIFICATE OF AUTi tGir IZATION#LB-43 REF 2H-99 8!,82005155801 Ver.011.TO$aORNE 1 °043 V 03312-504-640.•0 ID 160 6 Wilsi nMiller® OR: 4089 PG: 3626 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7-PARCEL A-2-WADING BIRD PARCEL) (EXHIBIT E) All that part of Sections 28 and 33,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southwest corner of Section 28,Township 46 South, Range 28 East, Collier County, Florida. (Point Number 2443, Northing 765769.82, Easting, 482763.06); Thence along the south line of said Section 28 North 8B°49'07" East, 2530.10 feet to(Point Number 2444, Northing, 765821.98, E a tinge 243); Thence leavingsaid south line d '0'f 1t 63"W T N ,rt�t �. st, t; eat to(Point Number 1471, Northing 766372.12, Easting 48528'.28)POINT OF BE t NI G; Thence leaving said line in (rai•ht li/i t=•m:•ts thro gh the foil wing vertices,(Points 1472 ---[through 1723 inclusive) Point Number 1472, Northi`` .6 70 1,4s i • 1. y:52E-, Point Number 1473, Northirl •• 6 .31, a"sting ;t:52 • c Point Number 1474, Northin 7,6 361.75, Easting 4: 93 10 Point Number 1475, Northing.7.•'52.69, Easting 481 •.7 ..O Point Number 1476, Northing 7.6 '5 93, Easting 48515,21-) Point Number 1477, Northing 76; �, -E.ast 48 Point Number 1478, Northing 766343. 7,' ptiw t0, .15 Point Number 1479, Northing 766324.81,`Easting-48 095.03 Point Number 1480, Northing 766317.25,Easting 485076.94 Point Number 1481, Northing 766311.69, Easting 485066.31 Point Number 1482, Northing 766309.00, Easting 485061.09 Point Number 1483, Northing 766307.01, Easting 485055.87 Point Number 1484, Northing 766304.26, Easting 485048.65 Point Number 1485, Northing 766300.69, Easting 485039.25 Point Number 1486, Northing 766298.70, Easting 485029.56 Point Number 1487, Northing 766296.19, Lasting 485017.37 Point Number 1488, Northing 766295.22, Easting 485013.69 Point Number 1489, Northing 766294.26, Easting 485010.00 Point Number 1490, Northing 766291.63, Easting 485000.04 Point Number 1491, Northing 766287.13, Easting 484978.90 Point Number 1492, Northing 766285.62, Easting 484940.43 Point Number 1493, Northing 766288.51, Easting 484927.19 Point Number 1494, Northing 766290.88, Easting 484916.32 Point Number 1495, Northing 766292.41, Easting 484900.92 Offices strategically located to serve our clients 800.649.4336 Napiesivotporate Office 3207 Bailey Lane,Suite 200•Naples,Florida 34105.239.649.4040•Fax 239.643.5716 — 11,23,2005-150008 ver.011-GLAND wilsonmiller.Com "03312401-040vwwF Y0107 1 WnsonMllle;lnc.—FL Llc./LC-0000770 C) 1613 0 6 Is( nMiiler. OR: 4089 PG: 3627 New Directions in Planning,Design&Engineering Point Number 1496, Northing 766293.12, Easting 484893.69 Point Number 1497, Northing 766295.17, Easting 484884.53 Point Number 1498, Northing 766297.68, Easting 484873.31 Point Number 1499, Northing 766299.19, Easting 484862.76 Point Number 1500, Northing 766300.69, Easting 484852.21 Point Number 1501, Northing 766303.69, Easting 484841.28 Point Number 1502, Northing 766306.68, Easting 484830.34 Point Number 1503, Northing 766307.50, Easting 484823.94 Point Number 1504, Northing 766308.25, Easting 484817.53 Point Number 1505, Northing 766309.58, Easting 484805.83 Point Number 1506, Northing 766311.25, Easting 484791.13 Point Number 1507, Northing 766316.50, Easting 484770.00 Point Number 1508, Northing 766317.64, Easting 484764.10 Point Number 1509, Northing 766318.56, Easting 484759.34 Point Number 1510, Northing 766321,Q6 _-ski g, 246.62 Point Number 1511, Northing 76632 .�; sti ' F fi- n�8 Point Number 1512, Northing 706320-31;Fasting 8847 . Point Number 1513, Northing,7663;19.56, Easting 484706 Point Number 1514, Northing 7663 1575;Easting.4644683.28 Point Number 1515, Northing 7563113:06;Tasting 484671.42 Point Number 1516, Northing 76630 rT -E0 i 4 5 8`77 Point Number 1517, Northing 16297.68,(Easting l 46 '6Point Number 1518, Northig- 64.,E st(ng 8458 .2j t-- Point Number 1519, Northing-70272.10, Easting 455 43 Point Number 1520, Northingw76.266.00, Easting 484540 75 ,,. ) Point Number 1521, Northing\ 66246.38, Easting 48' 9,.�QQ.L.; Point Number 1522, Northing 766226,75, Easting 484451; 0/ Point Number 1523, Northing 7662 68 Easting._48 '4818 0" Point Number 1524, Northing 766194:a *§tii01464387.66 Point Number 1525, Northing 766186.81,-Easting-484370.31 Point Number 1526, Northing 766184.19, Easting 484362.03 Point Number 1527, Northing 766181.50, Easting 484353.72 Point Number 1528, Northing 766177.75, Easting 484331.84 Point Number 1529, Northing 766176.25, Easting 484309.97 Point Number 1530, Northing 766177.37, Easting 484299.83 Point Number 1531, Northing 766177.87, Easting 484295.30 Point Number 1532, Northing 766178.50, Easting 484289.62 Point Number 1533, Northing 766181.94, Easting 484270.28 Point Number 1534, Northing 766183.06, Easting 484263.97 Point Number 1535, Northing 766192.82, Easting 484245.13 Point Number 1536, Northing 766207.93, Easting 484231.56 Point Number 1537, Northing 766218.50, Easting 484222.50 Point Number 1538, Northing 766237.32, Easting 484209.69 Point Number 1539, Northing 766254.69, Easting 484205.90 Point Number 1540, Northing 766278.82, Easting 484203.66 Point Number 1541, Northing 766296,94, Easting 484205.90 8232005-,58888 Ver.011-GLAND 2 03312-504044 VWIE-28783 16U6i Wilson illere OR: 4089 pa. 3628 New Directions In Planning,Design&Engineering Point Number 1542, Northing 766324.81, Fasting 484214.97 Point Number 1543, Northing 766332,35, Fasting 484220.26 Point Number 1544, Northing 766345.19, Easting 484229.28 Point Number 1545, Northing 766354.25, Easting 484236.47 Point Number 1546, Northing 766363.25, Easting 484243.62 Point Number 1547, Northing 766379.87, Fasting 484261.72 Point Number 1548, Northing 766397.19, Easting 484285.84 Point Number 1549, Northing 766411.93, Easting 484309.06 Point Number 1550, Northing 766260.68, Fasting 484411.04 Point Number 1551, Northing 766437.18, Fasting 484675.00 Point Number 1552, Northing 766647.56, Fasting 484542.25 Point Number 1553, Northing 766463.56, Easting 484275.28 Point Number 1554, Northing 766425.13, Easting 484300.19 Point Number 1555, Northing 766421.93, Easting 484302.35 Point Number 1556, Northing 76641992EtirSg4842g98.22 Point Number 1557, Northing 766419.k Stir g 4 28450 Point Number 1558, Northing 766: ,Easting 484258!*- Point Number 1559, Northing,766381.04, Easting 484246' 5 Point Number 1560, Northing'766381:93;t=asting 484240.8 Point Number 1561, Northi g 7963681:1 Easti g 464 23.03 Point Number 1562, Northing 76,6 p ;- s 4Q7� x Point Number 1563, Northi g 7; 633t. 1,j E0sti g .841 q .1f ---- Point Number 1564, Northij g 6328�� 4`�Ea4ting 184194.60 E--, i Point Number 1565, Northirl 7 6313..18,•Eastin 18 06 /�` 9 Point Number 1566, Northin� 766293.75, Fasting 4 185 84 1 Point Number 1567, Northing\766 76.00, Easting 4841'8 . Point Number 1568, Northing 76`6- 7,92, Easting 484166; `� Point Number 1569, Northing 766. 50:t)0L Easting_4 4 '�ted` Point Number 1570, Northing 766239:6 ,t stigs9 _192:32 Point Number 1571, Northing 766228.69,Easting-484196.76 Point Number 1572, Northing 766217.75, Easting 484201.18 Point Number 1573, Northing 766197.56, Easting 484210.91 Point Number 1574, Northing 766181.38, Easting 484226.29 Point Number 1575, Northing 766170.87, Easting 484241.62 Point Number 1576, Northing 766164.37, Easting 484258.63 Point Number 1577, Northing 766163.72, Easting 484261.17 Point Number 1578, Northing 766163.02, Easting 484263.94 Point Number 1579, Northing 766160.75, Easting 484272.74 Point Number 1580, Northing 766157.12, Easting 484286.91 Point Number 1581, Northing 766157.57, Easting 484297.85 Point Number 1582, Northing 766157.94, Easting 484308.75 Point Number 1583, Northing 766158.75, Easting 484325.71 Point Number 1584, Northing 766158.75, Easting 484341.09 Point Number 1585, Northing 766152.25, Easting 484355.65 Point Number 1586, Northing 766145.82, Easting 484366.16 Point Number 1587, Northing 766132.87, Easting 484372.63 8232885-158898 ver.ON GLAND G"' 3 83312-584810 WINK-28783 • 1606 Wil nMiller � ' iq New Directions In Planning,Design&Engineering { OR: 4089 PG: 3629 f Point Number 1588, Northing 766126.81, Easting 484377.08 Point Number 1589, Northing 766120.75, Easting 484381.53 Point Number 1590, Northing 766100.50, Easting 484380.72 Point Number 1591, Northing 766069.00, Easting 484376.66 Point Number 1592, Northing 766044.69, Easting 484366.97 Point Number 1593, Northing 766009.13, Easting 484353.22 Point Number 1594, Northing 765988.91, Easting 484339.47 Point Number 1595, Northing 765968.68, Easting 484325.71 Point Number 1596, Northing 765947.69, Easting 484308.75 Point Number 1597, Northing 765919.38, Easting 484286.91 Point Number 1598, Northing 765887.87, Easting 484266.69 Point Number 1599, Northing 765857.94, Easting 484244.88 Point Number 1600, Northing 765823.13, Easting 484224.66 Point Number 1601, Northing 765808.19, Easting 484214.95 Point Number 1602, Northing 765793.6;E ti 484205.25 Point Number 1603, Northing 7657 q�4 s ' g 84,118 . 3 Point Number 1604, Northing 765 6;Easting 48~41 0?4j7 Point Number 1605, Northing 76576� `.48, Easting 48416 . Point Number 1606, NorthinV76570?:69;Easting,484.160.7 Point Number 1607, Northing 765676} ftFa ting 484 49.43 Point Number 1608, Northing 70 6,5e93;`E IC) . `(Point Number 1609, Northi, 7 5 20: 9,( '{Point Number 1610, Northing7 5 Q§� 48413 .2$ Point Number 1611, Northin -7 5 9 68,Easting 4841338 7 Point Number 1612, Northin 65571.69, Easting 484129 22 � Point Number 1613, Northing 45 2.06, Easting 4842.7j, .O/ Point Number 1614, Northing EZ55 0 63, Easting4841 35r,R j/ Point Number 1615, Northing 76552$;68-Easting 484 340 Point Number 1616, Northing 765523:11, anti g 422:75 Point Number 1617, Northing 765516.94:-Easting-484-121.63 Point Number 1618, Northing 765511.81, Easting 484120.72 Point Number 1619, Northing 765500.49, Easting 484118.72 Point Number 1620, Northing 765480.75, Easting 484116.16 Point Number 1621, Northing 765463.31, Easting 484113.87 Point Number 1622, Northing 765437.44, Easting 484108.21 Point Number 1623, Northing 765420,44, Easting 484104.16 Point Number 1624, Northing 765395.37, Easting 484100.94 Point Number 1625, Northing 765366.31, Easting 484092.03 Point Number 1626, Northing 765348.13, Fasting 484086.15 Point Number 1627, Northing 765336.37, Easting 484082.35 Point Number 1628, Northing 765314.56, Easting 484075.87 Point Number 1629, Northing 765260.37, Easting 484058.06 Point Number 1630, Northing 765240.12, Easting 484052.00 Point Number 1631, Northing 765219.94, Fasting 484045.94 Point Number 1632, Northing 765186.75, Easting 484035.44 Point Number 1633, Northing 765168.56, Easting 484028.56 8232005-,58888 Ver.OHI.GLAND 4 03312.504046 VWRX-28183 0 160 6 WilsonMiller OR: 4089 PG: 3630 �' New Directions In:tanning,Design&Engineering Point Number 1634, Northing 765150.37, Easting 484021.68 Point Number 1635, Northing 765100.25, Easting 484007.12 Point Number 1636, Northing 765060.63, Easting 483995.82 Point Number 1637, Northing 765022.62, Easting 483983.68 Point Number 1638, Northing 764976.50, Easting 483968.31 Point Number 1639, Northing 764944.18, Easting 483959.41 Point Number 1640, Northing 764919.50, Easting 483952.72 Point Number 1641, Northing 764913.54, Easting 483951.11 Point Number 1642, Northing 764905.38, Easting 483948.90 Point Number 1643, Northing 764870.62, Easting 483939.22 Point Number 1644, Northing 764832.62, Easting 483925.47 Point Number 1645, Northing 764802.68, Easting 483914.94 Point Number 1646, Northing 764788.06, Easting 483908.16 Point Number 1647, Northing 764767.88, Easting 483898.78 Point Number 1648, Northing 764741. ti.g a:38:•.22 Point Number 1649, Northing 764 .tj tI' _ 0s Point Number 1650, Northing7 $ Easting • o :> C�,. 48 S Point Number 1651, Northing 6 79, Easting 483:' '. 9 Point Number 1652, Northinc'764 9;Easting. 832.4 Point Number 1653, Northi g 7946 isti g 483.17.91 Point Number 1654, Northi�ig 7 :;4 1.. -s: <• .'°r Point Number 1655, Northi g 4;18.:6, E st e a. : Point Number 1656, North' • +/JJ/r�'t s. t • ! :3771.• Point Number 1657, Northi 742.94, asting 40376. 40 Point Number 1658, Northing 587.56, Easting 4837,60 50 <.J Point Number 1659, Northing \; 73.00, Easting 48176 . Point Number 1660, Northing 50,Easting 4837,50X„: Point Number 1661, Northing 76 5'& � ting 48 74 Point Number 1662, Northing 76454 . . ,IEI ti® 48.12 Point Number 1663, Northing 764521.25, ti 3680.44 Point Number 1664, Northing 764515.62, Easting 483668.31 Point Number 1665, Northing 764507.51, Easting 483659.44 Point Number 1666, Northing 764389.50, Easting 483593.12 Point Number 1667, Northing 764187.31, Easting 483661.03 Point Number 1668, Northing 764231.38, Easting 483780.72 Point Number 1669, Northing 764231.03, Easting 483780.72 Point Number 1670, Northing 764218.88, Easting 483780.72 Point Number 1671, Northing 764209.94, Easting 483778.28 Point Number 1672, Northing 764196.19, Easting 483774.25 Point Number 1673, Northing 764187.31,Easting 483769.40 Point Number 1674, Northing 764176.82, Easting 483763.75 Point Number 1675, Northing 764160.63, Easting 483752.41 Point Number 1676, Northing 764145.25,Easting 483745.94 Point Number 1677, Northing 764133.12, Easting 483737.06 Point Number 1678, Northing 764118.56, Easting 483732.19 Point Number 1679, Northing 764103.18, Easting 483728.97 N23.2oo8.188888 Ver.011-GLAND 5 ..., 03�103312501-040- W V RK-7/3783 q�.. 1 6 0 6 Wilso New Directions In Planning,Design&Engineering OR: 4089 PG: 3631 Point Number 1680, Northing 764087.87, Easting 483724.90 Point Number 1681, Northing 764074.12, Easting 483723.31 Point Number 1682, Northing 764053.88, Easting 483723.31 Point Number 1683, Northing 764041.74, Easting 483721.68 Point Number 1684, Northing 764030.44, Easting 483719.26 Point Number 1685, Northing 764012.62, Easting 483716.03 Point Number 1686, Northing 763992.44, Easting 483709.56 Point Number 1687, Northing 763968.18, Easting 483700.66 Point Number 1688, Northing 763931.00, Easting 483683.68 Point Number 1689, Northing 763877.68, Easting 483662.50 Point Number 1690, Northing 763867.94, Easting 483658.63 Point Number 1691, Northing 763830.02, Easting 483645.38 Point Number 1692, Northing 763816.93, Easting 483640.81 Point Number 1693, Northing 763756.32, Easting 483615.76 Point Number 1694, Northing 763756.1,-E sf g-4S3615.75 Point Number 1695, Northing 7637.024�3�' tjihg(4$45 393 Point Number 1696, Northing 76365 ; '{;"fasting 4:838 4?53\ Point Number 1697, Northing 7636'{' .25, Easting 48355 Point Number 1698, Northing"763580:06;-Easting 43542. Point Number 1699, Northing 763544:44tstippg 4 3 27.62 Point Number 1700, Northing 7639,1:2113stirs S3 15,..5517 Point Number 1701, Northi g 7I33478. 2st'4n 1.x4 Point Number 1702, Northi�ig,7� 3(53,-88sffr 8349 . 1 F., Point Number 1703, Northi9,.7 3420.75-,-Ea-sting- 34 Point Number 1704, Northin 7 391.63, Easting 4 x,459 69/•.D Point Number 1705, Northin �lb��. 75.44, Easting 480 .3S�.0 Point Number 1706, Northing t33 ,0.06, Easting 48342 ' Point Number 1707, Northing 763 OQ,Easting 4$341 .; Point Number 1708, Northing 763346.3. ;j sti g 833$5:31 Point Number 1709, Northing 763349.57;Eastinng 483368.31 Point Number 1710, Northing 763354.44, Easting 483348.09 Point Number 1711, Northing 763359.31, Easting 483332.75 Point Number 1712, Northing 763366.56, Easting 483305.25 Point Number 1713, Northing 763373.06, Easting 483279.37 Point Number 1714, Northing 763381.12, Easting 483255.12 Point Number 1715, Northing 763390.00, Easting 483224.37 Point Number 1716, Northing 763398.94, Easting 483202.56 Point Number 1717, Northing 763455.37, Easting 483026.56 Point Number 1718, Northing 763506.38, Easting 482889.40 Point Number 1719, Northing 763521.19, Easting 482851.40 Point Number 1720, Northing 763526.81, Easting 482844.03 Point Number 1721, Northing 763541.56, Fasting 482824.54 Point Number 1722, Northing 763563.81, Fasting 482801.37 Point Number 1723, Northing 763583.24, Easting 482791.16 Thence North 23°19'18"West, 25.59 feet to the west line of the aforementioned Section 33 (Point Number 1724, Northing 763606.74, Easting 482781.03) a2srs005.156666 Vor 011-GLAND 6 . 03312.501-010-V WAX.26763 0 160 6 WiIst,nMiller` OR: 4089 PG: 3632 New Directions In Planning,Design&Engineering Thence along said west line North 00°28'14"West, 238.17 feet to(Point Number 1725, Northing 763844.90, Easting 482779.05) Thence leaving said line in straight line segments through the following vertices, (Points 1726 through 1742 inclusive) Point Number 1726, Northing 763849.25, Easting 482780.03 Point Number 1727, Northing 763904.87, Easting 482795.81 Point Number 1728, Northing 763938.63, Easting 482811.71 Point Number 1729, Northing 763865.50, Easting 482999.41 Point Number 1730, Northing 763866.38, Easting 483002.69 Point Number 1731, Northing 764032.00, Easting 483060.06 Point Number 1732, Northing 764161.06, Easting 483104.46 Point Number 1733, Northing 764169.3 ti g 48 102.69 Point Number 1734, Northing 7641 8 tih0 63 Point Number 1735, Northing 764 �$;' asting 4 301, 6 Point Number 1736, Northing 3.94 Easting ng 48292 �g Point Number 1737, Northing 762 8:-1-2;E?stingg 4> 883. Point Number 1738, Northin 7S4258: a i 2:73.62 Point Number 1739, Northii 7 '.l4•, ....1 v . ;.: :� 1. - Point Number 1740, Northi g 7446, - ng 1; . Point Number 1741, Northie4 9. e0, :828 .1 Point Number 1742, Northi ., a:.9•, .sti • •x:28 Thence North 23°19'18"West _.. 9 feet to the wes' e •f tom-forementioned Section 33 (Point Number 1743, Northing 3'82.28, Easting 4827 ,.9 - Thence along said west line North " '+,e�slt, 7�eet to(Point Number 1745, Northing 764064.74, Easting 482777.23) Thence leaving said line in straight line segments through the following vertices,(Points 1746 through 1816 inclusive) Point Number 1746, Northing 764273.19,Easting 482828.16 Point Number 1747, Northing 764306.00, Easting 482840.50 Point Number 1748, Northing 764338.87, Easting 482863.78 Point Number 1749, Northing 764348.50,Easting 482900.75 Point Number 1750, Northing 764356.63,Easting 482960.97 Point Number 1751, Northing 764365.44, Easting 482984.57 Point Number 1752, Northing 764445.13, Easting 483017.03 Point Number 1753, Northing 764672.31, Easting 483096.72 Point Number 1754, Northing 764918.25, Easting 483189.79 Point Number 1755, Northing 765044.07, Easting 483244.37 Point Number 1756, Northing 765190.75, Easting 483308.03 Point Number 1757, Northing 765234.32, Easting 483347.84 M34005.,8068E Ver.011.GLAND 7 03312404440-VWRK-28783 1606 Wi1sOnMiller' New Directions In Planning,Design&Engineering OR: 4089 PG: 3633 Point Number 1758, Northing 765294.07, Easting 483416.29 Point Number 1759, Northing 765351.31, Easting 483449.87 Point Number 1760, Northing 765414.75, Easting 483476,00 Point Number 1761, Northing 765513.06, Easting 483541.96 Point Number 1762, Northing 765641.62, Easting 483623.12 Point Number 1763, Northing 765712.19, Easting 483667.66 Point Number 1764, Northing 765856.94, Easting 483757.56 Point Number 1765, Northing 765866.49, Easting 483763.47 Point Number 1766, Northing 765889.26, Easting 483775.12 Point Number 1767, Northing 765973.51, Easting 483818.25 Point Number 1768, Northing 766126.56, Easting 483900.37 Point Number 1769, Northing 766252.37, Easting 483978.12 Point Number 1770, Northing 766263.44, Easting 483985.00 Point Number 1771, Northing 766306.13, Easting 484016.44 Point Number 1772, Northing 766310.75, 4tiN 484019.85 Point Number 1773, Northing 766371: 5 Sting44 1. 7}$2 Point Number 1774, Northing 7664056,Easting 484.0''1 , Point Number 1775, Northing 76646`6.31, Easting 484204;41 Point Number 1776, Northing'766563.38,Easting 4$4314.7 Point Number 1777, Northing 766633.06, astitg 484440.43 Point Number 1778, Northing 786680.38;- stip .04820'097. Point Number 1779, Northi� 7. 6 18. 3, Eastin 68.5 9 � I Point Number 1780, Northing 7� ,6r 58r,2�1,iEjastin 84674.4U F.-,, Point Number 1781, Northirtg.�7 6776.18,E`�a'sting 48472`99`1.6 Point Number 1782, Northing-76 801.06, Easting 44864181 Point Number 1783, Northing 7$6791.43, Easting 4848$20 ru Point Number 1784, Northing 766796,41, Easting 48490!Q Point Number 1785, Northing 76681O:3Q;,Easting 4849. 17 Point Number 1786, Northing 766759.4; : sti 60 1 Point Number 1787, Northing 766706.98,-Easting-485097.53 Point Number 1788, Northing 766553.55, Easting 485366.02 Point Number 1789, Northing 766552.14, Easting 485368.49 Point Number 1790, Northing 766546.68, Easting 485378.05 Point Number 1791, Northing 766546.62, Easting 485378.14 Point Number 1792, Northing 766546.57, Easting 485378.23 Point Number 1793, Northing 766546.57, Easting 485378.24 Point Number 1794, Northing 766546.56, Easting 485378.25 Point Number 1795, Northing 766546.56, Easting 485378.25 Point Number 1796, Northing 766546.56, Easting 485378.26 Point Number 1797, Northing 766546.56, Easting 485378.26 Point Number 1798, Northing 766546.56, Easting 485378.25 Point Number 1799, Northing 766544.99, Easting 485374.58 Point Number 1800, Northing 766543.99, Easting 485372.23 Point Number 1801, Northing 766538.07, Easting 485358.38 Point Number 1802, Northing 766531.94, Easting 485340.12 Point Number 1803, Northing 766529.94, Easting 485313.75 823r2.305-,59568 Ver:Ott-GLAND 8 CA*0 0331250/k10-V W F5C.28781 160 6 WilspnMiller' -= New Directions In Planning,Design&Engineering OR: 4089 P G: 3634 OR: Point Number 1804, Northing 766534.00, Easting 485297.53 Point Number 1805, Northing 766550.19, Easting 485297.53 Point Number 1806, Northing 766558.31, Easting 485277.25 Point Number 1807, Northing 766544.12, Easting 485244.81 Point Number 1808, Northing 766523.81, Easting 485236.68 Point Number 1809, Northing 766499.50, Easting 485250.88 Point Number 1810, Northing 766475.18,Easting 485269.12 Point Number 1811, Northing 766450.81, Easting 485275.21 Point Number 1812, Northing 766430.56, Easting 485285.35 Point Number 1813, Northing 766430.41, Easting 485285.35 Point Number 1814, Northing 766423.50, Easting 485285.35 Point Number 1815, Northing 766398.12, Easting 485285.35 Point Number 1816, Northing 766385.50, Easting 485283.37 Point Number 1471, Northing 766372.12, Easting 485281.28 POINT OF BEGINNING; Containing 51.37 acres more or le : - Coo, Subject to easements of recordO .T Bearings are based on the nort 4i of Section 28,Town-'ip 4. South, Range 28 East, Collier County, Florida being North 8W0014- - . C 0 IMF, V..., 74 �� , ‘ I 7 1E CIRC 8/23I200b.ee Vi On.GLAND 03312504010 vw <-28783 1606 Wi/sOnMillerOR: 4089 PG: 3635 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 7 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: � COU 1. DATE OF PHOTOGRAPHY:4/ 3 � 1�T 2. NEGATIVE SCALE: 1:36000 C 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEE 1"= 6. THIS IMAGERY HAS NOT B!i • �1tT • .R1 - • E- TO MEET MINIMUM TECHNICAL STANDARDS OR NATI P •.0- t AND'R S. 7. VERTICAL ELEVATION ...: ", ' I U ElsRI c % .PLACEMENT.EVERY EFFORT HAS BEEN MADE TO MINIMIZ EFFECT FOR CR A Ez RES. 8. IN AREAS WHERE TALL S URES OR TREES C LEANIITO OBSTRUCT FEATU"E POSURES WE: 440:AICKED IN AN EFFORT TO THE EFFECT. E CigC 9. THIS PROD _ IS SIMILAR IN ACCURA rTo-R CTIFIED ENLARGEMENTS, EXCEPT PRO o r, IN • D ` n RMAT. DATE 8-08-05 �; ,,r✓ ;, ', M.LS#5627 WILSON I ' OISTERED ENGINEERS AND LAND SURVEYORS. Nb:TV",LII ; . • SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURV,YQf A f:. PPER, NOT BA -' LC.SURVEY OF SUBJECT LANDS. CERTIFICA , t/THORIZATION#LB-43 REF 2H-99 ''j'' {` maims. wee Ver.011-GLAND N 03314.5048/0.VWRK-287e3 10 CAM 1606 WilstinMiller® OR: 4089 PG: 3636 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 22 AND 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL B-OTHER LISTED SPECIES) (EXHIBIT E) All that part of Sections 22 and 27,Township 46 South, Range 28 East,Collier County,Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 27,Township 46 South,Range 28 East,Collier County,Florida. Thence along said north line of said Section 27,North 88°59'47" East,544.11 feet,to the POINT OF BEGINNING; (Point Number 573,Northing 771170.47, Easting 488502.29); Thence along said north line North 88°59'47"East 777.69 feet to(Point Number 576,Northing 771184.10, Easting 489279.86) ,1,._..--- Thence leaving said line in straight-line rt e ite_h ►�t`t}4-f !lowing vertices,(Points 577 through 579 Inclusive) 1 Point Number 577,Northing 772 6.5 ,Easting 489264.73 Point Number 578,Northing 77 549 • astin 905894HER.1N ER REFERRED TO \AS P• NT 'A" Point Number 579,Northing 7'25; . .w ,a • 4 2 RIA ER REFERRED TO S 01 T'B" Thence along the east line of e' - n-•es rises p Sou -0 ° 221'East, 1342.58 feet to a point on said north line of said Secti.n_2 (Point Number 580, rthi g 7 T 21 .20, Easting 491261.54) Thence along the north line of sit�Ir. ction 27 North 88° , 7" E .09 feet to(Point Number 581, Northing 771225.17, Easting 491 9, CJ Thence leaving said line in straight-In ents through thrgy►ng vertices,(Points 582 through 631 &573 inclusive) r � -c' (- Point Number 582,Northing 772567.63, Easting 9 36 Point Number 583,Northing 772573.53,Easting 491909.42 Point Number 584, Northing 771333.35, Easting 491920.69 HEREINAFTER REFERRED TO AS POINT"C" Point Number 585, Northing 771291.04,Easting 491800.20 Point Number 586, Northing 771341.91, Easting 491677.84 Point Number 587,Northing 771102.33, Easting 491749.23 Point Number 588, Northing 770950.54, Easting 491802.25 Point Number 589,Northing 770847.16, Easting 491828.92 Point Number 590,Northing 770739.68,Easting 491834.56 1 Point Number 591,Northing 770582.14, Easting 491856.71 Point Number 592,Northing 770335.17, Easting 491693.64 HEREINAFTER REFERRED TO AS POINT"D" Point Number 593, Northing 770318.76, Easting 491480.21 Point Number 594, Northing 770285.95, Easting 491343.49 Point Number 595,Northing 770139.90, Easting 491131.60 Point Number 596, Northing 770203.08, Easting 491077.35 Point Number 597, Northing 770363.89, Easting 491060.73 Offices strategically located to serve our clients 800.849.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 207•Naples,Florida 34105.239.649.4040• Fax 239.643.5716 -'" wllsonmlller.com BRY2o05•,35882 Yoc Oil.TOSBORNE00443 1 03312504440••0 WllsonMilbtlnc.—FL Lk.,LC•C00017O W 160 6 WllsinMiller® OR: 4089 PG: 3637 New Directions In Planning,Design&Engineering Point Number 598,Northing 770631.37,Easting 491052.73 HEREINAFTER REFERRED TO AS POINT"E" Point Number 599,Northing 770613.42, Easting 491021.75 Point Number 600, Northing 770574.76,Easting 490954.99 Point Number 601, Northing 770554.64,Easting 490878.23 Point Number 602,Northing 770563.43,Easting 490785.97 Point Number 603,Northing 770594.18, Easting 490689.32 Point Number 604,Northing 770642.52,Easting 490632.21 Point Number 605,Northing 770800.67, Easting 490509.19 Point Number 606,Northing 770936.87, Easting 490408.15 Point Number 607,Northing 771024.73, Easting 490307.11 Point Number 608, Northing 771033.52, Easting 490258.77 HEREINAFTER REFERRED TO AS POINT"F" Point Number 609,Northing 771046.70,Easting 490113.80 Point Number 610,Northing 771086.23, Easting 489995.17 Point Number 611,Northing 771125.77, Easti g-4898-15. 6 Point Number 612,Northing 771130.16 sf $9� . Point Number 613, Northing 771147.77 j"489503-.9. 1/T?, Point Number 614,Northing 7711 77 , sting 489362.54 Point Number 615, Northing 771 5. Easting 489340.85 Point Number 616,Northing 77 119 5 asting 89314. Point Number 617, Northing 77 91 .86, as ,48'147.00 Point Number 618,Northing 7 09. 17 tt"—' 9-`I:: ER` giti ER REFERRED TO Point Number 619,Northing 7 9' .4 , ti g 3 a63 'POINT L, [.,.,.,, Point Number 620, Northing 7 0;r:c. 5 as Ing- -.1 qy Point Number 621,Northing 7 I1, 98,Easting 489060.8 „b Point Number 622,Northing 770, ..2, Easting 488917.21 .d Point Number 623, Northing 770 Easting 488903.80 („ Point Number 624, Northing 77076 13.`aok ting 488901.24 . Point Number 625, Northing 770769. a i 888 Point Number 626, Northing 770790.89, E�as;tli- 8 Point Number 627,Northing770840.60,Easting .62 Point Number 628, Northing 770891.47,Easting 488628.50 Point Number 629,Northing 771021.10,Easting 488468.81 Point Number 630, Northing 771071.97,Easting 488450.25 Point Number 631, Northing 771160.59, Easting 488498.86 Point Number 573, Northing 771170.47, Easting 488502.29(POINT OF BEGINNING)HEREINAFTER REFERRED TO AS POINT"H" 84522006-155862 Ver.011-TOS12O12NE C0.0431 03312-S0e-010--0 160 6 WilsOnMiller® New Directions In Planning,Design&Engineering OR: 4 0 8 9 PG, 3 6 Ua3 8 ....=,......=,..n o (J LESS& EXCEPT THEREFROM THE FOLLOWING(13)PARCELS PARCEL B1 COMMENCING at the northwest corner of Section 27,Township 46 South, Range 28 East,Collier County, Florida. Thence along said north line of said Section 27, North 88°59'47" East,544.11 feet to(Point Number 573, Northing 771170.47, Easting 488502.29); Thence continue along said north line North 88°59'47" East 777.69 feet to(Point Number 576, Northing 771184.10, Easting 489279.86) Thence leaving said north line North 00°38'44"East 1342.51 feet to(Point Number 577,Northing 772526.52, Easting 489264.73); Thence along the north line of Parcel B North 88°59'17"East 827.19 feet to the POINT OF BEGINNING (Point Number 2230,Northing 772541.14, Ea�sttii g-49QQ92.51); Z. Thence continue along the north line f" a C ai ittth� a�xt,1- erein described North 88°59'17"East 472.26 feet to Point Number 22317 g 772549.48,East 19b 64.70 Thence leaving said line in strai . t-lirfe gments-through�t e folio ing ertices,(Points 2232 through 2250&2230 inclusive) '-` , Point Number 2232, Northing 72 7.t9, :as ° 4'• t Point Number 2233, Northing '7246,'3, _.s 4 r ;1.98 E~ Point Number 2234,Northing 724 . ;Lasti•9-1 : :ie.98 Point Number 2235, Northing 7'o. 3.64, Easting 4905764 3 Point Number 2236,Northing 77TH, a 12, Easting 490542 o Point Number 2237, Northing 77 ; _ 5. Easting 490509.66 u Point Number 2238, Northing 7723;1. casting 490443.11 Point Number 2239,Northing 772371. Eap�,ing..490362: :-c\ Point Number 2240,Northing 772310.04, dstrr1 49a3Qir, Point Number 2241,Northing 772267.24, Eas i 49 .95 Point Number 2242, Northing 772257.74, Easting 490233.92 Point Number 2243, Northing 772252.98,Easting 490167.36 Point Number 2244, Northing 772281.51, Easting 490100.80 Point Number 2245, Northing 772333.80, Easting 490038.99 Point Number 2246,Northing 772376.59,Easting 490024.73 Point Number 2247, Northing 772428.89,Easting 490024.73 Point Number 2248, Northing 772485.94,Easting 490034.24 Point Number 2249,Northing 772518.00,Easting 490056.44 Point Number 2250, Northing 772518.31, Easting 490073.33 Point Number 2230,Northing 772541.14, Easting 490092.51)(POINT OF BEGINNING) Containing 2.70 acres more or less. tundras-1S5802 Ver.016 TO59ORNE 013,2S0404,0-0 l 1606 6 WiisOnMiller' OR: 4089 PG: 3639 New Directions In Planning,Design&Engineering PARCEL B2 BEGINNING at the aforementioned POINT"B"(Point Number 579, Northing 772561.73, Easting 491249.29) Thence along the east line of the aforementioned Parcel B and the east line of the herein described Parcel South 00°31'22"East 555.10'to(Point Number 2276, Northing 772006.64, Easting 491254.35); Thence leaving said east line in straight-line segments through the following vertices,(Points 2277 through 2286 inclusive) Point Number 2277, Northing 772010.52, Easting 491184.77 Point Number 2278, Northing 772015.27, Easting 491141.99 Point Number 2279, Northing 772043.80, Easting 491089.68 Point Number 2280, Northing 772110.35, Easting 491037.39 Point Number 2281, Northing 772186.42, Easting 490989.85 Point Number 2282, Northing 772267.24, Easting49097Q.84 Point Number 2283, Northing 772352.82,-Eastti ig?t90 Z$ Point Number 2284, Northing772476.4_�3 k a5ttin 49"1-013, \T Point Number 2285, Northing 7725,35. 4` E sting 491024.95 sN' Point Number 2286, Northing 77255 ':80, Easting 491029.71 1 7 Iii— / Thence along the north line of the for nti. . • tf-�orth line of the herein described Parcel North 88°58'31"East 2 9.6 /feet td'tP• F N b 5 C o hi g 172561.73, Easting 491249.29); ,,,(POINT OF BEGINNING) t „ � Containing 3.03 acres more or 4,./k,. al� 7,,, -..„.„ , 4 , — o AS 1y , gg1 i 823//2005-,55882 Ver.011.TOSHORNE 4 CAlll 03312-u04.040--0 0 1 6 0 6 1 i . OR: 4089 PG: 3640 WiIs rnM:ller ,1, New Directions in Planning,Design&Engineering PARCEL B3 COMMENCING at the aforementioned POINT A(Point Number 578, Northing 772549.92,Easting 490589.15); Thence South 34°09'44"East, 628.90 feet,to the POINT OF BEGINNING;(Point Number 2262, Northing 772029.53, Easting 490942.31) Thence in straight-line segments through the following vertices,(Points 2263 through 2275&2262 inclusive) Point Number 2263,Northing 771977.23, Easting 490956.57 Point Number 2264, Northing 771929.70,Easting 490942.31 Point Number 2265, Northing 771901.16, Easting 490923.29 Point Number 2266, Northing 771879.17,Easting 490936.13 Point Number 2267, Northing 771877.39, Easting 490932.80 Point Number 2268, Northing 771877.39, Easting-490870.99 Point Number 2269, Northing 771891.69,.- t904.A Point Number 2270,Northing 771939 .s tng-49076 �T , Point Number 2271, Northing 7720 . ,Easting 490756.89 • Point Number 2272, Northing 77 2 . 4, Easting 490758.66 Point Number 2273, Northing 77 0 •.2q- lig-49078046. Point Number 2274, Northing 71120 .0 , E p,49o804.4' Point Number 2275, Northing 721 ;.1, . _: • •a;;', Point Number 2262, Northing 72.'9..3, :as in. 4'0•• - el'T OF =EGINNING) Containing 0.66 acres more or le ' 'r:--, PARCEL B4'. [a? COMMENCING at the aforementione -:SIN ''B-(P--oint-N 0 79,Northing 772561.73, Easting 491249.29) I HE' C-1-11 Thence along the east line of the aforementioned Parcel B South 00°31'22" East 668.46 feet to the POINT OF BEGINNING(Point Number 2251,Northing 771893.29, Easting 491255.39); Thence continue along the east line of the aforementioned Parcel B and the east line of the herein described parcel South 00°3122" East 339.82 feet to(Point Number 2252, Northing 771553.48, Easting 491258.49); Thence leaving said east line in straight-line segments through the following vertices,(Points 2253 through 2260&2251 inclusive) Point Number 2253,Northing 771553.02, Easting 491243.26 Point Number 2254, Northing 771573.12, Easting 491199.04 Point Number 2255, Northing 771620.66,Easting 491141.99 Point Number 2256, Northing 771668.21, Easting 491108.71 Point Number 2257,Northing 771730.01, Easting 491113.46 Point Number 2258,Northing 771782.30, Easting 491127.72 Point Number 2259,Northing 771834.61, Easting 491161.00 0123/200 5-155882 Ver.011.TOSBORNE own 00012-504-040-0 160 6 -- WiI$nMiller. OR: 4089 PG: 3641 New Directions In Planning,Design&Engineering Point Number 2260, Northing 771886.90, Easting 491208.55 Point Number 2251,Northing 771893.29, Easting 491255.39(POINT OF BEGINNING) Containing 0.85 acres more or less PARCEL 85 BEGINNING at the aforementioned POINT C(Point Number 584,Northing 771333.35, Easting 491920.69); Thence along the south line of the aforementioned Parcel B the following(2)two courses&distances; 1) South 70°39'09"West 120.70 feet to(Point Number 585, Northing 771291.04, Easting 491800.20) 2) North 67°25'28"West 34.57 feet to(Point Number 2287, Northing 771304.32, Easting 491768.27) Thence leaving said south line in straight-line segment through the following vertices,(Points 2288 through 2292 inclusive) .!��` C`f�Uit/-)., �?� Point Number 2288,Northing 7713 g`aslting 491793.3 Y ,1—. Point Number 2289,Northing 77) 9 . Easting 491831.35 Point Number 2290,Northing 7143 as i 918 3 Point Number 2291,Northing 7 14 .7 - 'n• •M897.9 Point Number 2292, Northing 77149: •+ a : ' ° •J, 4Eastl49 feet to the PARCEL B6 BEGINNING at the aforementioned POI P. Dti ter b�r 5 2, Northing 770335.17, Easting 491693.64); Thence along the south line of the aforementioned Parcel B the following(3)three courses&distances; 1) South 85°36'12"West 214.06 feet to(Point Number 593, Northing 770318.76,Easting 491480.21) 2) South 76°30'04"West 140.60 feet to(Point Number 594,Northing 770285.95, Easting 491343.49) 3) South 55°25'24"West 205.15 feet to(Point Number 2310,Northing 770170.09,Easting 491175.40 Thence leaving said south line in straight-line segments through the following vertices,(Points 2311 through 2320 inclusive) Point Number 2311,Northing 770175.50, Easting 491175.37 Point Number 2312,Northing 770229.10,Easting 491194.86 Point Number 2313,Northing 770280.26, Easting 491250.90 Point Number 2314,Northing 770316.81, Easting 491367.86 0123/201:6-155062 V,r.011-7O58ORNE 6 etx3 03312-SO4-040—0 160 6 WilsonMiller° OR: 4089 PG: 3642 r New Directions In Planning,Design&Engineering Point Number 2315, Northing 770338.74, Easting 491445.83 Point Number 2316, Northing 770355.80, Easting 491523.80 Point Number 2317, Northing 770358.24, Easting 491596.90 Point Number 2318, Northing 770389.91, Easting 491677.30 Point Number 2319, Northing 770404.54, Easting 491726.04 Point Number 2320,Northing 770404.73,Easting 491739.56 Thence along the east line of the aforementioned Parcel B South 33°26'12"West 83.35 feet to(Point Number 592,Northing 770335.17, Easting 491693,64)(POINT OF BEGINNING) Containing 0.47 acres more or less PARCEL B7 COMMENCING at the aforementioned POINT E(Point Number 598, Northing 770631.37, Easting 491052.73) f_ Thence along the west line of the afor rrie #i Pa ee t ,01°42'47"East 81.17 feet to(Point Number 2323, Northing 770550.24,, ?1g91055.16)POlN.k l EGINNING; ; ��JJJ l`l Thence leaving said west line in trai yttle-segments_through th follo�nling vertices,(Points 2324 through 2326 inclusive) \1 Point Number 2324, Northing 70 ;.. 5, :as • 4. 04.1. Point Number 2325, Northing 70 t5.•6, z.s 4' 0;4..18 Point Number 2326, Northing 701 ' +; .' •• Ss .99 Thence along the west line of th 'af,{ementioned Parcel e f II. i`- (3)three courses&distances; 1) North 40°39'18"West 25.'j'�f pint Number 596,,fJ•rth, 70203.08, Easting 491077.35) 2) North 05°53'55"West 161.6 test, (,- int IJumber-59. o 1 ing 770363.89, Easting 491060.73) 3) North 01°42'47"West 186.43 feet-( otlucb 332 orthing 770550.24, Easting 491055.16) POINT OF BEGINNING; Containing 0.08 acres more or less PARCEL B8 1 COMMENCING at the aforementioned POINT E(Point Number 598, Northing 770631.37, Easting 491052.73) Thence along the south line of the aforementioned Parcel B the following(2)two courses&distances; 1) South 59°55'07"West 35.81 feet to(Point Number 599, Northing 770613.42, Easting 491021.75) 2) South 59°55'10"West 63.45 feet to(Point Number 2376, Northing 770581.62, Easting 490966.84)POINT OF BEGINNING 8232006-156882 Ver.011.TOSHORNE C 7 M] 03312.504-0{0-•0 1 6 u ,,,,,,, 0 - Wilson filler' OR: 4089 PG: 3643 New Directions In Planning,Design&Engineering Thence continue along said south line the following (2)two courses&distances; 1) South 59°55'10"West 13.69 feet to(Point Number 600, Northing 770574.76, Easting 490954.99) 2) South 75°18'59"West 79.36 feet to(Point Number 601,Northing 770554.64, Easting 490878.23) Thence leaving said south line North 73°04'01" East 92.63 feet to(Point Number 2376, Northing 770581.62, Easting 490966.84)POINT OF BEGINNING Containing 0.003 acres more or less PARCEL B9 COMMENCING at the aforementioned POINT E(Point Number 598, Northing 770631.37, Easting 491052.73) Thence North 00°02'35" Eiast 97.34 feet to-(P,...eMqueco g32 Northing 770728.71, Fasting 491052.81) POINT OF BEGINNING; 7,(6 ' ''j Thence leaving said line in straig t-lir' eg` ments through the fo IIwing,vertices, (Points 2329 through 2370&2328 inclusive) 1`~a Point Number 2329, Northing /707 2-.0,1x- 11-":4-914.‘h-1Point Number 2330, Northing 70 5. 3,' 4J9�JPoint Number 2331, Northing 706k 7 , g 4"99103 Point Number 2332, Northingfan i, actin 97-0.49 Point Number 2333, Northing 1 E 4.93, Easting 4909059 Point Number 2334, Northing 77 6 4,93, Easting 490838,1 Point Number 2335, Northing 77 r ,52 Easting 490785.97 Point Number 2336,Northing 770 7\.2a. Etasting 490724.46 .Cy Point Number 2337, Northing 770708:�1J Ea ting 490.693:71 �� Point Number 2338, Northing 770730.38,-E�astiq'g4 66 6'.-- Point Number 2339, Northing 770787.49, Easting 4 64& 9 Point Number 2340, Northing 770844.60, Easting 490636.60 Point Number 2341, Northing 770897.33, Easting 490627.81 Point Number 2342, Northing 770928.08, Easting 490632.21 Point Number 2343,Northing 771003.81, Easting 490653.16 Point Number 2344,Northing 771092.94, Easting 490699.84 Point Number 2345, Northing 771166.44, Easting 490734.66 Point Number 2346, Northing 771183.27, Easting 490742.62 Point Number 2347, Northing 771216.55, Easting 490809.19 Point Number 2348,Northing 771197.53, Easting 490894.76 Point Number 2349, Northing 771159.50, Easting 490980.34 Point Number 2350, Northing 771083.43, Easting 491056,41 Point Number 2351,Northing 771007.36, Easting 491113.46 Point Number 2352, Northing 770964.57, Easting 491127.72 Point Number 2353, Northing 770907.52, Easting 491132.48 Point Number 2354, Northing 770861.27, Easting 491143.15 Point Number 2355, Northing 770860.07, Easting 491144.07 Point Number 2356, Northing 770856.70, Easting 491147.12 8'2,2005.155862 Ver.011.TOSBORNE 8 cvu 03912-504440-•0 t 160 6 WilsQnMiller° OR: 4089 PG: 3844 -- New Directions In Planning,Design&Engineering i i 1 Point Number 2357, Northing 770854.62, Easting 491151.45 Point Number 2358, Northing 770853.97, Easting 491156.09 t Point Number 2359, Northing 770849.49, Easting 491168.28 Point Number 2360, Northing 770846.12, Easting 491171.80 Point Number 2361, Northing 770837.61, Easting 491180.47 Point Number 2362, Northing 770827.19, Easting 491188.00 Point Number 2363, Northing 770818.22, Easting 491192.97 Point Number 2364, Northing 770798.18, Easting 491196.84 Point Number 2365, Northing 770767.23, Easting 491196.84 Point Number 2366, Northing 770758.79, Easting 491192.16 Point Number 2367, Northing 770742.84, Easting 491175.28 Point Number 2368,Northing 770735.34, Easting 491167.77 Point Number 2369,Northing 770727.84, Easting 491147.13 Point Number 2370,Northing 770720.33, Easting 491129.31 Point Number 2328, Northing 770728.71, Easting 491052.81 (POINT OF BEGINNING) Containing 5.40 acres more or less 7.------ ,� r�}T PARCEL B1 i COMMENCING at the aforeme tion POINT- Point . ber 6.:,Northing 771033.52,Easting 490258.77) Thence North 44°45'14"West 10 y t F t =: - 5 ��rthi g 771183.27, Easting 490110.31)POINT OF BEGI NI ; Thence leaving said line in str f g v• the,ail i .rtices,(Points 2385 through 2427&2385 inclusive) Point Number 2386, Northing 771V,•3,j'3, Easting 490048* (9 Point Number 2387,Northing771 g e, astin 489962.93 ,` Point Number 2388, Northing 771240 .Eastt ng 489929:6 \ Point Number 2389, Northing 771306.8;, riT4 9:.: (1.0 Point Number 2390, Northing 771382.95, Eas' g-48$;°9-. 1 Point Number 2391, Northing 771497.05, Easting 489796.53 Point Number 2392,Northing 771596.89, Easting 489739.47 Point Number 2393,Northing 771649.19,Easting 489701.44 Point Number 2394, Northing 771687.22,Easting 489649.14 Point Number 2395,Northing 771763.29, Easting 489596.85 Point Number 2396,Northing 771853.62, Easting 489582.58 Point Number 2397, Northing 771934.45, Easting 489582.58 Point Number 2398, Northing 771986.74, Easting 489596.85 Point Number 2399, Northing 772020.02, Easting 489611.11 1 Point Number 2400, Northing 772067.56, Easting 489634.88 I Point Number 2401, Northing 772110.35,Easting 489677.67 Point Number 2402, Northing 772110.35, Easting 489709.98 Point Number 2403,Northing 772110.35, Easting 489734.72 Point Number 2404, Northing 772100.84, Easting 489820.30 Point Number 2405, Northing 772067.56, Easting 489896.37 Point Number 2406, Northing 772039.04, Easting 489920.14 Point Number 2407, Northing 771991.50, Easting 489929.65 6/23/2005-155862 ver oil-TOS$ORNE CAW 9 03312-SO4-040—0 i6O 6 0 6 Wilson %ll t'° OR: 4089 PG: 3645 New Directions In Planning,Design&Engineering Point Number 2408, Northing 771962.97, Easting 489958.17 Point Number 2409,Northing 771939.20, Easting 490005,71 Point Number 2410, Northing 771953.46, Easting 490096.05 Point Number 2411, Northing 771972.48, Easting 490153.10 Point Number 2412, Northing 771996.25, Easting 490276.71 Point Number 2413, Northing 771986.74, Easting 490348.02 Point Number 2414, Northing 771962.97, Easting 490395.56 Point Number 2415,Northing 771929.69, Easting 490428.84 Point Number 2416, Northing 771829.85, Easting 490428.84 Point Number 2417, Northing 771782.31, Easting 490414.58 Point Number 2418, Northing 771734.77, Easting 490371.79 Point Number 2419, Northing 771691.98, Easting 490338.51 Point Number 2420, Northing 771630.17, Easting 490319.50 Point Number 2421, Northing 771577.87, Easting 490319.50 Point Number 2422, Northing 771506.56, Easting 490343.27 Point Number 2423, Northing 771420.98, Easting 490357.53 Point Number 2424, Northing 771335.41, Ea;;t g)4g04. Point Number 2425, Northing 771264,09(, F,alt, 3'!.04V Point Number 2426, Northing 771202. f`gting 490267.20 I'>, Point Number 2427, Northing 771,1 7'Easting 490186.38 Point Number 2385, Northing 77418 .a77-East/ IAing_____ 1 POI T O BEGINNING Containing 11.98 acres more o le 1P -'�',r i 1 � r COMMENCING at the aforem ('ttio ed POINT G(Point NTimber 618 Ivp(thing 770901.72, Easting 489142.88) \.-f\ r)r 44,423" Thence along the south line of th\•Y o ementioned ParcelBrNo East 10.03 feet to(Point Number 2439, Easting 770910.86 ea fl g 489147.00)POIN 4� B GINNING; 4-'.a_,,--- \ Thence leaving said line in straight-line tegmit3hfot*tue hollowing vertices,(Points 2440 through 2442&616 inclusive) -1•_._ Point Number 2440, Easting 770989.58, Easting 489182.41 Point Number 2441, Easting 771064.27, Easting 489243.92 Point Number 2442, Easting 771108.20, Easting 489292.25 Point Number 616, Northing 771119.05, Easting 489311.52 Thence along the south line of the aforementioned Parcel B South 37°48'37"West 275.09 feet to (Point Number 618,Northing 770901.72, Easting 489142.88)POINT OF BEGINNING. Containing 0.09 acres more or less 111232W3-,55882 Ver.011-TOS801566 10 °.W] 03312-804040--0 0 160 6 WilsOnMiller• OR: 4089 PG: 3646 New Directions In Planning,Design&Engineering PARCEL 812 COMMENCING at the aforementioned POINT G(Point Number 618, Northing 770901.72,Easting 489142.88) Thence along the south line of the aforementioned Parcel B South 54°09'52"West 8.95 feet to (Point Number 619,Northing 770896.48, Easting 489135.63)POINT OF BEGINNING; Thence continue along the south line of said Parcel B the following(4)four courses&distances; 1) South 38°19'09"West 3.25 feet to(Point Number 620, Northing 770893.93, Easting 489133.61) 2) South 43°05'32"West 106.74 feet to(Point Number 621,Northing 770815.98,Easting 489060.69) 3) South 66°30'37"West 156.45 feet to(Point Number 622, Northing 770753.62, Easting 488917.21) 4) North 57°19'18"West 1 5,_93- t> ( in MI ber 623, Northing 770762.23, Easting 488903.80) �� 1 Thence leaving said south line in s r►ei -line segments through e f owing vertices,(Points 2445 through 2446&619 inclusive) I _ I Point Number 2445, Northing /707: . est, • :`• Point Number 2446, Northing 70:• •. 0, as . 4 •0 � 1 Point Number 619, Northing 7 0�8*-.4$, sti • •8 3; . P .INT 0 �t3 GINNING 4 Containing 0.09 acres more or PARCEL B13 Ll Commencing at the aforementioned IisiT.. •.'nt k mb- -e orthing 771170.47, Easting 488502.29) F d L C Pik- Thence i Thence along the north line of the aforementioned Parcel B North 88°59'47"East 87.05 feet to(Point Number 2211,Northing 771172.00, Easting 488589.32)POINT OF BEGINNING; Thence along the north line of the aforementioned Parcel B North 88°59'47" East 446.23 feet to(Point Number 2212, Northing 771179.82, Easting 489035.47) Thence leaving said north line in straight line segments through the following vertices,(Points 2213 through 2222&2211 inclusive); Point Number 2213,Northing 771103.81, Easting 489015.48 Point Number 2214, Northing 771029.12, Easting 488984.71 Point Number 2215, Northing 770972.01, Easting 488932.00 Point Number 2216,Northing 770945.65,Easting 488870.50 Point Number 2217,Northing 770941.26, Easting 488782.63 Point Number 2218,Northing 770954.44, Easting 488694.76 Point Number 2219,Northing 770980.80, Easting 488655.22 Point Number 2220, Northing 771029.12, Easting 488611.29 Point Number 2221, Northing 771086.23, Easting 488593.71 r 0123/200615560[VK 011-TOS60RNE 11 �., 09312.504040-•0 160 6 WiI$nMiier� OR; 4089 PG: 3647 New Directions In Planning,Design&Engineering Point Number 2222, Northing 771160.93, Easting 488589.32 Point Number 2211,Northing 771172.00, Easting 488589.32 POINT OF BEGINNING Containing 1.96 acres more or less Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East,Collier County, Florida being North 89°00'45"East. NET ACREAGE PARCEL B: 103.27- PARCEL 81:2.70 PARCEL B2:3.03 PARCEL B3:0.66 PARCEL B4:0.85 leR COO }, 'PARCEL 65:0.32 PARCEL 86:0.47 0�� v PARCEL B7:0.08 PARCEL B8:0.003 PARCEL 89:5.40 PARCEL B10: 11.98 PARCEL B11:0.09 PARCEL B12: 0.09 C r ., PARCEL B13: 1.96 -^ NET ACREAGE: 75.64 rs7 Is E C 82312005.166802 Ver.011-TO88ORNE 12 cum 03312.801-010•-0 A 1606 1 1 lsnMiller. OR: 4089 PG: 3648 New Directions In Planning,Design&Engineering 3 I SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 21499 SHEET 8 OF 11). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 21499). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRET• S S FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: \.., R ��U7 1. DATE OF PHOTOGRAPHY:4/23/s 2. NEGATIVE SCALE: 1:36000 0 � � 3. PIXEL DIAMETER:2.5' {.J1 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED T"=50'. - 6. THIS IMAGERY HAS NOT BE- e- p-.4R E T n •0 'ER TO MEET MINIMUM ......t TECHNICAL STANDARD O. N•T I N' •• A;C •c S AN D ARDS. 7. VERTICAL ELEVATION HA G:S L ••U. I ‘'1)N1' A 'I-PLACEMENT.EVERY EFFORT HAS BEEN MA� IZ .E FECx-eR ' ; TICAL FEATURES. 8. IN AREAS WHERE TALLCTURES OR TREE EA T• 0: .TRUCT FEATURES, EXPOSURES WERE MOSAt D IN AN EFFORT T MI I HE EFFECT. 9. THIS PROD - IS SIMILAk1CCURACY TO RE I 6 LARGEMENTS, EXCEPT PROVIDED N A IIGITAL FO- AP BY v•.... '., , .' . DATE 8-08-05 LA -`.i.J.,„,' ;"1.LS4.5627 WILSQI)IKA�•L-� 1 , fE ED.ENGINEERS AND LAND SURVEYORS. NOT vAwp,, `�ry�'f�{' i�ATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYQR • : ' k?'; NOT BAWD 7r6.�, EYOF SUBJECT LANDS. CERTIF C e' ` `r.+-o JoN#LB-43 REF 2H-99 . ,r•:b; 'f--1`ip . eavzoos-155802 Ver 011.TOSBORNE 33t 13 os1z-soaao--o 1 6 0 6 Wil r`nMiller® OR: 4089 PG: 3649 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7-PARCEL D1 -LARGE MAMMAL CORRIDOR) (EXHIBIT E) All that part of Sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida. Thence along said west line of said Section 33, South 00°28'34"East, 2199.96 feet; Thence leaving said line North 71°36'54"tea''§�t-96445 feet to the POINT OF BEGINNING; (Point Number 2502, Northing 763874.12,.Ea d 3_6.0g-t.. /c)\,-)';'-- �..� ,\p Thence leaving said line in strais*Irfe segments through`tfie following vertices, (Points 2503 through 2524 &2594 through 2820&2850-2850 3330 in usiJe) 1.0.---r, Point Number 2503, Northin 7649915,- 'sten $ 4;s496- 1 Point Number 2504, Northi g 7 006, a�s'ITS 4p.54' Point Number 2505, Northi g, dd 18 ,--- IT , 9rst�ng 48374 ..5 f.._,1 Point Number 2506, Northin .7 061.82, a§tin`�-4 748::!28 /ry Point Number 2507, Northing`764087.38, Easting 481758.n/ i Point Number 2508, Northing"76"4`'125.62, Easting 483726 .0 Point Number 2509, Northing 7� 16949, Easting 483796: 3L-' Point Number 2510, Northing 764444,94----E, asting 4$38 7'4 . Point Number 2511, Northing 764212:56!, ri 9 840: 2 Point Number 2512, Northing 764235.37;Easting. 83883.28 Point Number 2513, Northing 764253.13, Easting 483906.09 Point Number 2514, Northing 764284.37, Easting 483924.66 Point Number 2515, Northing 764516.49, Easting 483844.06 Point Number 2516, Northing 764763.07, Easting 483924.57 Point Number 2517, Northing 764791.72, Easting 483933.92 Point Number 2518, Northing 764791.75, Easting 483933.93 Point Number 2519, Northing 764842.68, Easting 483949.31 Point Number 2520, Northing 764884.75, Easting 483960.63 Point Number 2521, Northing 764917.94, Easting 483973.56 Point Number 2522, Northing 764920.14, Easting 483974.15 Point Number 2523, Northing 764951.06, Easting 483982.47 Point Number 2524, Northing 765013.01, Easting 484000.94 HEREINAFTER REFERRED TO AS POINT"A" Point Number 2594, Northing 765051.32, Easting 484012.37 Point Number 2595, Northing 765126.04, Easting 484034.19 Point Number 2596, Northing 765128.93, Easting 484035.04 Offices strategically located to serve our clients 800.649.4336 Naples Corporate Office 3200 Bailey Lane,Suite 2IXJ•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 &232085.155963 Ve..OfbTOS8ORNE WIISonmlllecCD/r! G,." 1 03311504-040.•o WllsonMlller,lnc.—FL L/c.0 LC-C000170 G ..,, 1611 6 ls�d►�Miller' OR: 4089PG: 3650 New Directions In Planning,Design&Engineering Point Number 2597, Northing 765169.18, Easting 484048.74 Point Number 2598, Northing 765202.57, Easting 484060.09 Point Number 2599, Northing 765255.13, Easting 48407868 Point Number 2600, Northing 765289.06, Easting 484090.03 Point Number 2601, Northing 765355.37, Easting 484111.03 Point Number 2602, Northing 765428.13, Easting 484130.43 Point Number 2603, Northing 765465.35, Easting 484136.13 Point Number 2604, Northing 765496.87, Easting 484140.96 Point Number 2605, Northing 765548.63, Easting 484145.81 Point Number 2606, Northing 765593.13, Easting 484155.50 Point Number 2607, Northing 765626.25, Easting 484163.59 Point Number 2608, Northing 765671.56, Easting 484174.91 Point Number 2609, Northing 765695.00, Easting 484180.59 Point Number 2610, Northing 765735.44, Easting 484198.37 Point Number 2611, Northing 765783.12,.Easting484225.88 Point Number 2612, Northing 76581,6:�`1�;� e�s?ti 4$42, T. 9 Point Number 2613, Northing 76586 53.8 Easting 484225 Point Number 2614, Northing 7,959,94:43, Easting 48430 . 1 ; Point Number 2615, Northing/765946:50,Easting 484334i \ I Point Number 2616, Northing 7659737;- asting 484 56.06 Point Number 2617, Northing 7e600. ,, 6i s r 4 3 Point Number 2618, Northirjg 796019. ,, ast 484 Point Number 2619, Northirlg..76051 stn 44 39 .00 ..., Point Number 2620, Northin r799088f:00;EaSti g4: 40'05 t; Point Number 2621, Northing 96105.17, Easting 4 00.93 Point Number 2622, Northing 758. 1.93, Easting 4844Q0/5 O Point Number 2623, Northing 79Eh 3 93, Easting 484402:44 Point Number 2624, Northing 766�15� 6;- asting 48-.44 3� Point Number 2625, Northing 766159 2. apgti g 413:75 rI' � . Point Number 2626, Northing 766180.19, Easting484414.28 Point Number 2627, Northing 766193.94, Easting 484429.63 Point Number 2628, Northing 766209.25, Easting 484458.75 Point Number 2629, Northing 766225.44, Easting 484500.79 Point Number 2630, Northing 766239.19, Easting 484542.03 Point Number 2631, Northing 766252.94, Easting 484578.44 Point Number 2632, Northing 766267.50, Easting 484609.15 Point Number 2633, Northing 766282.06, Easting 484635.03 Point Number 2634, Northing 766289.31, Easting 484662.53 Point Number 2635, Northing 766290.13, Easting 484699.72 Point Number 2636, Northing 766295.81, Easting 484745.82 Point Number 2637, Northing 766292.57, Easting 484783.81 Point Number 2638, Northing 766286.13, Easting 484823.43 Point Number 2639, Northing 766277.19, Easting 484858.22 Point Number 2640, Northing 766273.09, Easting 484889.63 Point Number 2641, Northing 766270.75, Easting 484907.54 Point Number 2642, Northing 766267.50, Easting 484955.25 i 6/23121105-153e07 ver.On-TOSBORNE 2 cws 03312-SO4-040--0 160 6 iIso Miller' OR: 4089 PG: 3651 New Directions In Planning,Design&Engineering Point Number 2643, Northing 766269.68, Easting 484966.84 Point Number 2644, Northing 766272.37, Easting 484981.12 Point Number 2645, Northing 766274.11, Easting 484991.70 Point Number 2646, Northing 766275.56, Easting 485000.53 Point Number 2647, Northing 766279.62, Easting 485026.41 Point Number 2648, Northing 766288.50, Easting 485053.91 Point Number 2649, Northing 766303.06, Easting 485080.60 Point Number 2650, Northing 766316.01, Easting 485116.97 Point Number 2651, Northing 766323.32, Easting 485142.03 Point Number 2652, Northing 766339.43, Easting 485177.62 Point Number 2653, Northing 766347.56, Easting 485203.50 Point Number 2654, Northing 766353.19, Easting 485238.25 Point Number 2655, Northing 766352.38, Easting 485272.22 Point Number 2656, Northing 766352.38, Easting 485308.63 Point Number 2657, Northing 766345.94,Ea ting-485343.37 Point Number 2658, Northing 7661t.2p� a gl ]4� 72 Point Number 2659, Northing 765_ Ot?5;Easting 48538 2 Point Number 2660, Northing 76 0:25, Easting 485387. 5- Point Number 2661, Northing/766338:-5-7;-7; Point Number 2662, Northing'76 33'x'06;castine 4`8529.91 Point Number 2663, Northing 766 7. E "st n* .«; 0 a0� Point Number 2664, Northi g 7r3,332„ a ti e , ;544.47 Point Number 2665, North3q:0§ j/, 455049 g..a Point Number 2666, Northing, ' 329:75, E ng 4 ; 524 Point Number 2667, Northing:756331.20, Easting 480. 9/ Point Number 2668, Northing'70333.00, Easting 4855'57466,..0 Point Number 2669, Northing 7'6&334.62, Easting 485613!2' Point Number 2670, Northing 7663, 21�Easting_48�56?8� j7�. Point Number 2671, Northing 76633706 E-aptir . 59:56 Point Number 2672, Northing 766341.5:4":,-Easting-4856-95.64 Point Number 2673, Northing 766342.69, Easting 485704.85 Point Number 2674, Northing 766342.90, Easting 485707.69 Point Number 2675, Northing 766345.94, Easting 485747.69 Point Number 2676, Northing 766350.81, Easting 485782.47 Point Number 2677, Northing 766352.38, Easting 485835.03 Point Number 2678, Northing 766354.14, Easting 485863.07 Point Number 2679, Northing 766355.62, Easting 485886/8 Point Number 2680, Northing 766357.68, Easting 485905.21 Point Number 2681, Northing 766360.50, Easting 485930.44 Point Number 2682, Northing 766358.88, Easting 485996.75 Point Number 2683, Northing 766362.65, Easting 486068.44 Point Number 2684, Northing 766364.50, Easting 486103.50 1 Point Number 2685, Northing 766365.08, Easting 486121.05 Point Number 2686, Northing 766368.56, Easting 486225.59 Point Number 2687, Northing 766371.00, Easting 486286.15 Point Number 2688, Northing 766371.81, Easting 486306.44 &212005.155983 Vet-011-TOS8OR0e 3 03312-SO4040--0 ...., e 160 6 ' WiIs a Willer' OR: 4089 PG: 3652 New Directions In Planning,Design&Engineering Point Number 2689, Northing 766373.00, Easting 486319.41 Point Number 2690, Northing 766376.69, Easting 486359.81 Point Number 2691, Northing 766377.12, Easting 486392.42 Point Number 2692, Northing 766377.49, Easting 486420.46 Point Number 2693, Northing 766378.25, Easting 486498.91 Point Number 2694, Northing 766380.24, Easting 486536.01 Point Number 2695, Northing 766383.94, Easting 486604.84 Point Number 2696, Northing 766383.94, Easting 486604.85 Point Number 2697, Northing 766383.99, Easting 486609.49 Point Number 2698, Northing 766379.18, Easting 486604.34 Point Number 2699, Northing 766362.32, Easting 486584.96 Point Number 2700, Northing 766362.31, Easting 486584.95 Point Number 2701, Northing 766354.07, Easting 486575.48 Point Number 2702, Northing 766354.07, Easting 486575.47 Point Number 2703, Northing 766287.87,-E ting.,486499.36 Point Number 2704, Northing 76629.7. 3� &sting 4 ,86T 6 Point Number 2705, Northing 76626 ;E-asting 4884i Point Number 2706, Northing 7616243:12, Easting 48645 .4 Point Number 2707, Northing76612'1(9:31;E�sting 486430.9 Point Number 2708, Northing 766191'-03;Easting 486 07.01 Point Number 2709, Northi g 76-1-7-R06-(11,16 6'1-84j' Point Number 2710, Northing 7 61(57: g, 86 5 .9 Point Number 2711, Northir9.,7 61� 0, , 9 jJn 48632!1 ,c�„ Point Number 2712, Northin 7 6124'88;Easti 4 298 ^s Point Number 2713, Northing,766111.48, Easting 48: 8.39 ;J Point Number 2714, Northing\76090.06, Easting 4862 70 Point Number 2715, Northing 766090, 67, Easting 48620. 9� Point Number 2716, Northing 766��84;00,,,E4sting 4661 \. • Point Number 2717, Northing 766075.714 pap 601.8 .-25 Point Number 2718, Northing 766070.74;-Eas-tm 6'(81.79 Point Number 2719, Northing 766065.98, Easting 486175.33 Point Number 2720, Northing 766066.09, Easting 486176.60 Point Number 2721, Northing 766043.82, Easting 486201.50 1 Point Number 2722, Northing 766007.15, Easting 486201.50 Point Number 2723, Northing 765963.93, Easting 486194.95 Point Number 2724, Northing 765936.42, Easting 486193.64 Point Number 2725, Northing 765907.60, Easting 486196.26 Point Number 2726, Northing 765876.16, Easting 486198.87 Point Number 2727, Northing 765843.41, Easting 486200.19 Point Number 2728, Northing 765808.05, Easting 486201.50 Point Number 2729, Northing 765771.37, Easting 486196.26 Point Number 2730, Northing 765751.73, Easting 486193.64 Point Number 2731, Northing 765726.85, Easting 486194.95 Point Number 2732, Northing 765704.58, Easting 486200.19 Point Number 2733, Northing 765678.38, Easting 486204.11 Point Number 2734, Northing 765652.18, Easting 486213.29 i BRY3006.156863 Ver 011-TO580HNE 4 LAIC M12404-040--0 160 6 WilsonM%ll e r° OR: 4089 PG: 3653 New Directions In Planning,Design&Engineering Point Number 2735, Northing 765625.99, Easting 486214.59 Point Number 2736, Northing 765608.95,Easting 486213.29 Point Number 2737, Northing 765577.52, Easting 486217.22 Point Number 2738, Northing 765553.94, Easting 486217.22 Point Number 2739, Northing 765525.13, Easting 486211.98 Point Number 2740, Northing 765500.23, Fasting 486208.05 Point Number 2741, Nor-thing 765463.57, Fasting 486201.50 Point Number 2742, Northing 765425.58, Easting 486201.50 Point Number 2743, Northing 765394.14, Easting 486201.50 Point Number 2744, Northing 765361.39, Easting 486202.80 Point Number 2745, Northing 765328.64, Easting 486202.80 Point Number 2746, Northing 765294.58, Easting 486196.26 Point Number 2747, Northing 765269.70, Easting 486200.19 Point Number 2748, Northing 765239.58, Easting 486209.35 Point Number 2749, Northing 765215.99,Ea ting,486213.29 Point Number 2750, Northing 76521:'t.�5� Ea�tting 4 62 - 5 Point Number 2751, Northing 765-*$,Easting 4862 Point Number 2752, Northing 7,.61.42.64, Easting 48619 .56'' Point Number 2753, Northing/765;119-.-07;E 486197.56, Point Number 2754, Northing 76.5098'.-11-, asti 948611196.26 1 \ Point Number 2755, Northi ng 7 08:-, 8 skn 61 4�8 Point Number 2756, Northing 7 5061. 1,, stip 4861 , .1, Point Number 2757, Northi g. 5 50 , g stjn 4486205 ,., Point Number 2758, Northid�g47 �5 8.69, Ea ting48620 . Point Number 2759, Northing:65019.91, Easting 4g6207.D3 .:, Point Number 2760, Northing\764995.12, Easting 48 78, >O Point Number 2761, Northing 76'933,90, Easting 48620�. Point Number 2762, Northing 76414(684-Easting 48621Q'°45 Point Number 2763, Northing 764 ,14?€ sti g �2`13.67 Point Number 2764, Northing 764917.36Eas-ting-486234.25 Point Number 2765, Northing 764919.98, Easting 486263.06 Point Number 2766, Northing 764926.53, Easting 486293.18 Point Number 2767, Northing 764919.98, Easting 486315.45 Point Number 2768, Northing 764925.21, Easting 486352.13 Point Number 2769, Northing 764927.63, Easting 486359.38 Point Number 2770, Northing 764926.51, Easting 486386.88 Point Number 2771, Nothing 764926.51, Easting 486386.88 Point Number 2772, Northing 764919.98, Easting 486409.76 Point Number 2773, Northing 764919.98, Easting 486433.34 Point Number 2774, Northing 764924.00, Easting 486448.75 Point Number 2775, Northing 764924.00, Easting 486448.75 Point Number 2776, Northing 764922.43, Easting 486487.20 Point Number 2777, Northing 764919.98, Easting 486489.66 Point Number 2778, Northing 764913.42, Easting 486502.77 Point Number 2779, Northing 764913.42, Easting 486515.86 Point Number 2780, Northing 764920.77, Easting 486528.12 8/23/2005-155862 Ver,Olt-TOSOORNE 5 03312-504-040--0 16U6 6 lsonM%Ile OR: 4089 PG: 3654 r New Directions In Planning,Design&Engineering Point Number 2781, Northing 764919.90, Easting 486549.47 Point Number 2782, Northing 764910.80, Easting 486560.40 Point Number 2783, Northing 764901.63, Easting 486582.66 Point Number 2784, Northing 764896.39, Easting 486620.65 Point Number 2785, Northing 764896.39, Easting 486646.84 Point Number 2786, Northing 764902.94, Easting 486670.43 Point Number 2787, Northing 764910.80,Easting 486690.07 Point Number 2788, Northing 764913.42, Easting 486705.79 Point Number 2789, Northing 764901.63, Easting 486718.89 Point Number 2790, Northing 764889.84, Easting 486735.91 Point Number 2791, Northing 764891.15, Easting 486754.26 Point Number 2792, Northing 764899.02,Easting 486769.97 Point Number 2793, Northing 764909.50, Easting 486785.69 Point Number 2794, Northing 764908.18, Easting 486800.10 Point Number 2795, Northing 764896.39,Easting,486.811.89 Point Number 2796, Northing 764899:2 tas;ti M6 8-. 2 Point Number 2797, Northing 764 0} 4;Easting 4868'3 O \ Point Number 2798, Northing7,b'46 6139 Easting 4868476 Point Number 2799, Northingh64,8Q2.47,-Easting 486889.1' Point Number 2800, Northing 76489247; asti g 486916.68 Point Number 2801, Northi g 7 aa$� }; sk 0.6.`4 7-,64-7 Point Number 2802, Northing 7 4675.z4,1 stmt 4 695. Point Number 2803, Northi 9.=7 \.855/79, stn 48696 .0t f.M Point Number 2804, Northirt 6 sting 464980'186 Point Number 2805, Northingt.76 855.79, Easting 486997.69/ Point Number 2806, Northing\764 80.68, Easting 486909;19 —) Point Number 2807, Northing 78 a\08, Easting 48700 , Point Number 2808, Northing 764901i07,;Easting 4870 Point Number 2809, Northing 76490',97', sti g�701 41 Point Number 2810, Northing 764900.05;Easti 038.02 Point Number 2811, Northing 764900.04, Easting 487038.02 Point Number 2812, Northing 764900.04, Easting 487038.02 Point Number 2813, Northing 764896.39, Easting 487048.97 Point Number 2814, Northing 764884.60, Easting 487067.30 Point Number 2815, Northing 764884.60, Easting 487084.33 Point Number 2816, Northing 764897.43, Easting 487102.29 Point Number 2817, Northing 764897.43, Easting 487102.29 a Point Number 2818, Northing 764897.25, Easting 487106.82 Point Number 2819, Northing 764897.25, Easting 487106.83 Point Number 2820, Northing 764895.08, Easting 487126.25 HEREINAFTER REFERRED TO AS POINT"B" Point Number 2850, Northing 764876.75, Easting 487148.52 Point Number 2851, Northing 764868.88, Easting 487185.19 Point Number 2852, Northing 764874.12, Easting 487207.46 Point Number 2853, Northing 764874.12, Easting 487231.04 Point Number 2854, Northing 764874.12, Easting 487245.45 t Br23r1005-155801 Ver.Oil-7OSBORNE 6 033 03312-504040.-0 . tj 1 6 il 6 _ ls& iller� OR: 4089 PG: 3655 r New Directions in Planning,Design&Engineering Point Number 2855, Northing 764867.58, Easting 487278.19 Point Number 2856, Northing 764866.27, Easting 487295.22 Point Number 2857, Northing 764864.96, Easting 487326.66 Point Number 2858, Northing 764872.82, Easting 487343.69 y Point Number 2859, Northing 764873.86, Easting 487357.33 Point Number 2860, Northing 764874.12, Easting 487360.72 Point Number 2861, Northing 764871.51, Easting 487386.91 Point Number 2862, Northing 764861.03, Easting 487431.44 Point Number 2863, Northing 764857.10, Easting 487453.71 Point Number 2864, Northing 764855.79, Easting 487482.54 Point Number 2865, Northing 764863.64, Easting 487506.11 Point Number 2866, Northing 764862.79, Easting 487508.29 Point Number 2867, Northing 764862.79, Easting 487508.29 Point Number 2868, Northing 764842.88, Easting 487517.53 Point Number 2869, Northing 764831.92,_Ea�,, tt 8.,4-87522.14 Point Number 2870, Northing 764794 6$"abtjdg4i�7; 7 Point Number 2871, Northing 76476§9 Easting 487 • Point Number 2872, Northing 7642 1, Easting 48754 .1 Point Number 2873, Northing/764734:34,Easting 4817545.1° Point Number 2874, Northing 764737 5 , asti g 487 38.75 Point Number 2875, Northing 7 7 .44; _ s ° 9 8 Point Number 2876, Northi g 7 47117. � I stip. • a 7 Point Number 2877, Northing.. 7't23, : h' 49 .9 j_.., Point Number 2878, Northin 7 473 .88, Eastir 748 -. a' Point Number 2879, Northin 76441.93, Easting 48x4472. 9 ,.`72) Point Number 2880, Northing\s' 43.81, Easting 4874-531°,,s0 Point Number 2881, Northing 47 ,` 19, Easting 48743 .9L1 Point Number 2882, Northing 76 Z2 �Easting_48.74 6° Point Number 2883, Northing 764715; ti .7494 Point Number 2884, Northing 764704.19,`Easting-487426.13 Point Number 2885, Northing 764699.12, Easting 487412,91 Point Number 2886, Northing 764702.93, Easting 487397.78 Point Number 2887, Northing 764712.38, Easting 487377.03 Point Number 2888, Northing 764729.37, Easting 487347.44 Point Number 2889, Northing 764741.32, Easting 487328.56 Point Number 2890, Northing 764744.44, Easting 487316.63 Point Number 2891, Northing 764739.44, Easting 487294.59 Point Number 2892, Northing 764732.50, Easting 487292.06 Point Number 2893, Northing 764721.81, Easting 487293.31 Point Number 2894, Northing 764705.44, Easting 487299.62 Point Number 2895, Northing 764699.12, Easting 487310.94 Point Number 2896, Northing 764694.12, Easting 487328.56 Point Number 2897, Northing 764672.06, Easting 487357.54 Point Number 2898, Northing 764662.00, Easting 487370.72 Point Number 2899, Northing 764652.57, Easting 487390.25 Point Number 2900, Northing 764647.56, Easting 487407.21 0232005-155803 Ver,OH.TOSOORNECAW 7 03x1 01312-50{-O{Q-0 ., A 1� 161.1 6 ls��M%/lets OR: 09 PG: 3656 ` Y New Directions In Planning,Design&Engineering Point Number 2901, Northing 764644.38, Easting 487427.37 Point Number 2902, Northing 764646.25, Easting 487438.69 Point Number 2903, Northing 764648.81, Easting 487451.91 Point Number 2904, Northing 764644.38, Easting 487472.06 Point Number 2905, Northing 764628.62, Easting 487480.87 Point Number 2906, Northing 764612.31, Easting 487480.26 Point Number 2907, Northing 764583.31, Easting 487494.09 Point Number 2908, Northing 764563.19, Easting 487502.25 Point Number 2909, Northing 764553.47, Easting 487505.56 Point Number 2910, Northing 764550.62, Easting 487506.53 Point Number 2911, Northing 764511.62, Easting 487498.06 Point Number 2912, Northing 764473.50, Easting 487482.81 Point Number 2913, Northing 764444.69, Easting 487470.93 Point Number 2914, Northing 764415.06, Easting 487452.32 Point Number 2915, Northing 764364.24,E. s�.ti-g4B7421.81 Point Number 2916, Northing 76433 �6,� 'a4t' 4 �4QQ 2,9 Point Number 2917, Northing 76,432 :88;�Easting 487876,,t9i\ Point Number 2918, Northing 764250.69, Easting 48734314' Point Number 2919, Northing/764216:00;Easting 4$Z315.9' Point Number 2920, Northin 76418'31:.81;Fasting 487'92.19 Point Number 2921, Northing 7 41-7- 1 ;' n' Point Number 2922, Northir�gA7 4 70. 3, E stin3/ Number 2923, Northi 4 ��, 8725 .rft ; 6 Point9 4 5Yy 5„,-77 F'., Point Number 2924, Northi g41-5i.28,Easting 72430 L Point Number 2925, Northin ;76 141.62, Easting 40R19423/ Point Number 2926, Northing.7 ` 18.25, Easting 48%187/.2,€i O Point Number 2927, Northing 7 4`_b 7,,49, Easting 487167-`,�f,°-' Point Number 2928, Northing 76406 .44,Easting4.87 {�41,19 Point Number 2929, Northing 764035:83,tt astime-'t9$:16 Point Number 2930, Northing 764021.07-,-Easting-4870-79.00 Point Number 2931, Northing 764008.76, Easting 487043.33 Point Number 2932, Northing 763992.77, Easting 487001.51 Point Number 2933, Northing 763979.24, Easting 486971.98 Point Number 2934, Northing 763971.61, Easting 486952.91 Point Number 2935, Northing 763944.39, Easting 486881.99 Point Number 2936, Northing 763943.46, Easting 486881.89 Point Number 2937, Northing 763937.42, Easting 486841.59 Point Number 2938, Northing 763921.43, Easting 486819.45 Point Number 2939, Northing 763899.28, Easting 486810.84 Point Number 2940, Northing 763847.62, Easting 486819.45 Point Number 2941, Northing 763824.24, Easting 486818.21 Point Number 2942, Northing 763807.03, Easting 486809.61 Point Number 2943, Northing 763793.49, Easting 486792.38 Point Number 2944, Northing 763789.81, Easting 486765.32 Point Number 2945, Northing 763796.28, Easting 486728.62 Point Number 2946, Northing 763820.02, Easting 486695.01 8/23/2005-1568m ver.oil-TOSSOR,E Q 0 8 03312-SO4-040--0 1613 6 Wilson iller' OR: 4089 PG: 3657 r New Directions In Planning,Design&Engineering Point Number 2947, Northing 763846.39, Easting 486676.75 Point Number 2948, Northing 763859.93, Easting 486663.23 Point Number 2949, Northing 763857.46, Easting 486650.92 Point Number 2950, Northing 763852.54, Easting 486636.16 Point Number 2951, Northing 763847.01, Easting 486627.37 Point Number 2952, Northing 763818.86, Easting 486551.02 Point Number 2953, Northing 763820.92, Easting 486523.48 Point Number 2954, Northing 763849.21, Easting 486459.64 Point Number 2955, Northing 763869.73, Easting 486410.72 Point Number 2956, Northing 763868.29, Easting 486400.83 Point Number 2957, Northing 763886.98, Easting 486348.32 Point Number 2958, Northing 763896.83, Easting 486306.49 Point Number 2959, Northing 763891.91, Easting 486269.58 Point Number 2960, Northing 763873.45, Easting 486236.38 Point Number 2961, Northing 763851 ti g 4-86206.85 Point Number 2962, Northing 763 4' tiig 1 ::0 Point Number 2963, Northing 763 ;49;Easting -4861 ':(21 Point Number 2964, Northing 76877 L35, Easting 48610 .68 Point Number 2965, Northing/763762:74;Easting 466082.6\1 Point Number 2966, Northing 763754:1`4;; a ti g 486 60.47 \\ Point Number 2967, Northi g 763706,11/6; O 86 3(2 Point Number 2968, Northing TM, 1 E sti 486 .6Point Number 2969, Northing3, EEs,ting 4607 .0.1Point Number 2970, Northirig-7 3607.78,Easting 60 5 N.4' Point Number 2971, Northin -7.6581.91, Easting 486W.6 6 Point Number 2972, Northing\70' 64.70, Easting 4880 . AO Point Number 2973, Northing 75$4 85, Easting 48604 it Point Number 2974, Northing 76 k6p�4 ; actin 486. 725 Point Number 2975, Northing 763588,Q,jastig 4$69. 7:13 Point Number 2976, Northing 763613.98;Easting485986.77 Point Number 2977, Northing 763620.05, Easting 485984.21 Point Number 2978, Northing 763655.72, Easting 485976.82 Point Number 2979, Northing 763675.41, Easting 485962.06 Point Number 2980, Northing 763690.17, Easting 485950.99 Point Number 2981, Northing 763724.61, Easting 485941.15 Point Number 2982, Northing 763747.98, Easting 485936.23 Point Number 2983, Northing 763777.37, Easting 485929.08 Point Number 2984, Northing 763793.49, Easting 485925.16 Point Number 2985, Northing 763824.24, Easting 485928.85 Point Number 2986, Northing 763857.46, Easting 485936.23 Point Number 2987, Northing 763890.68, Easting 485932.53 Point Number 2988, Northing 763892.40, Easting 485931.83 Point Number 2989, Northing 763930.04, Easting 485916.54 Point Number 2990, Northing 763964.48, Easting 485914.09 Point Number 2991, Northing 763995.24, Easting 485909.17 Point Number 2992, Northing 764002.61, Easting 485910.40 8/23/2006.156LW Ver Ott-TOSBOfiNE CM. 03312-SO4O10-.0 1 6 0 6 WilsOnMillere OR: 4o89 PG: 3658 New Directions In Planning,Design&Engineering Point Number 2993, Northing 764018.60, Easting 485944.84 Point Number 2994, Northing 764024.75, Easting 485975.59 Point Number 2995, Northing 764016.15, Easting 486028.48 Point Number 2996, Northing 764000.16, Easting 486083.85 Point Number 2997, Northing 763973.09, Easting 486165.03 Point Number 2998, Northing 763955.87, Easting 486195.78 Point Number 2999, Northing 763946.03, Easting 486219.15 Point Number 3000, Northing 763948.49, Easting 486252.37 Point Number 3001, Northing 763960.79,Easting 486280.66 Point Number 3002, Northing 763979.24, Easting 486292.96 Point Number 3003, Northing 764017.38, Easting 486304.03 Point Number 3004, Northing 764062.89, Easting 486311.42 Point Number 3005, Northing 764092.41, Easting 486301.57 Point Number 3006, Northing 764126.86, Easting 486292.96 Point Number 3007, Northing 764151.46,E: ' s • :• 73.28 Point Number 3008, Northing 7641 • . '1,_ i it. . riPoint Number 3009, Northing 76• 4' : asting 4 • Point Number 3010, Northing 7.• • :.64, Easting 486211. Point Number 3011, Northing 64stijjg 448. 17.9 Point Number 3012, Northing 76.29a ti g 4 . :46.22 Point Number 3013, Northin_• 7:• °.,i1 , ..:stanIslig ; ;° T. Point Number 3014, Northi g 714 , tin y Point Number 3015, Northi . . •,.sta b '1;636 4.30 F.. Point Number 3016, Northin :4254.79, - ti • .39-''• Point Number 3017, Northin•` •243.72, Easting 4833. 9 :.� Point Number 3018, Northing 44' 8.96, Easting 48-.7 .6 Q Point Number 3019, Northing .•T85 91, Easting 48649• OU Point Number 3020, Northing 76.1,44 00 asting 4:. Point Number 3021, Northing 764104,7„_,p pgtir ;;:.8� . . 7 Point Number 3022, Northing 764087.49, a`stig-48..12.79 Point Number 3023, Northing 764085.03, Easting 486661.99 Point Number 3024, Northing 764109.63, Easting 486703.82 Point Number 3025, Northing 764128.09, Easting 486798.54 Point Number 3026, Northing 764152.69, Easting 486899.41 Point Number 3027, Northing 764169.91, Easting 486969.53 Point Number 3028, Northing 764212.97,Easting 487028.56 Point Number 3029, Northing 764268.32, Easting 487066.70 Point Number 3030, Northing 764331.05, Easting 487085.16 Point Number 3031, Northing 764383.95, Easting 487090.08 Point Number 3032, Northing 764424.54, Easting 487085.16 Point Number 3033, Northing 764494.66, Easting 487060.55 Point Number 3034, Northing 764537.71, Easting 487027.34 Point Number 3035, Northing 764590.61, Easting 486980.59 Point Number 3036, Northing 764650.88, Easting 486963.37 Point Number 3037, Northing 764719.77, Easting 486963.37 Point Number 3038, Northing 764770.21, Easting 486968.29 &212005.155863 Vac Ott-TOSBORNECAMS 10 03312-SO4040--0 3 16136 WilsoaMiller OR: 4089 PG: 3659 New Directions In Planning.Design&Engineering Point Number 3039, Northing 764796.04, Easting 486971.98 Point Number 3040, Northing 764816.95, Easting 486957.22 Point Number 3041, Northing 764819.40, Easting 486925.24 Point Number 3042, Northing 764813.26, Fasting 486908.01 Point Number 3043, Northing 764807.11, Fasting 486882.18 Point Number 3044, Northing 764807.11, Fasting 486850.20 Point Number 3045, Northing 764802.19, Easting 486804.69 Point Number 3046, Northing 764799.72, Easting 486757.95 Point Number 3047, Northing 764792.35, Easting 486714.89 Point Number 3048, Northing 764780.05, Easting 486652.16 Point Number 3049, Northing 764745.60, Easting 486625.09 1 Point Number 3050, Northing 764706.24, Easting 486586.96 Point Number 3051, Northing 764681.64, Easting 486551.28 Point Number 3052, Northing 764659.50, Easting 486488.55 Point Number 3053, Northing 764647.19„Easting,486457.80 Point Number 3054, Northing 764625 ; irtc�4$� 8:59 Point Number 3055, Northing 7661 ;Fasting 4863' Point Number 3056, Northing 764 4:78, Fasting 48633 Point Number 3057, Northing/7645V,74;-Easting 486342.1 Point Number 3058, Northing'76449&?34 Eas I 4-48427.40 27.40 Point Number 3059, Northin 764,488z91,- s ino.04:63R0-. )3 Point Number 3060, Northi g 7 4Q .'92 stti i0 :688.1,7 Point Number 3061, Northi 4,,. .441117 Q8,, stint ,8627401 i..,, Point Number 3062, Northin 4413`63 >=a `firg- �625 ,y Point Number 3063, Narthin 78 370.42, Easting 4821. 2 .,. Point Number 3064, Northing784356.88, Easting48611 7O Point Number 3065, Northing 76,059 35, Fasting 486174'1:7L / Point Number 3066, Northing 764$O 6;-€asting 4881-,f70,11 Point Number 3067, Northing 764464. 6 '"Fps�-{i g;�J~�� 1� 60 Point Number 3068, Northing 764426.08;Eastin'g= 86072.16 Point Number 3069, Northing 764435.14, Fasting 486019.92 Point Number 3070, Northing 764435.81, Fasting 485988.03 Point Number 3071, Northing 764423.18, Easting 485942.85 Point Number 3072, Northing 764407.91, Easting 485917.61 Point Number 3073, Northing 764372.04, Fasting 485866.46 Point Number 3074, Northing 764332.17, Fasting 485811.32 Point Number 3075, Northing 764279.03, Easting 485775.45 Point Number 3076, Northing 764216.58, Easting 485756.84 Point Number 3077, Northing 764174.73, Easting 485746.88 Point Number 3078, Northing 764138.19, Easting 485741.57 Point Number 3079, Northing 764093.02, Fasting 485730.94 Point Number 3080, Northing 764062.46, Easting 485695.73 Point Number 3081, Northing 764034.56, Easting 485667.82 Point Number 3082, Northing 764016.63, Fasting 485645.90 Point Number 3083, Northing 763995.36, Easting 485623.32 Point Number 3084, Northing 763967.47, Easting 485609.37 OR3/2005-155881 Ver 011-TOSBORNE 11 cvu O3 12-S0e-O40.-0 e 1611 6 WilsonMiller OR: 4089 PG: 3660 New Directions In Planning,Design&Engineering Point Number 3085, Northing 763934.25, Easting 485603.39 Point Number 3086, Northing 763892.39, Easting 485603.39 Point Number 3087, Northing 763865.16, Easting 485612.03 Point Number 3088, Northing 763841.25, Fasting 485624.64 Point Number 3089, Northing 763816.00, Easting 485643.25 Point Number 3090, Northing 763794.74,Easting 485671.82 Point Number 3091, Northing 763766.84,Easting 485711.67 Point Number 3092, Northing 763751.07, Easting 485730.37 Point Number 3093, Northing 763734.37, Easting 485753.06 Point Number 3094, Northing 763696.31,Easting 485787.47 Point Number 3095, Northing 763661.87, Easting 485818.25 Point Number 3096, Northing 763640.12, Easting 485865.37 Point Number 3097, Northing 763636.50, Easting 485894.35 Point Number 3098, Northing 763619.52, Easting 485918.63 Point Number 3099, Northing 763611. . r• • •30.56 Point Number 3100, Northing 7635 . 0 ac .g ' :69;•. 7 Point Number 3101, Northing 76,3 . ., asting 48 Point Number 3102, Northing 781'5 .54, Easting 48592 . Point Number 3103, Northing 63 55:8o;-Easting 48 •21.5• Point Number 3104, Northin 76:53::: a '+g 4:5021.54 Point Number 3105, Northi 7: ---1 , '; i ,• 1 Point Number 3106, Northi g 704013, -sti r :0:v : k. T Point Number 3107, Northi • i,' -s' ,! ,8590Q.4: F.., Point Number 3108, Northin:: : • - .31, sting :1589`. • Point Number 3109, Northin•,7�'•66.25, Easting 48/5.0'9 Point Number 3110, Northing `.'• 9.00, Easting 48 •5 3•�O Point Number 3111, Northing • .• 68, Easting 48584 .• Point Number 3112, Northing 76 fi_ .stirs. 4:58IN1 Point Number 3113, Northing 76338 . t,E4,1Virtgis. 2 Point Number 3114, Northing 763346.68, sting-485811.03 Point Number 3115, Northing 763345.07, Easting 485811.52 Point Number 3116, Northing 763330.24, Easting 485815.95 Point Number 3117, Northing 763310.43, Easting 485821.87 Point Number 3118, Northing 763297.75, Easting 485829.12 Point Number 3119, Northing 763252.50, Easting 485843.62 Point Number 3120, Northing 763221.68, Easting 485856.31 Point Number 3121, Northing 763176.37, Easting 485876.22 Point Number 3122, Northing 763174.92, Easting 485876.99 Point Number 3123, Northing 763141.99, Easting 485894.35 Point Number 3124, Northing 763105.74, Easting 485917.91 Point Number 3125, Northing 763056.87, Easting 485943.25 Point Number 3126, Northing 763056.57, Easting 485943.37 Point Number 3127, Northing 762997.06, Easting 485966.81 Point Number 3128, Northing 762973.67, Easting 485973.27 Point Number 3129, Northing 762944.57, Easting 485981.31 Point Number 3130, Northing 762902.88, Easting 485984.94 8232006-155.83 Ver.Oil-100600516 12 CANS 03312.501.040-.0 l✓ 1613 6 -- WilsonMiller= OR: 40$9 PG: 3661 r New Directions In Planning,Design&Engineering Point Number 3131, Northing 762877.51, Easting 485984.94 Point Number 3132, Northing 762825.01, Easting 485983.12 Point Number 3133, Northing 762808.69, Fasting 485983.12 Point Number 3134, Northing 762756.13, Easting 485972.25 Point Number 3135, Northing 762752.51, Easting 485954.12 Point Number 3136, Northing 762748.78, Easting 485935.53 Point Number 3137, Northing 762745.26, Easting 485917.91 Point Number 3138, Northing 762719.94, Easting 485899.79 Point Number 3139, Northing 762701.82, Easting 485872.62 Point Number 3140, Northing 762698.19, Easting 485847.25 Point Number 3141, Northing 762694.57, Easting 485832.75 Point Number 3142, Northing 762683.69, Easting 485825.50 Point Number 3143, Northing 762660.13, Fasting 485818.25 Point Number 3144, Northing 762632.94, Easting 485814.66 Point Number 3145, Northing 762607.6 485:11.03 Point Number 3146, Northing 7625: � 4# �:. :5 Point Number 3147, Northing 76 • , asting 4858 '.A Point Number 3148, Northing 7,5 '1.50, Easting 485839.' Point Number 3149, NorthinV7'62• , sting�48 :36.4 Point Number 3150, Northin 76 48 . a3stt,g 4B :38.19 Point Number 3151, Northin 7: = ,., .- n.•• ••• -�r Point Number 3152, Northi►g 7764 � •..9.+ , ti Point Number 3153, Northi 7 '4.3 4, SI' .'8580.1 r... Point Number 3154, Northin 7: • • .82, E in: • :. 87 .L- Point Number 3155, Northin 1: '436.38, Easting 48-,491.)15 Point Number 3156, Northing �i•44.69, Easting 48 s 17 6' aO Point Number 3157, Northing7f41...„57, Eastin 48592•. 2�9Point Number 3158, Northing 764 �� stin 4 59• !'3' Point Number 3159, Northing 762449 5g, 'Ep tinigi1 9 -.:4 Point Number 3160, Northing 762438.06,,'aasting-48 85.50 Point Number 3161, Northing 762411.56, Easting 485975.57 Point Number 3162, Northing 762395.00, Easting 485965.63 Point Number 3163, Northing 762376.81, Easting 485960.68 Point Number 3164, Northing 762347.00, Easting 485952.41 Point Number 3165, Northing 762320.50, Easting 485947.44 Point Number 3166, Northing 762302.32, Easting 485944.12 Point Number 3167, Northing 762289.06, Easting 485930.87 Point Number 3168, Northing 762287.56, Easting 485923.31 Point Number 3169, Northing 762284.07, Easting 485906.04 Point Number 3170, Northing 762279.12, Easting 485891.15 Point Number 3171, Northing 762265.87, Easting 485881.22 Point Number 3172, Northing 762256.36, Easting 485876.89 Point Number 3173, Northing 762247.68, Easting 485872.94 Point Number 3174, Northing 762243.06, Easting 485871.53 Point Number 3175, Northing 762241.47, Easting 485876.51 Point Number 3176, Northing 762236.13, Easting 485893.25 8113!1005-155883 Ver 01t-TOSBORNE 13 cm., 03312-SO4-040-.0 6,..i, 1 6 ii 6 , WilsonMiller, OR: 4089 PG: 3662 New Directions In Planning.Design&Engineering i Point Number 3177, Northing 762237.01, Easting 485912.44 Point Number 3178, Northing 762239.56, Easting 485932.50 Point Number 3179, Northing 762237.88, Easting 485950.81 Point Number 3180, Northing 762242.18, Easting 485983.06 Point Number 3181, Northing 762251.81, Easting 486011.84 Point Number 3182, Northing 762264.00, Easting 486038.00 Point Number 3183, Northing 762276.19, Easting 486054.60 Point Number 3184, Northing 762282.32, Easting 486063.32 Point Number 3185, Northing 762290.18, Easting 486069.41 Point Number 3186, Northing 762304.13, Easting 486067.66 Point Number 3187, Northing 762307.63, Easting 486065.91 Point Number 3188, Northing 762310.24, Easting 486054.60 Point Number 3189, Northing 762311.12, Easting 486052.85 Point Number 3190, Northing 762314.56, Easting 486044.12 Point Number 3191, Northing 762323.44,Easpx486.141.16 Point Number 3192, Northing 76236:'.��, as+rfi :ii I. 2 Point Number 3193, Northing 76 3��t�pl Fasting 48-.1 '.,1. Point Number 3194, Northing 76'24 f '19, Easting 486061. s Point Number 3195, Northin • g f62 40-�``t9;Elstin 48 095.4 Point Number 3196, Northin 76 480`:°82;, asti.gg 4$28.04 Point Number 3197, Northin 7 ,- 1.41;61,Point Number 3198, Northin 70 5 6.9 , a- 4:6 6..: j.Point Number 3199, Northin.�,7.� 5 1. , ,:619: 8 Point Number 3200, Northing' 5- .19, tin 4 •22 . Point Number 3201, Northin.77 611.25, Easting 48: 3. 0 J Point Number 3202, Northing '0,2: 8.38, Easting 48:' 0 Point Number 3203, Northing 7: .4. 44, Easting 48625442L) Point Number 3204, Northing 76 6 ,. asting 48112 Point Number 3205, Northing 7626 i ;1..+9 9 Point Number 3206, Northing 762701.82,Ea`stin i"8fii2.81 Point Number 3207, Northing 762721.75, Easting 486354.47 Point Number 3208, Northing 762741.63, Easting 486387.06 Point Number 3209, Northing 762719.94, Easting 486417.88 Point Number 3210, Northing 762712.69, Easting 486477.65 Point Number 3211, Northing 762730.76, Easting 486513.88 Point Number 3212, Northing 762770.63, Easting 486539.25 Point Number 3213, Northing 762810.51, Easting 486537.44 Point Number 3214, Northing 762846.68, Easting 486532.00 Point Number 3215, Northing 762868.43, Easting 486521.13 Point Number 3216, Northing 762881.13, Easting 486524.75 Point Number 3217, Northing 762901.73, Easting 486535.74 Point Number 3218, Northing 762926.13, Easting 486567.27 Point Number 3219, Northing 762937.32, Easting 486600.84 Point Number 3220, Northing 762943.50, Easting 486625.50 Point Number 3221, Northing 762944.90, Easting 486631.13 Point Number 3222, Northing 762946.38, Easting 486637.06 827V2005.155803 Ver NI-TOS8ORNE 1 WO 4 12-$01-010-.0 rt��v i 1606 ....._ WilsonMiller- OR: 4089 PG: 3663 New Directions In Planning,Design&Engineering Point Number 3223, Northing 762957.18, Easting 486658.78 Point Number 3224, Northing 762966.24, Easting 486676.90 Point Number 3225, Northing 762958.99, Easting 486705.90 Point Number 3226, Northing 762932.56, Easting 486733.06 Point Number 3227, Northing 762902.07, Easting 486733.90 Point Number 3228, Northing 762880.00, Easting 486731.38 Point Number 3229, Northing 762848.69, Easting 486728.85 Point Number 3230, Northing 762820.75, Easting 486728.00 Point Number 3231, Northing 762790.25, Easting 486728.85 Point Number 3232, Northing 762765.69, Easting 486732.21 Point Number 3233, Northing 762733.51, Easting 486736.47 Point Number 3234, Northing 762705.50, Easting 486739.00 Point Number 3235, Northing 762685.18, Easting 486742.41 Point Number 3236, Northing 762630.12, Easting 486751.72 Point Number 3237, Northing 762582.6 .Ea t ,486. 59.34 Point Number 3238, Northing 76253t:0,0,Er • .72 Point Number 3239, Northing 76 ,8,; asting 4$G A Point Number 3240, Northing 7/6A 82, Easting 486771.. Point Number 3241, Northing62 ..62, stip 48A745.6: Point Number 3242, Northin 76 41 .1: a ti g 4 '6129.22 Point Number 3243, Northing 7 23:,. i i:.::T % Point Number 3244, Northi g 7 r2, . ti t;6;:..• Point Number 3245, Northir .-7 3•I .% .s '' '8668 4. E.,, Point Number 3246, NorthingI' '.74 E stip ,11.67- Point Number 3247, Northin ?5.330.89, Easting 4;•.51.=3 Point Number 3248, Northing E, 10.22, Easting 48.; 6 5 Point Number 3249, Northing 76: 9, 5, Easting 48659•.,•1 Point Number 3250, Northing 76 4 astin 48� ��y Point Number 3251, Northing 76218 .5�t8491!47 Point Number 3252, Northing 762180.05, asting 86486.05 Point Number 3253, Northing 762157.77, Easting 486462.09 Point Number 3254, Northing 762137.10, Easting 486436.73 Point Number 3255, Northing 762118.13, Easting 486410.07 Point Number 3256, Northing 762100.95, Easting 486382.23 Point Number 3257, Northing 762095.51, Easting 486372.48 Point Number 3258, Northing 762057.77, Easting 486303.05 Point Number 3259, Northing 762047.88, Easting 486283.88 Point Number 3260, Northing 762034.47, Easting 486254.04 Point Number 3261, Northing 762023.05, Easting 486223.38 Point Number 3262, Northing 762018.68, Easting 486209.68 Point Number 3263, Northing 762000.62, Easting 486150.30 Point Number 3264, Northing 761995.61, Easting 486132.65 Point Number 3265, Northing 761988.29, Easting 486100.76 Point Number 3266, Northing 761983.07, Easting 486068.46 Point Number 3267, Northing 761979.97, Easting 486035.89 Point Number 3268, Northing 761979.01, Easting 486003.19 W23PZ 5'155663 Ver U,F-TO500000 15 01312•004-040-0 1613 6 1 1 . OR: 4089 PG: 3664 WilsonMillers New Directions In Planning.Design&Engineering Point Number 3269, Northing 761980.20, Easting 485970.49 Point Number 3270, Northing 761983.51, Easting 485937.94 Point Number 3271, Northing 761988.96, Easting 485905.63 Point Number 3272, Northing 761991.98, Easting 485891.75 Point Number 3273, Northing 761996.38, Easting 485872.82 Point Number 3274, Northing 761999.16, Easting 485880.46 Point Number 3275, Northing 762004.81, Easting 485896.00 Point Number 3276, Northing 762031.63, Easting 485908.18 Point Number 3277, Northing 762075.43, Easting 485920.38 Point Number 3278, Northing 762116.87, Easting 485925.25 Point Number 3279, Northing 762148.56, Easting 485927.69 Point Number 3280, Northing 762172.94, Easting 485908.18 Point Number 3281, Northing 762184.63, Easting 485875.07 Point Number 3282, Northing 762187.56,Easting 485866.78 Point Number 3283, Northing 762194. • 48546.41 Point Number 3284, Northing 7621 8 ,1_� ..6 Point Number 3285, Northing 76211 ;Fasting 4 1%5' Point Number 3286, Northing/768194.87, Easting 48574 .:2' Point Number 3287, Northing/7624Sk7:5fi; tin �4.§ 723.0• Point Number 3288, Northin762161:19;= anti g 485 i88.91 Point Number 3289, Northi g 7. -s,�1., .:sti =ri 85�:• Point Number 3290, Northing 7 2 07. 2, E.stint, •3 .1. Point Number 3291, Northi 2,s•'.:1, In. 18573:.7 �, Point Number 3292, Northi 209-,.94,Easting 576• Point Number 3293, Northin :7.6 090.06, Easting 4.g96 13 Point Number 3294, Northing 702 63.31, Easting 48 '.7 .OJ Point Number 3295, Northing ' �'0 18, Easting 48581 6� Point Number 3296, Northing 762d(0 Easting 485 2 Point Number 3297, Northing 7619�J9:3„esti rg $ 8 (i:29 Point Number 3298, Northing 761995.07,Eas-ting-48 869.22 Point Number 3299, Northing 761995.45, Easting 485870.28 Point Number 3300, Northing 761746.30, Easting 485863.97 Point Number 3301, Northing 761721.69, Easting 485759.35 Point Number 3302, Northing 761702.00,Easting 485653.82 Point Number 3303, Northing 761706.92, Easting 485546.85 Point Number 3304, Northing 761741.38, Easting 485335.16 Point Number 3305, Northing 761775.02, Easting 485123.47 Point Number 3306, Northing 761737.28, Easting 484966.97 Point Number 3307, Northing 761640.46, Easting 484775.59 Point Number 3308, Northing 761603.54, Easting 484675.08 Point Number 3309, Northing 761589.59, Easting 484514.88 Point Number 3310, Northing 761540.36, Easting 484363.29 Point Number 3311, Northing 761439.44, Easting 484237.76 Point Number 3312, Northing 761313.91, Easting 484135.81 Point Number 3313, Northing 761173.60, Easting 484058.89 Point Number 3314, Northing 760965.20, Easting 484004.23 s 823/2505-155883 Ver,011-TOSBORNE 16 ((\/ 03312.504-010.-0 r✓ 1606 WilsonMiller' OR: 4089 PG: 3665 New Offections In Planning,Design&Engineering Point Number 3315, Northing 760821.61, Easting 483943.20 Point Number 3316, Northing 760707.56, Easting 483831.00 Point Number 3317, Northing 760599.26, Easting 483708.75 Point Number 3318, Northing 760435.98, Easting 483496.14 Point Number 3319, Northing 760344.09, Easting 483362.19 Point Number 3320, Northing 760363.78, Easting 483204.56 Point Number 3321, Northing 760415.47, Easting 483110.20 Point Number 3322, Northing 760441.73, Easting 483006.41 Point Number 3323, Northing 760413.83, Easting 482901.39 Point Number 3324, Northing 760326.86, Fasting 482858.62 Point Number 3325, Northing 760215.27, Easting 482855.54 Point Number 3326, Northing 760204.59, Easting 482840.62 Point Number 3327, Northing 760213.19, Easting 482845.19 Point Number 3328, Northing 760236.38, Easting 482851.81 Point Number 3329, Northing 760281.O64 Eastin --4S 843.54 Point Number 3330, Northing 760291 tit $ 9. 7 Thence North 69°05'29"West 32 feet to a point on the` est ine of the aforementioned Section 33 (Point Number 33 1, Ogino •0302.50 Eastirl 4 808.48) 14— Thence along said west line No ° ' : to( oint Number 3335, Northing 760952.05, Fasting 482803 09) Thence leaving said west 1i s ra ht-t sed :s is t` . . * following vertices(Points 3336 through 3546 &2502 I flu Point Number 3336, Northing 6 9 14, Easting 48283 Point Number 3337, Northing 7609.0 .1, asting 4 $ Point Number 3338, Northing 7609 91ting/11060..5-:87 Point Number 3339, Northing 760918.77,-Eas"tiai4-482892.44 Point Number 3340, Northing 760921.81, Fasting 482922.91 Point Number 3341, Northing 760943.14, Easting 482968.62 Point Number 3342, Northing 760964.47, Easting 482992.99 Point Number 3343, Northing 760994.95, Easting 483005.18 Point Number 3344, Northing 761031.51, Easting 483008.23 Point Number 3345, Northing 761092.45, Easting 483008.23 Point Number 3346, Northing 761141.21, Easting 483023.46 Point Number 3347, Northing 761193.01, Easting 483044.79 Point Number 3348, Northing 761223.48, Easting 483066.12 Point Number 3349, Northing 761263.09, Easting 483105.74 Point Number 3350, Northing 761302.70, Easting 483133.16 Point Number 3351, Northing 761324.03, Easting 483169.73 Point Number 3352, Northing 761342.31, Easting 483203.24 Point Number 3353, Northing 761375.83, Easting 483227.62 Point Number 3354, Northing 761403.26, Easting 483248.95 Point Number 3355, Northing 761415.44, Easting 483267.23 ernacos-155807 Ver.011-ToseQnnE 17 e�3 03312.50404P-0 160 6 wil11iMillers OR: 4089 PG: 3666 r New Directions to Planning,Design 8 Engineering Point Number 3356, Northing 761391.07, Easting 483312.94 Point Number 3357, Northing 761348.41, Easting 483331.22 Point Number 3358, Northing 761314.89, Easting 483370.83 Point Number 3359, Northing 761290.51, Easting 483407.40 Point Number 3360, Northing 761287.47, Easting 483440.92 Point Number 3361, Northing 761299.65, Easting 483477.48 ` Point Number 3362, Northing 761330.13, Easting 483501.86 Point Number 3363, Northing 761366.69, Easting 483511.00 Point Number 3364, Northing 761445.92, Easting 483514.05 Point Number 3365, Northing 761491.62, Easting 483504.91 Point Number 3366, Northing 761522.09, Easting 483447.01 Point Number 3367, Northing 761567.80, Easting 483383.02 Point Number 3368, Northing 761598.27, Easting 483358.65 Point Number 3369, Northing 761647.02, Easting 483358.65 Point Number 3370, Northing 761692.73rEa rra� 48 386.07 Point Number 3371, Northing 761729: 0 .' t7iirS9.�8�4- . 9 Point Number 3372, Northing 76 7(5 7 ,Easting 48341 Point Number 3373, Northing 76* .10, Easting 48349 . 1 Point Number 3374, Northing/761 02:43; stin�48544.5 Point Number 3375, Northing 76, 814'617 acting 483.84.13 Point Number 3376, North' 77 :c:44,9,, stirs ' • •."®e Point Number 3377, North' g 70 E st)0• • ‘•. Point Number 3378, North' 9.. 1 :d ,, stn• 48370'.0 c", Point Number 3379, Northi 191'.1 ; sti »:375 . Point Number 3380, Northin 948.69, Easting 4: 794.38 Point Number 3381, Northing *1\979.16, Easting 4$3 7 9 ..0 Point Number 3382, Northing 7009, Easting 48385 . 2^-1 Point Number 3383, Northing 76 +1 7-, asting 4 38 -09-- Point Number 3384, Northing 7620 a •d;',EizrttIZg10.`-5'. 88 Point Number 3385, Northing 762027.9 , Easting-48'4D07.68 Point Number 3386, Northing 762027.91, Easting 484065.57 Point Number 3387, Northing 762052.29, Easting 484108.23 Point Number 3388, Northing 762073.62, Easting 484160.03 Point Number 3389, Northing 762091.90, Easting 484199.64 Point Number 3390, Northing 762119.32, Easting 484236.21 Point Number 3391, Northing 762152.84, Easting 484272.77 Point Number 3392, Northing 762195.50, Easting 484312.39 Point Number 3393, Northing 762222.92, Easting 484342.86 Point Number 3394, Northing 762238.16, Easting 484428.18 Point Number 3395, Northing 762262.54, Easting 484495.21 Point Number 3396, Northing 762286.91, Easting 484531.78 Point Number 3397, Northing 762344.81, Easting 484574.44 Point Number 3398, Northing 762378.33, Easting 484611.00 Point Number 3399, Northing 762396.61, Easting 484671.94 Point Number 3400, Northing 762424.03, Easting 484745.07 Point Number 3401, Northing 762454.50, Easting 484793.83 8/23/2005-155883 Ver 011-TOSBORNE 1 wu 03312-504010--0 16t) 6 WilsonMiller' OR: 4089 PG: 3667 New Directions In Planning,Design&Engineering Point Number 3402, Northing 762484.97, Easting 484839.53 Point Number 3403, Northing 762509.35, Easting 484866.96 Point Number 3404, Northing 762548.96, Easting 484909.62 Point Number 3405, Northing 762555.06, Easting 484961.42 Point Number 3406, Northing 762555.06, Easting 485028.45 Point Number 3407, Northing 762542.87, Easting 485077.21 Point Number 3408, Northing 762536.78, Easting 485129.01 Point Number 3409, Northing 762542.87, Easting 485162.53 Point Number 3410, Northing 762561.15, Easting 485196.04 Point Number 3411, Northing 762576.39, Fasting 485220.42 Point Number 3412, Northing 762606.86, Easting 485244.80 Point Number 3413, Northing 762609.91,Easting 485324.02 Point Number 3414, Northing 762588.58, Easting 485381.92 Point Number 3415, Northing 762588.58, Easting 485424.58 Point Number 3416, Northing 762604.93..Easting-4:4: .440.12 Point Number 3417, Northing 7626 1 AitiA�c 60 Point Number 3418, Northing 762 ,-Easting-48 , . Point Number 3419, Northing 76 2.56, Easting 48546• : Point Number 3420, Northin i�16 44.63,E.sting 485437.2 Point Number 3421, Northin6 7. 798: 1606 WilsonMillery OR: 4089 PG: 3668 New Directions In;tanning,Design&Engineering Point Number 3448, Northing 763077.09, Easting 485379.23 Point Number 3449, Northing 763053.02, Easting 485371.71 Point Number 3450, Northing 763037.09, Easting 485361.76 Point Number 3451, Northing 763005.24, Easting 485335.88 Point Number 3452, Northing 762991.31, Easting 485329.91 Point Number 3453, Northing 762959.45, Easting 485315.96 Point Number 3454, Northing 762921.63, Easting 485311.98 Point Number 3455, Northing 762895.75, Easting 485296.06 Point Number 3456, Northing 762887.79, Easting 485284.12 Point Number 3457, Northing 762877.83, Easting 485264.20 Point Number 3458, Northing 762867.88, Easting 485252.27 Point Number 3459, Northing 762860.64, Easting 485249.05 Point Number 3460, Northing 762870.87, Easting 485187,78 Point Number 3461, Northing 762858.81, Easting 485166.75 Point Number 3462, Northing 762867.81„Eastting-48 079.59 Point Number 3463, Northing 762930:'3;F ti t ib : 57 Point Number 3464, Northing 76?•• r -,Fasting • Point Number 3465, Northing 7,8?,9,8.57, Easting 48503 6L Point Number 3466, Northin 62 •3:32; stip 485065. R 9 9 Point Number 3467, Northin 76 032z-28Eas 'ng 5 89.17i, Point Number 3468, Northi g 7 1 , ' : ti e 8 a Point Number 3469, Northig 7 3 •0, E.s _. :51 Point Number 3470, Northi g..�7 3 •6,E.s n. ; :510 .9 i. Point Number 3471, Northi .8 a ti .:509 Point Number 3472, Northink-7.6 153.97, Easting 48 956 93 Point Number 3473, Northing\7164.76, Easting 48,$87.8 �,O Point Number 3474, Northing 01 6 91, Easting 48491 6L' Point Number 3475, Northing 7634448 Fasting 48 Point Number 3476, Northing 763137 4� - . 1 Point Number 3477, Northing763188 98tti8 rtJ--484 Point Number 3478, Northing 763207.49, Easting 484918.38 Point Number 3479, Northing 763230.99, Easting 484910.87 , Point Number 3480, Northing 763274.12, Easting 484909.28 Point Number 3481, Northing 763296.06, Easting 484909.28 Point Number 3482, Northing 763315.56, Easting 484906.85 Point Number 3483, Northing 763337.50, Easting 484901.96 Point Number 3484, Northing 763374.07, Easting 484897.09 Point Number 3485, Northing 763413.01, Easting 484887.34 Point Number 3486, Northing 763427.79, Easting 484874.69 Point Number 3487, Northing 763430.06, Easting 484872.75 Point Number 3488, Northing 763450.89, Easting 484862.62 Point Number 3489, Northing 763485.69, Easting 484845.69 Point Number 3490, Northing 763486.95, Easting 484843.42 Point Number 3491, Northing 763511.00, Easting 484800.12 Point Number 3492, Northing 763643.19, Easting 484746.00 Point Number 3493, Northing 763772.43, Easting 484709.94 &2712005.155867 Ver.011.TOSBORNE �� rwoo 00S12S08-016-0 16136 WilsonMiller3 OR: 4089 PG: 3669 New Directions In Planning.Design&Engineering Point Number 3494, Northing 763844.56, Easting 484691.91 Point Number 3495, Northing 763886.62, Easting 484688.90 Point Number 3496, Northing 763945.68, Easting 484665.30 Point Number 3497, Northing 763946.75, Easting 484664.87 Point Number 3498, Northing 763963.58, Easting 484663.24 Point Number 3499, Northing 764039.93, Easting 484655.85 Point Number 3500, Northing 764109.07, Easting 484637.81 Point Number 3501, Northing 764131.22, Easting 484584.14 Point Number 3502, Northing 764132.78, Easting 484580.36 Point Number 3503, Northing 764109.23, Easting 484543.90 Point Number 3504, Northing 764100.00, Easting 484529.63 Point Number 3505, Northing 764066.95, Easting 484512.14 Point Number 3506, Northing 764061.96, Easting 484509.49 Point Number 3507, Northing 764048.93, Easting 484502.60 Point Number 3508, Northing 764039.93.,-x-astirct� 460.50 Point Number 3509, Northing 7640• ,atik t� r 19 Point Number 3510, Northing 764,x:- G , asting 44 4� Point Number 3511, Northing 7840. r.o0, Easting 48444 3` Point Number 3512, Northin /764 k6.87, Estin9 484447. Point Number 3513, Northin 76 06/V: _Vim 44\• •4.89 Point Number 3514, Northi g 7 -!• tir ;4.\ a Point Number 3515, Northi g 74.69..5, E.sttn.`. •• • 9. Point Number 3516, Northi, 4170 . , E.)rn• ;,8439 .26 1_, Point Number 3517, Northi 0.0.81, .sti • 1436 Point Number 3518, Northin 76 059.25, Easting 4: 38 87 .. Point Number 3519, Northing 0.144.51, Easting 484. 117.7,2Q Point Number 3520, Northing 4-032,76, Easting 48430 . t .) Point Number 3521, Northing 7640,00, asting 454< CI Point Number 3522, Northing 76403 ,64vifiglift,0 5:' 1 Point Number 3523, Northing 764042.11 Eesti €,484128.34 Point Number 3524, Northing 764052.75, Easting 484211.32 Point Number 3525, Northing 764059.25, Easting 484187.78 Point Number 3526, Northing 764061.56, Easting 484156.03 Point Number 3527, Northing 764058.06, Easting 484140.75 Point Number 3528, Northing 764052.19, Easting 484123.12 Point Number 3529, Northing 764045.12, Easting 484109.60 Point Number 3530, Northing 764026.87, Easting 484090.78 Point Number 3531, Northing 763996.31, Easting 484071.37 Point Number 3532, Northing 763975.75, Easting 484057.28 Point Number 3533, Northing 763953.38, Easting 484038A6 Point Number 3534, Northing 763941.63, Easting 484002.01 Point Number 3535, Northing 763934.56, Easting 483978.50 Point Number 3536, Northing 763928.69, Easting 483943.81 Point Number 3537, Northing 763920.25, Easting 483931.87 Point Number 3538, Northing 763897.13, Easting 483908.29 Point Number 3539, Northing 763877.31, Easting 483873.87 &25!2005.155803 Ver.Ott-TOSSORNE 21 0331 011112-504040.0 0 1613 6 Wil nMiller9 OR: 4089 PG: 3670 New Directions In Planning,Design&Engineering Point Number 3540, Northing 763864.63, Easting 483838.50 Point Number 3541, Northing 763864.63, Easting 483806.44 Point Number 3542, Northing 763868.88, Easting 483783.35 Point Number 3543, Northing 763876.38, Easting 483757.40 Point Number 3544, Northing 763877.82, Easting 483743.72 Point Number 3545, Northing 763880.19, Easting 483725.35 Point Number 3546, Northing 763878.76, Easting 483715.43 Point Number 2502, Northing 763874.12, Easting 483696.56 (POINT OF BEGINNING) Containing 226.74 acres more or less. ?1 -1-- n CC 0 1--. ,�u 4IEcfz-C 8/23/200S-155863 Vet Otl-TOSBORNE 22 W17 o3312.04.ao--o `, ."":.--5) 1606 6 WilsOnMiller� OR: 4089 PG: 3671 New Directions in Planning,Design&Engineering ALSO INCLUDING THE FOLLOWING PARCEL PARCEL D2 COMMENCING at the aforementioned POINT B (Point Number 2820, Northing 764895.08, Easting 487126.25) Thence South 89°15'32" East 49.61 feet to (Point Number 2821, Northing 764894.44, Easting 487175.86) POINT OF BEGINNING; Thence leaving said line in straight line segments through the following vertices (Points 2822 through 2849&2821 inclusive) Point Number 2822, Northing 764904.84, Easting 487176.94 Point Number 2823, Northing 764937.11, Fasting 487182.38 Point Number 2824, Northing 764968.95, Easting 487189.91 Point Number 2825, Northing 764980.27 -sting-4:7193.13 Point Number 2826, Northing 7650 ..4 egitifig Q: 75 Point Number 2827, Northing 765 .•, asting 8 '2'• 63 Point Number 2828, Northing 760;c 6 1i 3 67, Easting 4872 5\76' Point Number 2829, Northin %/651 Fastin 487249.3, Point Number 2830, Northin 76,51 Ea g 7 64.89 Point Number 2831, Northi 7 • •. -- ti• • 2 9 -- Point Number 2832, Northi g 7.5.1• 8, .,s ' 4, :7P Point Number 2833, Northi 5.56,1, sj : 3 . F-• Point Number 2834, Northi4 2.•.81, . ti g-4873 Point Number 2835, Northin 210.56, Easting 416;343 88/ Point Number 2836, Northin ` 66 94.10, Easting 4835 .09'O Point Number 2837, Northing'701 .25, Easting 4873 •.fid✓ Point Number 2838, Northing 765,1e4 tasting Point Number 2839, Northing 765112t...81.1, 9? stip}�gt . $8o 5 Point Number 2840, Northing 765089.3sting48-74402.31 Point Number 2841, Northing 765058.33, Easting 487418.14 Point Number 2842, Northing 765044.50, Easting 487425.19 Point Number 2843, Northing 765018.56, Easting 487435.67 Point Number 2844, Northing 765004.68, Easting 487441.28 Point Number 2845, Northing 764977.56, Easting 487455.68 Point Number 2846, Northing 764932.75, Easting 487476.05 Point Number 2847, Northing 764912.31, Easting 487485.34 Point Number 2848, Northing 764885.38, Easting 487497.83 Point Number 2849, Northing 764881.28, Easting 487499.73 Point Number 2821, Northing 764894.44, Easting 487175.86 POINT OF BEGINNING Containing 1.53 acres more or less. Subject to easements of record. Bearings are based on the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being South 89°00'45"West. r` 8/23/2005.155363 Ver.Oil-TOSBORNE 23 cwa 03012504-0/0.0 0 1613 6 WilsonMiller� OR: 4089 PG: 3672 New Directions In Planning,Design&Engineering LESS & EXCEPT THE FOLLOWING PARCEL PARCEL D3 COMMENCING at the aforementioned POINT A(Point Number 2524, Northing 765013.01, Easting 484000.94) Thence North 87°13'37" East, 249.19 feet to (Point Number 2525, Northing 765025.06, Easting 484249.84)POINT OF BEGINNING Thence leaving said line in straight line segments through the following vertices (Points 2526 through 2593 &2525 inclusive) Point Number 2526, Northing 765019.19, Easting 484254.62 Point Number 2527, Northing 764997.06_,.-East $-48.272.59 Point Number 2528, Northing 764967: 1: At 2 0.09 Point Number 2529, Northing764 "1=astin 9 .4843, 6 Point Number 2530, Northing 7149 .45, Easting 48433 1 Point Number 2531, Northing 64. 4,8:06;-E stip 4 374. Number 2532, Northing 764941':06r. ti g 05.56 Point Number 2533, Northing i- Point 9 , ti .c.8.4, 40M? Point Number 2534, Northi g 21. 1, E st g 1:01', ..8 i Point Number 2535, Northinq06 6, E s n'g a 8449 r.7f �.. Point Number 2536, Northi `: 1.5 , stin• •;45. .Point Number 2537, Northin T827.38, Easting 4:': 12 28 Point Number 2538, Northing�7r 88.88, Easting 4c• `1 :. Point Number 2539, Northing .38, Easting 48450:. Point Number 2540, Northing 764 , 8,. asting 46.48 Point Number 2541, Northing 7647 1 ;i1 t5y 3 Point Number 2542, Northing 764699.6 , E ti 484592.75 Point Number 2543, Northing 764685.63, Easting 484620.75 Point Number 2544, Northing 764664.63, Easting 484657.50 Point Number 2545, Northing 764662.88, Easting 484704.75 Point Number 2546, Northing 764694.38, Easting 484760.72 Point Number 2547, Northing 764715.38, Easting 484771.22 Point Number 2548, Northing 764737.56, Easting 484782.28 Point Number 2549, Northing 764740.81, Easting 484783.94 Point Number 2550, Northing 764742.44, Easting 484784.75 Point Number 2551, Northing 764746.88, Easting 484786.97 Point Number 2552, Northing 764785.38, Easting 484809.72 Point Number 2553, Northing 764813.38, Easting 484844.69 Point Number 2554, Northing 764827.38, Easting 484872.69 Point Number 2555, Northing 764846.63, Easting 484879.69 Point Number 2556, Northing 764878.06, Easting 484904.19 Point Number 2557, Northing 764902.56, Easting 484932.19 Point Number 2558, Northing 764927.06, Easting 484967.16 , d23/2C05-155863 Vac OR•TOSBORNE 24 ., 000/2504-N0.-0 160 6 Iltlils&MillerR OR; 4089 PG: 3673 New Directions in Planning,Design&Engineering Point Number 2559, Northing 764958.56, Easting 484972.41 Point Number 2560, Northing 765002.31, Easting 484972.41 Point Number 2561, Northing 765032.06, Easting 484970.66 Point Number 2562, Northing 765082.81, Easting 484967.16 Point Number 2563, Northing 765119.50, Easting 484963.66 Point Number 2564, Northing 765135.25, Easting 484960.16 Point Number 2565, Northing 765186.00, Easting 484947.91 Point Number 2566, Northing 765238.50, Easting 484954.91 Point Number 2567, Northing 765263.00, Easting 484956.66 Point Number 2568, Northing 765287.50, Easting 484953.16 Point Number 2569, Northing 765299.75, Easting 484932.19 Point Number 2570, Northing 765296.25, Easting 484893.69 Point Number 2571, Northing 765292.75, Easting 484855.19 Point Number 2572, Northing 765301.50, Easting 484818.47 Point Number 2573, Northing 765312.00 astinc�-4:4779.97 Point Number 2574, Northing 7653 .5: 0 ssti i .• 3 72 Point Number 2575, Northing 76 1 ;-Eastin 8• Point Number 2576, Northing 7 50, Easting 4846 Point Number 2577, Northin 65A7-50;E sting 484650. Point Number 2578, Northin 76,6259`:50,.Eas ng 4i4.13.75\ Point Number 2579, Northi g 7 9, _ ti . •• 2 Point Number 2580, Northi g 7 5 00. 0, E.s''rig ; ; . Point Number 2581, Northit g 5 75 0, E.s nen • .•54.4 ) Point Number 2582, Northi g3 - .0 , agtiri• ' :452= 78 w Point Number 2583, Northin�'45,4 , 133.50, Easting 4:'•. 01 78 Point Number 2584, Northin 35.25, Easting 4 ':• •.5 >Q Point Number 2585, Northing (41 .25, Easting 4844 •.5y,6-% Point Number 2586, Northing 0.,,_7654P 48• • I°`U Point Number 2587, Northing 765 2 ;i�- 1 Point Number 2588, Northing 765086.31'; stthg-484351.34 Point Number 2589, Northing 765083.14, Easting 484341.83 Point Number 2590, Northing 765077.56, Easting 484325.08 Point Number 2591, Northing 765075.81, Easting 484319.84 Point Number 2592, Northing 765075.81, Easting 484276.09 Point Number 2593, Northing 765056.56, Easting 484256.84 Point Number 2525, Northing 765025.06, Easting 484249.84 Containing 6.44 acres more or less. Subject to easements of record. Bearings are based on the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45" East 81232005-,55867 V.n011-TOSBORNE 25 Wa 017+2-504.040•.0 0 1613 6 Wilsi�nMiller OR: 40 9 PG: 3674 - New Directions In Planning,Design&Engineering NET ACREAGE PARCEL D-1:226.74 PARCEL D-2: 1.53+ SUB-TOTAL 228.27 PARCEL D-3: 6.44- NET ACREAGE:221.83 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 9 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURA N q9 ?f pIN TE BASIS 1.DEFINITION: �/_'% �� `JI T A. THE EXTERIOR BOUNDS OF S'S,,A';7 ARE BASED O '�� qRDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REF R CE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: 4.— A. THESE LINES ARE BASE/5 O ' N• P' _ •T= o , 1 PHOTOGRAPHS HAVING THE FOLLOWING PARAMETER 1. DATE OF PHOTOGRAP Y: ,I(...4...6 066 2. NEGATIVE SCALE: 1:361 3. PIXEL DIAMETER:2.5' C"' 4. TARGET SCALE: 1"=500' \ 5. SCALE NOT TO EXCEED 1\E‘71)_,,e'. �)�) 6. THIS IMAGERY HAS NOT B ''THO CORRECTEp.'I -OR ER TO MEET MINIMUM TECHNICAL STANDARDS OR vi O' . AP E- 1f STANDARDS. 7. VERTICAL ELEVATION CHANGE It pt4I.J1S.B EFFORT HAS BEEN MADE TO MINIM ZE TH F€C DISPLACEMENT. EVERY FOR CRITICALFEA FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSU' - WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THISaDt, T IS. SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS,EXCEPT ►!!• . DIGITAL FORMAT. r' ..-.-.'...'.'1:. .. ..`.'1:. DATE 8-08-05 ,` � I.E L • ` " . M. LS#5627 i r 11:-...‘,' ,'.,' . WILS(5N,MILL gold*.REGISTERED ENGINEERS AND LAND SURVEYORS. NOT'L L)D.WITROL)T THE:SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR DMAPP`OR. NOT.BASEDQNf.LIIASURVEY OF SUBJECT LANDS. CERTIFICATE O AUTHORIZATION#LB-43 REF 2H-99 Br5 l2 o5-155883 Ver.MI-T09BORNE �� uou 03312-sa-04a-0 160 6 WilsoAnMiller® OR: 4089 PG: 3675 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL E—LARGE MAMMAL CORRIDOR) (EXHIBIT E) PARCEL El All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04); Thence along said east line of said Section v0-00°7'07"East, 220.66 feet, to the POINT OF BEGINNING (Point Number 4501 N i 65608. f1 > sting 488076.78); Thence continue along said easttlin South 00°27'07" Ea 7 . 7 feet to(Point Number 4502, Northing 765584.13, Easting 88 337)---\_._,f, Thence leaving said east li a in t iit-' v the following vertices, (Points 4503 through 4513 &4501 ncl i e) ;, Point Number 4503, Northi - 58 .18, sti • ;;':80•'-- N Point Number 4504, Northin ;76 583.08, Easting 4;''Q05 86 7 Point Number 4505, Northing .92.56, Easting 48716-1. ...0 Point Number 4506, Northing k 6ly89, Easting 48765 r1 Point Number 4507, Northing 765; 4.�,Easting 4$7_ Point Number 4508, Northing 7656 • .x,'k sting E 7 :64 Point Number 4509, Northing 765642.10, - : Flg-4487541.98 Point Number 4510, Northing 765649.42, Easting 487773.87 Point Number 4511, Northing 765654.64, Easting 487806.17 Point Number 4512, Northing 765657.74, Easting 487838.74 Point Number 4513, Northing 765658.70, Easting 487869.75 Point Number 4501, Northing 765658.70, Easting 488076.78 POINT OF BEGINNING Containing 0.66 acres more or less. Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 207•Naples,Florida 34105•239.649.4040•Fax 239.643.5716 wilsanmillec com 823/2006.155684 Ver 011-T0580RNE 1 CAM] 03312.SO4-040..0 WikanMiltlr,Mnt.—FL 116.1 LC•C000170 160 6 WilsvnMiller' OR: 4089 PG: 3676 r New Directions In Planning,Design&Engineering ALSO INCLUDING THE FOLLOWING (2) PARCELS PARCEL E2 All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04); Thence along the east line of said Section South 00°27'07" East 338.57 feet to (Point Number 4514, Northing 765540.79, Easting 488077.71); Thence leaving said line South 89°32'53"West 535.24 to(Point Number 4515, Northing 765536.57, Easting 487542.38)POINT OF BEGINNING; Thence leaving said line in straight lin Auctf\ie following vertices (Points 4516 through 4539 &4515 inclusive) /1;y:-.:--- ''- . ` / (),/ Point Number 4516, Northin %76 18:81 Eastiog 4 7540.7 Point Number 4517, Northin 76 40 84-,• astiy487 60.03 Point Number 4518, Northirfg 7 -;4.'•, ti •- •Point Number 4519, Northing 7 5 14. 2, E sti :Z• .Point Number 4520, Northig-' 5, • s ' 8758-.8• � Point Number 4521, Northi c7 4 •1.22, asting 4 758•.•• 4v Point Number 4522, Northing1n't 911.00, Easting 48 62 17 Point Number 4523, Northing3.17, Easting 48/ 4.• Point Number 4524, Northing 48 69, Easting 487538, Point Number 4525, Northing76 8 /4 -E stin 4875 0� Point Number 4526, Northing 76490&9 ;fist 745066 Point Number 4527, Northing 764947.94,-Easting-487492.13 Point Number 4528, Northing 764987.76, Easting 487468.41 Point Number 4529, Northing 765036.88, Easting 487444.68 Point Number 4530, Northing 765091.94, Easting 487420.97 Point Number 4531, Northing 765135.12, Easting 487399.78 Point Number 4532, Northing 765169.00, Easting 487379.43 Point Number 4533, Northing 765207.13, Easting 487362.51 Point Number 4534, Northing 765246.94, Fasting 487341.31 Point Number 4535, Northing 765269.86, Easting 487332.61 Point Number 4536, Northing 765464.43, Easting 487474.12 Point Number 4537, Northing 765489.65, Easting 487494.96 Point Number 4538, Northing 765513.46, Easting 487517.41 Point Number 4539, Northing 765535.74, Easting 487541.36 Point Number 4515, Northing 765536.57, Easting 487542.38 POINT OF BEGINNING 829/2000 155881 Ver_OH-TOSBORNE 2 GN) 3 03912.504010•-0 t 7i 1.1 160 6 W lso►nMiller OR: 4089 PG: 3677 New Directions In Planning.Design&Engineering Containing 2.16 acres more or less. PARCEL E3 All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04) POINT OF BEGINNING; Thence along the east line of said Section South 00°27'07"East 3323.71 feet to (Point Number 4540, Northing 762555.75, Easting 488101.26); Thence continue along the east lin--of sOi $ 00°27'07" East 470.48 feet to(Point Number 4541, Northing 762085 ••, ing 488104.9• Thence leaving said line in st(aig• 'ne-seg nsa��_ts thf•ugh the fol owing vertices (Points 4542 through 4672 &4540 inclus.(m); - �r� Point Number 4542, Northi g 2 82. 4,ast $:b ,6.4f Point Number 4543, Northi 2 8 .8, East . f-.4880 .. 3 , Point Number 4544, Northi . 082.76,Easting • :80 c6 / Point Number 4545, Northin 086.07, Easting 4:1 78t0 Point Number 4546, Northint 88.16, Easting 486 . 0 Point Number 4547, Northingb 82 Easting48786 Point Number 4548, Northing 762astin 81 52, : Point Number 4549, Northing 76206 stillgt2t$ 8 9'74 Point Number 4550, Northing 762066.81, Easting-481`787.03 Point Number 4551, Northing 762067.99, Easting 487754.34 Point Number 4552, Northing 762071.31, Easting 487721.79 Point Number 4553, Northing 762076.75, Easting 487689.52 Point Number 4554, Northing 762083.46, Easting 487660.74 Point Number 4555, Northing 762114.64, Easting 487543.00 Point Number 4556, Northing 762125.06, Easting 487508.67 Point Number 4557, Northing 762136.69, Easting 487478.09 Point Number 4558, Northing 762150.30, Easting 487448.33 Point Number 4559, Northing 762165.82, Easting 487419.53 Point Number 4560, Northing 762170.43, Easting 487411.76 Point Number 4561, Northing 762199.97, Easting 487363.05 Point Number 4562, Northing 762212.73, Easting 487343.09 Point Number 4563, Northing 762222.44, Easting 487329.17 Point Number 4564, Northing 762230.71, Easting 487311.72 Point Number 4565, Northing 762246.23, Easting 487282.92 Point Number 4566, Northing 762263.60, Easting 487255.19 -- 8/23/2005-155884 Ver.011.TOSBORNE rj C.MO 1 16U 6 WilsonMiller� 011: 408PG: 3678 r New Directions In Planning.Design&Engineering Point Number 4567, Northing 762275.50, Easting 487238.28 Point Number 4568, Northing 762325.55, Easting 487170.18 Point Number 4569, Northing 762332.80, Easting 487160.56 Point Number 4570, Northing 762353.64,Easting 487135.34 Point Number 4571, Northing 762376.08, Easting 487111.54 Point Number 4572, Northing 762377.68, Easting 487109.96 Point Number 4573, Northing 762456.44, Easting 487032.42 Point Number 4574, Northing 762478.81, Easting 487011.71 Point Number 4575, Northing 762504.17,Easting 486991.04 Point Number 4576, Northing 762530.83, Easting 486972.08 Point Number 4577, Northing 762539.14,Easting 486966.68 Point Number 4578, Northing 762569.49, Easting 486947.40 Point Number 4579, Northing 762585.83, Easting 486937.55 Point Number 4580, Northing 762583.73, Easting 486935.57 Point Number 4581, Northing 762561f g-48 911.61 Point Number 4582, Northing 76254--. Zit 68 9,17 Point Number 4583, Northing7 :ors astin 4$ \3 I 1,- g , Point Number 4584, Northing 7625- .21, Easting 48683 Point Number 4585, Northin'762483:25;E,asting 4$,8809.7 I Point Number 4586, Northi g 76247'x-: Ea f g 91.33 Point Number 4587, Northi g 762 �69; al gA 8 8 a5- Point Number 4588, Northi g 2 69:'9 E "`t g 6. ---12 Point Number 4589, Northi 2 9 , E s g 867 . 2 f..., Point Number 4590, Northi 506.4 sti g 4 67831 c Point Number 4591, Northin`;-. 514.93, Easting 483[90 Point Number 4592, Northin T 70.00, Easting 481 791.6 0 Point Number 4593, Northing 6 „002,Easting 48676q0 Point Number 4594, Northing 762astin 486763.57 Point Number 4595, Northing 7626 9.3,4 sti tc, $t75n3 Point Number 4596, Northing 762717.38r,'Easting-48055.10 Point Number 4597, Northing 762744.31,Easting 486753.06 Point Number 4598, Northing 762773.32, Easting 486750.87 Point Number 4599, Northing 762797.00,Easting 486748.03 Point Number 4600, Northing 762815.62,Easting 486745.78 Point Number 4601, Northing 762863.07,Easting 486745.78 Point Number 4602, Northing 762902.07, Easting 486750.03 Point Number 4603, Northing 762952.07,Easting 486750.03 Point Number 4604, Northing 762988.44, Easting 486748.32 Point Number 4605, Northing 763024.87, Easting 486746.63 Point Number 4606, Northing 763058.88,Easting 486740.31 Point Number 4607, Northing 763066.69, Easting 486753.94 Point Number 4608, Northing 763080.94, Easting 486786.34 Point Number 4609, Northing 763098.94, Easting 486812.31 Point Number 4610, Northing 763110.94, Easting 486830.28 Point Number 4611, Northing 763112.25, Easting 486842.94 Point Number 4612, Northing 763106.94,Easting 486866.87 &23/2045.155884 Ver.01!-TOSaORNE 4 WO 01112-504.040.-0 ^✓> 16 u 6 OR: 4089 PG: 3679 WilsonMlller° New Directions In Planning,Design&Engineering Point Number 4613, Northing 763096.94, Easting 486878.22 Point Number 4614, Northing 763080.94, Easting 486897.50 Point Number 4615, Northing 763073.95, Easting 486912.48 Point Number 4616, Northing 763071.62, Easting 486917.47 Point Number 4617, Northing 763068.31, Easting 486945.44 Point Number 4618, Northing 763066.31, Easting 486958.75 Point Number 4619, Northing 763059.62, Easting 486978.06 Point Number 4620, Northing 763054.31, Easting 486984.72 Point Number 4621, Northing 763045.69, Easting 486996.03 Point Number 4622, Northing 763015.06, Easting 486996.03 Point Number 4623, Northing 763001.75, Easting 486988.03 Point Number 4624, Northing 762985.12, Easting 486984.72 Point Number 4625, Northing 762968.44, Easting 486981.37 Point Number 4626, Northing 762936.50, Easting 486985.38 Point Number 4627, Northing 762916.6; i g • :6994.69 Point Number 4628, Northing 76290.2. . - '•. • v72A9 Point Number 4629, Northing 7 29 .S6;Easting 4870 1.. \Point Number 4630, Northing 6 X14.56, Easting 487044 \ Point Number 4631, Northin 766 02)8:50 asting 4$7059.2• Point Number 4632, Northi 7 946:5-0 a ti g 487 73.25 Point Number 4633, Northi 5-g 762741 , ^t:s i a 7 w Point Number 4634, Northi g 7.2°98.14, E-st 4! r,'7 3 , N rthi : c .t :st 8710j.19 Point Number 4635, o g,�' �, ,t rig � F-, Point Number 4636, Northi T-73� .69,-Easting 71 / I Point Number 4637, Northin ,, 6 043.00, Easting 4 8145 13 Point Number 4638, Northing.? 52.31, Easting 48 q Point Number 4639, Northing31, Easting48719¢' 1 Point Number 4640, Northing 76 I-i-EaslIng_48107 Point Number 4641, Northing 76310j sti t45.87 Point Number 4642, Northing 763102.70,Easting 487250.77 Point Number 4643, Northing 763091.63, Easting 487251.62 Point Number 4644, Northing 763064.31, Easting 487257.62 Point Number 4645, Northing 763041.00, Easting 487271.59 Point Number 4646, Northing 763010.50, Easting 487295.91 Point Number 4647, Northing 762962.87, Easting 487322.00 Point Number 4648, Northing 762942.94, Easting 487332.75 Point Number 4649, Northing 762910.69, Easting 487349.62 Point Number 4650, Northing 762904.54, Easting 487352.14 Point Number 4651, Northing 762837.55, Easting 487369.46 Point Number 4652, Northing 762807.19, Easting 487388.74 Point Number 4653, Northing 762807.09, Easting 487388.84 Point Number 4654, Northing 762804.75, Easting 487389.56 Point Number 4655, Northing 762763.31, Easting 487407.97 Point Number 4656, Northing 762711.06, Easting 487429.47 Point Number 4657, Northing 762672.69, Easting 487452.50 Point Number 4658, Northing 762629,69, Easting 487510.84 823,2005-155064 Ver.811•TOSDORNE 5 uw J 03312-504-04a-o 160 6 WilsonMiller` OR: 4089 PG: 3680 New Directions In Planning,Design&Engineering Point Number 4659, Northing 762599.00, Easting 487564.59 Point Number 4660, Northing 762582.12, Easting 487619.87 Point Number 4661, Northing 762574.44, Easting 487664.41 Point Number 4662, Northing 762568.31, Easting 487713.53 Point Number 4663, Northing 762579.97, Easting 487738.97 Point Number 4664, Northing 762566.79, Easting 487788.73 Point Number 4665, Northing 762578.76, Easting 487865.20 Point Number 4666, Northing 762566.75, Easting 487903.91 Point Number 4667, Northing 762557.56, Easting 487940.78 Point Number 4668, Northing 762552.94, Easting 487988.37 Point Number 4669, Northing 762563.69, Easting 488023.69 Point Number 4670, Northing 762566.75, Easting 488040.56 Point Number 4671, Northing 762560.62, Easting 488069.75 Point Number 4672, Northing 762552.94, Easting 488088.16 Point Number 4540, Northing 7625555-7625551,75,--EmtImA88101.26 POINT OF BEGINNING Containing 17.27 acres more or 16w; Subject to easements of recorn. Bearings are based on the north m tSectior 2M wnsh • 4. South, Range 28 East, Collier County, Florida being North 89°2014511-eat.". (C(0)111 . NET ACREAGE NET E1:0.66 PARCEL E2:2.16 PARCEL E3+17.27 v0 NET ACREAGE: 20.09 6Q320c0 155064 Ver.014 TOSBORNE 6 0 CAIN 03312-30440•0 16 0 6 -- WilsonMiller' OR: 4089 PG: 3681 New Directions In Planning,Design&Engineering i 1 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 10 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A.7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY:4/23/0 ROtjl 2.3. PIXEL DIVE SCALE:AM TER:2 5 6000 /�,\' -IV?, 4. TARGET SCALE: 1"=500' �� 5. SCALE NOT TO EXCEED "=5 0. 6. THIS IMAGERY HAS NO BE'N • T - -RECT:D IN 0 DE TO MEET MINIMUM TECHNICAL STANDAR S .'+it• M( t` • *a`r•' ' -TAIIDARDS. .-. 7. VERTICAL ELEVATION H G S IL E 0-1';i537 A DISPLACEMENT.EVERY EFFORT HAS BEEN M S , 1I�J I E I' :3, FEC Fs/RI . I[ICAL FEATURES. 8. IN AREAS WHERE TALL S.111 CTOR a- TIRE"S L ` q, BBSTRUCT FEATURES, EXPOSURES W_ ERE MO�A, T ED IN AN EFFORT ,011/1 I (ZJ IMHE EFFECT. f 9. THIS P;^ti• T IS SIMIL ACCURACY TO RTI IE .� LARGEMENTS,EXCEPT Pr:, tri I- DIGITAL Fe SAT. C, (g r BY ��'. 7'1r . TE '.1 II 'T 8-08-05 LANG TV. M. LS#5627 r' .-, J: WILSON ' ft4 REAM•ERED ENGINEERS AND LAND SURVEYORS. ' NOT.>V �.V1N'(hJ lU 31 E;StNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURV Y(3�t'.AI4)4 ,PER. NOT S. H .�tT:,JULL SU, VEY OF SUBJECT LANDS. CERTIFI " ' E'OPAIJtHORIZATION#LB-43 REF 2H-99 873/2005-155881 Ver.011-TO5801454E ruu 03312-504 440-•0 0 LÔUÔ • n n p > a m 0 D Z . AA U m m .. v a b v'ov �. m 7:( $1 00 ( o, 0 0 o O0 1 .tt'oott 30•1I.I0C �1 m* n vv f ..� - �...,— og � o b n `. b S > P) I`1S % `ti O b 0 Q \ ,� D '\ \� m N _. 2.-) �J o z ,./ 11 z.) o -._gz 1 n z ct-� i . l f r'1 z t* co N ' t Y / n >>v n r p0 0 inro I Y 1 CO r PI a tiC M10.1Zb0N ` .1ju V9 11V 4-' 9 m 5, m n M it'ElCI NJr.11 I (1 m s $� N v0 r stun E.IC` 8 • • p �m . Zor KI Y7l.li G I 8 " Fi i 141 ; c- m V ,'rtf IJt.K v m C I •---t t ' co 2 ...4 co w} � i G�c `-- MAI.Li I.0I.18t •m k 1.. . 8 414111 PV 11 f. _ fit'' N�` X o m I "CI.1'11 M.tl.••A AO',i! .s',..y ptl 13 z C] Y -I WV a cn A t., 1.,.. �, W b .ti m * (4-1 :3010°2°°303°t13--".3 Z dl .-,'.OU rntomom A • O yA n�Z bM n I N p -1 �xDyo--, zib � � 2 J O �Z D [1oymaooh4A8=1,,El0 9 L . 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N K'+ 4 /�/ iSSS ' o / tii 1 Z714co n j P Yr• Ii �� L o 1 CMZ o=z Arn m V Z m 4-2 Om •0 ai.a 0,11 y ^itnrTIT N-0::c2Dn�210m QO 05+ ZO rrr,Dp ��O�n,p2�0-40no r 4) -4 o1xD,,')ra- zc)b- 2-, 0 a CA0 > r-200-rPaOop0yyp�svl0 O� W 0=a orn ,c)T'1 _ A?00001 (ai•) C.0 � °)O n m i !I11iInJ nm 2S mej�00�0 CZE u 0 yx.-3 vs rrr,2 in0ozm„2 2z 0 m z -+z zni"y on 2 0 '�3zCA 1 . pto.raiZp Zp z Agl .J m xi CC13 03 p La p V,4r O.<A A V1 2 0PIO a z m' D AO20Z -+ a t7 Ny 0) 2 D-1 cb�r oo l7 aOZ O z2 bNZ D zz R_ �w m 2• Lnn2� gw rn bi), _, r',o , en I1 Sin (CI o`' (0 ' EXHIBIT E 6• Dvr- 2 m or N CD .N. S J�z N A v v N F.N }Fi$j yyO • AN O O tn.AA - • m• m Z r til .51 c, n V i i E x o m in w / 0 r o v Ik.\ \ N 1:3 r4 73 74 \)> m bcsv. m m _ m i0 U z§ ,� "�0 g !nm ni `4 ' Ai --i *,.S‘, ' r� i A N� Jf ).m Y' ( �`� \afi..(] pig '^L.y 01 y \�\amu . �►` aN - i i i 1 I "' F I. ii • , , , / g. . :N6.44<lk,:,41,...„ANAI - ALIss R. r. # m 8 oo 'It \ IN „322.t£AOS m l''3 acd n TR- 9 f U Z `�t4411.� ... fL9.LS�8N J ,. A ! . co a li, i \ 4„. ...,,,,,... „,,vii: LI-) o .0.4-..,' 3,9t.t£A0S Ca C 3 4 N 3 '2.2.,7,5 M 1 • p m,„ .. G �A4 .0. W Crl �� :. L7 rn 2o'mm 00 .. QmZrrnQrn oommrrnMoorrn UN2E 'F' ..3 A�ym�Ar"I�y�ry^�Z UM Z:1MSai - 4a O ^Inxa0Z0<n33022-15tulz 2 mm ~)l C7 cn'ti rn +o ,ono ro�ox+na o O CZ O D f) 0 nr O on y z tJ 0 r � " �rro� o, r ,z) lo = om oZ' Hi N o �p 7C xi ao *imn 0• Z Gln u_ 1 tocD o � �z x �'^ nzi Bozo Smmo •P n p* o Zo,Van2g,,roA .' m2 O ' .aj fn C co a)=.0`.,..1 n M 2 y -1 .Z � C 3; nz 0 i..3• a m 2 0~ z A- p w ~ n!^ 2 r nt. opaN z en �2 -i; 0 — Ok 9fb s. N CI 20Mb�m OS •.:-.± 2R CI nA� �CA' yzv '06LnTi] .. ri2v. I- N I AAT' ). LI I u)7" (p A el o EXHIBIT E C 6 160 n n o s a3 C o x y n '1 R Z Pl z Z '`'. oma -4 W Q 7 p� nt \W S N o y N -� .96'6616 3.4f.96.0QS WN a W [o PJ I \... ... \\ :.t; M g l w `49 i ,. x 8 \ 1/4.. `� � � \a n� _ 6F \ o I F � � �r N ,73 n -+z i i u CO IIo m� w j c o a 9 J o s x �, tilt CO m V a / i 'd Et o o • u;,,, Uk 6 N 1: '1 m v m u ibll 8 p N >m V �y r u n�T.: 0 to r (] qpFpo f L,,,1 v' �,ii AA II �� \\\N''..----...\''.--- Tr N � Wy=mGiCI U.40Yl 4 U N 2 l� mmm FtU CI r Ca v v.- v .�-, ti `' m C-a.) * omimo�moomnirc,aoom 1,1 O� 00. iN 0 p Z 0,b 1. Zr,Zn `1 X, E q Wa O 1.--1 Op 2 j R z O^' 03 ell 2y ... o ^� in .-3G] va clp0 Ii' t n (0A o (0 A EXHIBIT E C°tetz 1606 nnoA AA A - n < C c x = I Z e 0 0 7 K D ai0 g n S T ma 10 C 3 N rr'1 W E, a b .ca N=C 74.57' c(4 ,-. 'b W00yym p J ',' C+'Ip OI S g A S 4.-,to j /u c q G' r x z U 0 2 G .: Y �4 o N t II S 1 rn N 0 al _ Z -i m V r n y 2 .21 ' 2 N R1 AA U W e $ I, N< m r A WN o I _ ym jjg 7 Q c mvi O r5 I m N in ( A 1N?N -i a y 00 6 9. N . i i 11 ' ;11 *". r-x ;.'', ..... . (7) 1144°,1i. '' 4 c, . . 43 �i•I / � W ..p.- '6a TRC CO 1 0 b CI m r. M W .3 rtM�m?1D-Ir-��_n"'Z b1i D 00 0 z mD� 0�onz,zz, yzA z rn Z O Is 6-ON(0p1'4ilo coxa D z°zom oaDzoxo �, rh in I'1 O �t h rn vi N o tt.' ° M 7) 2O y a20•co xlD �r ZIP r "1 1 ° pz o : zomA�Arnrn0�a fioo� 1 0 x ,.30 C�PX7)'1.0 �O rcr2� rn ox.3. rrn M2 0000Z^°(z 22 z 0 ��yy� -+z DzCz p`' 2 - 9 A53 4 0 �ra �'� r� A O '1`Z�I '00 111110 C o t<rl rn 2 rr Z ' a triz rno yc )a.0 pT ,t R dNW j' 2 A,00 " qp O O1 ;> co Oro 07 D m 2- a D0oZIo -rte' ren tn x� rr2 U, �2 ?l 0 y • g n t4 r- (fl � o~ (0 5 `�:.f EXHIBIT E — 16c 6 OR: 4089 PG: 3687 ......._ Table 1 SSA 7 Stewardship Base Credit Calculation Table ,, T,SA':.::: ,: .14pA ,-.:ayyRA.-..i gpo_ili - .Tpsal..,---...;.-,:• ,., ,..i.,V-?'..., , •i :;.,-iii-,!.._?.-: ,:..,.,i0.1,0c1:.::, '',4!_t4iii, Total..7-, ::'1' AOli:::i --16#1-";" ?J';''0kiti e;-;:*02I -Credits' 4-1414G. Value.-.;:::- .',Atiiit.ty, , IA‘iiiii q .4i104ei ','-''.445:-i--Weeiiii.,?)041401.itkq Iti;fealair-- o.00 0.00 0.00 0.00 1.30 1.30 1.30 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 2.12 2.12 2.12 0.38 0.38 0.30 0.00 0.00 0.00 3.96 3.96 3.96 1.07 1.07 0.40 0.00 0.00 0.00 4.36 4.36 4.36 1.57 1.57 0.50 0.00 2.87 0.00 1.92 4.79 4.79 2.15 2.15 0.60 0.08 1.84 0.00 0.01 1.93 1.93 1.04 1.04 0.70 0.00 0.57 0.00 1.00 1.57 1.57 0.99 0.99 0.80 0.00 0.65 0.00 0.01 0.66 0.66 0.47 0.47 0.90 1.11 1.81 0.00 0.19 3.11 3.11 2.52 2.52 1.00 1.47 14.20 0.00 0.02 15.69 15.69 14.12 14.12 1.10 9.01 7.24 0.00 0.20 16.44 16.44 16.28 16.28 1.20 0.27 9.58 0.00-------/--1749 10.94 10.94 11.82 11.82 1.30 0.68 26,15 --A-03'3- k---1-6)1'; 29 94 29.94 35.03 35.03 ----J-147..., . 1.40 12.62 8;,29:39,0)0---4.05 1 45 25.45 32.06 32.06 1.50 20.40 *.lib/0.00 12.10 Eir. El 81.70 110.30 110.30 1.60 1.10 7 4.5A ---0:00--\ 7.99 .63 13.63 19.62 19.62 1.70 3.93 267é4 1-0-er:04 - -r2 38..0 38.60 59.05 59.05 1.80 81.27 ,, 16.14 -as 152.03 246.29 246.29 - 1.90 183.81 1 .82(-.--:-'V.00(1) .1 .1 201.16 343.99 343.99 2.00 1.93 4 77 • t 4 4.6J. 54.60 98.29 98.29 '1 - 2.10 0.00 \ . 0..0 ,-' ..,.,:, ,. , 0.00 0.00 0.00 2.20 79.06 \ ,..j,..A 0.00 1. 95/4,3 195.84 387.77 387.77 2.30 0.00 \\28 0.00 0. s,'t 1 Z 14.41 29.82 29.82 2.40 1.33 43\ 0.00 0.69 1-,431 30.45 65.77 65.77 2.50 0.02 5 .Q9 0.12--- a 9 53.89 121.26 121.26 2.60 1.23 0.40.9C7--1_ 10 \3711.27 11.27 26.37 26.37 2.70 0.29 0.00 ''.0:0C:1__.1--,7 C.1.).3- 8.21 8.21 19.96 19.96 2.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.90 0.00 0.00 0.00 7.34 7.34 7.34 19.14 19.14 Totals':- .'''-- -.•;-399;511 ';:-486.51 • :.0.00•,' - •!H98:28 .'•!';:986:38 Summary Sub Totals Lartcle:0';2-T:-;387:651',!;''447771;1 ;i::8.001 :P83-;101 91851 :'','818.811.-1614.71'':41614;71 ...:-, WilsOnifililler Stewardship Sending Area 7 Credit Agreement Exhibit F C) 6 1606 OR: 4089 PG: 3688 Table 2 RESTORATION CREDIT CALCULATIONS fte ttiffe ,t A0su "R1"i: recuts R2 CrAd{ts Reeatoretlan *400 Large Mammal 331.9 1327.8 1327.8 2655.6 Other Listed Species 75.7 302.6 302.6 605.2 Wading Bird 51.4 205.5 205.5 411.0 Totals 459.0 1835.9 1835.9 3671.8 Ac DSHIP cREDrr 1 RATED c:' U t t,. B:seCre•i- ' 1\667.1 [fit , aa-0 86.5 oraa.on(r- r, 3671.8 • T1lrld* i••ra. 1, � Tote _ ----111111111-11111/, *:70.1 IT1E C1 WilsOnMiilerCs,) -� Stewardship Sending Area 7 Credit Agreement Exhibit F laD 6 OR: 4089 PG: 3689 SSA 7 CREDIT AGREEMENT EXHIBIT G RESTORATION PLAN The purpose of this Restoration Plan is to identify the restoration goals, describe the work to be performed, identify the party responsible for performing the work, propose a work schedule, describe success criteria, and describe the level of annual management, maintenance and monitoring in Restoration Areas (Parcels A, B, D, and E) of Lake Trafford Ranch (LTR) SSA 7. Legal sketches and descriptions for these areas are provided in Exhibit"E" of the SSA 7 Credit Agreement and Easement Agreement. a. The Wading Bird Restoration Area (Parcel A-2) is approximately 51.4 acres in size and is within a HSA contiguous to the Camp Keais Strand FSA as delineated on the RLSA Overlay Map, an exhibit to the GMP RLSA District Overlay. The restoration improvements will restore an ecologically degrade w n. st m, now minimally utilized by wading birds, to a cond. i n\t �r+ laigi g anced foraging opportunities for listed wadin bi SSA 7 is located within a few wood storks an �j of � , miles of the po §crew Swamp Sanctuary"nd the restoration can assist in supporting y(oik _sto�h--breed'ng s cce s by providing consistent foraging oppo Gn' ie 730-r-tea nqe f sea onAl weather conditions. b. The restorMio. i preys -n f r e A2 ill consist of contouring the land to sue0 = + co t t wading irs food sources, planting the area with e species in or to r for native marshes and wet prairies, an gntrolling exotiQa 'd .,i�'sance vegetation. Wetland hydroperiod 1f ev l documented wi ater-table well data. The list of allowed vegetatl�{8rt-14's, kt-eiWigtiviy, andar,�l_er,'stx Uction of contouring are attached as Attachments "1''-a which also address the spacing and density issues. The -rest:Ira-ion improvements shall be completed within two (2) years of the approval of SSA 7. c. No sooner than two years (2) years after completion of the Parcel A-2 restoration improvements, and/or upon Grantor request, County staff shall verify the restored wetland hydroperiod, confirm that the site has wildlife utilization, that there is 80% coverage by native groundcover species, that exotic species comprise less than 5% coverage and nuisance species less than 10% coverage. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from Parcel A-2 shall be available for transfer or utilization by Grantor. d. The land management measures for Parcel A-2 shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or /er Is- ,..a, 160 6 OR: 4089 PG: 3690 10% nuisance species by area coverage. Other management measures for Parcel A-2 shall be to annually inspect and clean (if necessary) drainage structures, ditches, swales, etc. as necessary to ensure performance of the surface water management as per the Design. e. The Large Mammal Corridor Restoration Area (Parcels A-1, D-1, E-1, E-2, and E-3) comprises approximately 331.9 acres, and is within the Camp Keais Strand FSA, contiguous HSAs, and the Restoration Zone overlay. The restoration improvements will restore and manage the lands within these parcels to provide an ecologically productive, interconnected large mammal corridor for Florida panther and Florida black bear along the northeastern margins of Corkscrew Swamp. f. The Large Mammal Corridor Restoration Area currently consists of vegetation communities that are heavily impacted by dense stands of Brazilian pepper, and an area of open pasture that will be reforested to widen the corridor. The- i i. -pepper areas typically comprise more than 75% of the d e i\ t1b'T. /Mipd.exist as monocultures in several areas, limiting/jf r er for panther pre a e (deer, hogs) and forage for black bear, hd educingthe utilizatid o this potential corridor. These improvements iltkalso benefit,to‘ther to species such as the Big Cypress foxs uir��I,, Th: .., c ag aLim2 v ents to the Large Mammal Corridor Rst t o for1i(Ar s 1.i0 isty f co i rolling exotic vegetation to levels les �h n 5°/,I � ar i ovek gp , fan less than 10% nuisance species by j a c rape ztIian Openthin 100 feet of road and/or agricultural `ie} /pasture edges , ill e fl d and removed. Brazilian pepper mor /lff 100 feet from` r o a or field edge will be killed in place. Within arc A-1 (depicted in S''Aj7 Credit Agreement Exhibit E), the pasture are vv�tth e Re ra i,*i one overlay will be reforested to a combination of la i�F it jfibage palm, and cypress to mimic the presumed pre-settlemen —vegetation. Native groundcover within the reforested area will be re-established to reflect conditions found in similar forested communities near the site. These restoration improvements shall be completed within two (2) years of the approval of SSA 7. g. Within one year after completion of the Large Mammal Corridor restoration improvements, and/or upon Grantor request, County staff shall verify the successful control of exotic species, confirm that 80% of the planted reforestation species have survived, and that native groundcover has been established in reforested areas. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from the Large Mammal Corridor Restoration Area shall be available for transfer or utilization by Grantor. 16136 OR: 4089 PG: 3691 h. The land management measure for the Large Mammal Corridor Restoration Area shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage. i. The Other Listed Species Restoration Area (Parcel B) is approximately 75.7 acres in size and is totally within a HSA that is contiguous to the Camp Keais Strand FSA. The restoration improvements within this area are designed to restore forested lands that have been degraded by heavy exotic (Brazilian pepper) infestation and lack of fire. These restored lands will provide excellent habitat for deer, hogs, Big Cypress fox squirrel, etc. when restored. An open pasture area within this parcel will also undergo exotic control, and will be managed for caracara and panther prey-base support. A breeding caracara pair and nest tree have been documented in a cleared field just west of this restoration area. j. The restoration im 5o j t t e Other Listed Species Restoration Area shall consi t 6 o rel1ing- i r e . e�getation to levels less than 5% by area coverage( 1 ess than 10% 0ce species by area coverage. Controlled bp�rnsf ill alo be perfor d s described below. Brazilian pepper wit in 1/00 ifee of road�a •lor ag is ;ural field/pasture edges will be killed a d r- evd Er`k .- • • •• _r or� than 100 feet from a road and/or fiel edge i ki le i �•l-c-.� e restoration improvements shall be comple Pd it (( ) - s of ( e ap ro al of SSA 7. k. Controlled d s will be perfj, e• imic natural fire regimes, increasing .s stem productivi _�fn f aintaining a healthy forest understory. Cb t l d burns will be p med by a licensed professional at least once e 4 's`ven (l eea �arfd no more frequently than once every five (5) years. tl{ it1 i3+ rn-will occur after Brazilian pepper and nuisance species have been controlled. I. The pasture within the Other Listed Species Restoration Area shall be subject to exotic control as noted in paragraph "j". Additionally, the pasture will be maintained in short-stature vegetation (<12" tall) via grazing, mowing, and/or burning to facilitate use by caracara, Florida sandhill cranes, burrowing owls, and other species that thrive in pasture environments. m. No later than one (1) year after completion of the Other Listed Species Restoration Area improvements, and/or upon Grantor request, County staff shall verify that exotic and nuisance species have been successfully controlled, the initial prescribed burn has been successfully completed, and that the pasture area is properly maintained. Upon said verification and confirmation, success criteria shall be deemed to have been met, and Jar Its- -"43 16D6 OR: 4089 PG: 3692 the additional Stewardship Credits from the Other Listed Species Restoration Area shall be available for transfer or utilization by Grantor. n. The land management measures for the Other Listed Species Restoration Area shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage; prescribed burns on a 5-7 year rotation; and maintenance of the pasture area in short-stature vegetation. o. The estimated annual costs of the land management measures for these Restoration Areas is $10,000. Grantor shall procure, at its election, either a bond or letter of credit ("Surety") on an annual basis in favor of the Grantees in an amount equal to 120% of the annual costs of the land management measures. This obligation shall start 30 days after Grantor has received notice from the County that the additional Stewardship Credits from restoration improvements for ail restoration areas are available and the oli t"td 10 years after the start date, or at such date as/a Vfnmer� Ii:'9:tit or established conservation organization u0- akes the land mangerxlent measures. p. In the eve t 'an�to faits to~-rfii-inta\an of the Restoration Areas according o h and_ ' a em ,t_. sur s set forth herein, County shall have th ri I pa, u'ti n t....9- u et only after 60 days written notice to r r wn )c cure, he my shall only be permitted to use the ar wtr urtds for tenance of the Restoration Areas in -•e1J dance with the j.nd m rad ement measures set forth herein. '' Q q. Any failure to ill' bli atio.ns- r\porri itments under this Restoration Program shall be a • dEoCfli& stewardship Easement Agreement. r. In the event the Grantor does not provide adequate financial assurance of performance on an annual basis, the County may pursue its rights against the Grantor under the Stewardship Easement for breach thereof. 1 s. In the event that the Grantor fails to maintain the Restoration Areas pursuant to the land management measures set forth herein, the Grantees, or either of them, may after written notice to the Grantor perform such land management measures and then lien the Restoration Areas for the cost of their maintaining the Restoration Areas pursuant to the land management measures set forth herein, and if necessary then foreclose on such lien which may attach to the Restoration Areas. 16136 OR: 4089 PG: 3693 EXHIBIT G, ATTACHMENT 1 PLANTING LIST FOR SSA 7 WADING BIRD RESTORATION AREAS The wading bird restoration areas within SSA 7 will be graded to provide a variety of foraging opportunities for wading birds under varying hydrologic conditions. Conceptually, two zones will be created. Zone 1 will re-create wet prairie to shallow marsh environments, with water levels ranging from 0-1 foot under typical weather conditions. Zone 2 will consist of deeper water areas (typically 1-3 feet deep), constructed as interconnected pools to concentrate forage during the dry season. A schematic cross-section of these zones is provided as Attachment 2. A list of native plant species suitable for the wading bird restoration areas is provided below. The species actually planted for restoration will depend upon the documented hydroperiod of each area and the availability of plant stock. The list below is not intended to be all-inclusive, and the applicant will determine actual plantings based upon consultation with Collier County Natural resources and/or Environmental Service staff. Planting List Zone 1 (water depths typically 0-1 foot) Water hyssop (Becopq monnieri) �t JR cOt Ludwigia (Ludwigia repens) Moidencane (Panicum hernit6 . Y� Soft Rush (Junous effusus Golden Canna (Canna fl ccid. Sand Cordgrass S•arti a &•ke i'- Swamp Lily (Crinum a •er•anum Smortweed (Polygonum sp. Lizard's Tail (SaururtA -1 ) Spider Lily . ..-.• . • .tlinl Gulf Muhly h •n•er• .a risris) �w Beakrush (Rhyncosoora ..1 St. John's—wort . •- ' `s. pp.) 0 Planting List Zone 2 (water de ttfs typ cally--1 c t` ' -1-1E Ct Giant Bulrush (Scirpus califarnicus) Pickerelweed (Pontederia cordata) Common Arrowhead (Sagittaria lancifolia) Sawgrass (Cladium jamaicense) 0 1606 OR: 4089 PG: 3694 MAX DEPTH APPROX. MAX.DEPTH 2'BELOW GRADE(TYP.Z 3' BELOW EXISnING GRADE MAX. DEPTH 2'BELOW GRADE (TV.) yy VARIES 0.5'TO 1' (TYP.) VJJ -.�., .—. , • ';� EXISTING •�� ♦♦�♦.. �� GRADE •ROPOSED GRADE TYPICAL DRAW DOWN PONDS FOR WADING BIRD FORAGING SCHEMATIC SECTION N.T.S. r EXCAVATION TO CREATE WADING BIRD FORAGING POOL. (36-11 /,SDIA NG BIRD RESTORA11QO AEA PLANTING UST. ZONE 1 SPECIES: From natural gr.de—to-.1_O' below ZONE SP IES: 1.0' to 3.0 below natural grade. natural grade. !r iont Bul ush\(Scirpug californicus) the�re wefd (Pantedgri g cordata) y p tnrtjo 'row ead (Sa ittaria)Iancifolig) .-- Water hyssop (Bacooa a•r� l a` r I i iamaicense) (Ludwigip repent Maidencane (Panicum h- i' At•. Soft Rush (Juncus effusus t \t) Plant d s 41 may deviate from those listed depending Golden Canna (Canna flacci )'1 {, on site, c`on Mons and availability of stock. Sand Cordgrass (Sporting .. y.0 Swamp Lily (Crinum •••- n./s Smartweed (Polygonum spp) r. Lizard's Toil (Saururus cernuus) Spider Lily (Hvmenocallis palmed) Gulf Muhly (Muhlenbergigit i ) rjCl Beokrush (Rhyncosooro sop,) St. John's—wort (Hyoericum spp,) Wetland Plantings in Wading Bird Restoration Areas The wading bird restoration areas totaling 51.4 acres will be planted using species chosen from the list provided above. Herbaceous species will be planted in clumps on staggered 3—foot centers. All herbaceous material will be minimum 1 gallon pot stock or bare—root stock. The wading bird foraging areas shall be planted with at least five different species, and no single species shall amount for more than 50% of the total coverage. FOR SSA APPLICATION ONLY - NOT FOR CONSTRUCTION PROJECT: SSA 7 APPLICANT: LAKE TRAFFORD RANCH, LLLP Exhibit G, Attachment 2 Va1Is )iih1iIIer ere+r,ae.rttutccam, COWRY: FLA. REG. / a TSaPT. 2005 SEC: MP: RCE REV NO:•Engineers•Ecologists tt.Surveyors.Landscape Architect.Tunsportation Consultants WilsonMiNer,Inc. PROJECT No. Filr Ne`N/A Naples•Furl Myers.Sarasota•Bradenton.Tampa CR*N Br/EMP No. sHszT NO: 3200 Bailey Lane.Seita 200•Naples,Florida 341058507•Phone 941-649-4040•Fax 941.543.5710•Web-Site www.sdsmm11er.com V.J.P./1115 1 or 1 Sep 20, 2005 — 09:54:25 FELLE0RIM\EcolwoterResources\l3Johnson\Stewardship\Cofiier\SSA 7\To County\SSA 7 Eosement •greement\Exhibit G_Sketch.dwg V 160 6 EXHIBIT 1— OR: 4089 PG: 3695 FDACS CONTRACT # This instrument prepared by: Richard D.Yovanovich,Esquire (� ' I Q Goodlette,Coleman&Johnson,P.A. '" ?V v 4001 North Tamiami Trail Suite 300 Naples,Florida 34103 STEWARDSHIP EASEMENT AGREEMENT Tract: LIR SSA 7 THIS STEWARDSHIP EASEMENT is granted this 201h day of June, 2006, by Lake Trafford Ranch, LLLP, a Florida limited liability limited partnership, whose address is 1395 Panther Lane, Suite 300, Naples, Florida 34109, hereinafter called "Grantor" to Collier County, a political subdivision of the State of Florida, and Florida Department of Agriculture and Consumer Affairs, hereinafter collectively called the"Grantees". RECITALS A. Grantor is the o erVigliip064n.tety 985.4 acres of land situated in Collier County, Florida, and 1p petiflcals 10 in Exhibit "A" attached hereto and incorporated herein b /re ence(hereinafter •p6Iy"or"LTR SSA 7"). B. Grantor nd oiler oun nte'r-d int atewardship Sending Area Credit Agreement ("S' A rep ' da..:is, •- 20, 20 6, which designated the Property "LTR Stewar shi Sen g A - 7 T" ` ). his 985.4 acre parcel, as legally described in E hibi "� �js ren dr ' at • s "S ewardship Sending Area" ("SSA") in accordance wat tic a=.6 f th-.. - Ili aunty Land Development Code ("LDC"). The Prop L is depicted on Exh 't"B'. ' C. The SSA\ re Tent and Section -, c.14 C.8. of the LDC requires Grantor to provide a er tai'1; tewardship E s e identifying the specific land P p � , management measures for L t-tcss r t . 'ae'riy, sponsible for such measures. D. In exchange for the designation of the Property as SSA, the County has granted and assigned to Grantor Four Thousand and Thirty Four and Two Tenths (4,034.2) Stewardship Credits upon approval of the SSA and an additional One Thousand Eight Hundred and Thirty Five and Nine Tenths (1,835.9) Stewardship Credits after restoration is completed which, together, will allow Grantor to entitle seven hundred twenty-eight and two-tenths acres (733.8 acres) for development within the Rural Lands Stewardship Area District. E. The purposes of this Stewardship Easement are (1) to designate the allowed uses of the Property consistent with the terms of the SSA Agreement, (2) to identify specific land management measures and the party responsible, (3) to provide for the enforcement of the Stewardship Easement; and (4) in the areas to be restored by Grantor, to provide the restoration improvements and success criteria. NOW, THEREFORE, in consideration of the designation of the Property as Stewardship Sending area, together with other good and valuable consideration, the adequacy and receipt of which are hereby acknowledged, Grantor hereby grants, -1- 16136 OR: 4089 PG: 3696 creates, conveys and establishes a perpetual nonexclusive Stewardship Easement for and in favor of the Grantees upon the property described in Exhibit "A", which shall run with the land and be binding upon the Grantor, its successors and assigns and shall remain in full force and effect forever. It is agreed as follows: 1. The recitals and exhibits are incorporated by reference as if repeated verbatim herein. 2. Exhibit "C" depicts the nine hundred eighty five and four tenths (985.4) acres with LTR SSA 7 where the following six (6) Land Use Layers are eliminated and the Property is henceforth prohibited from being utilized for the following land uses, as defined in Section 4.08.06 B.4. of the LDC: a. Residential Land Uses, also described as Land Use Layer 1. b. General Conditional Uses, also described as Land Use Layer 2. c. Earth Mining and Processing Uses, also described as Land Use Layer 3. d. Recreational Uses, also described as Land Use Layer 4. e. Agriculture2 Gr•7 1-a d scribed as Land Use Layer 5. f. Agricult r •treat!. d,; described as Land Use Layer 6. 3. Grantor resen)oi all rights as Grantor ' tthhe\Property, including the right to engage in uses of th Pr �- af\are_no. i onsist nt'with the SSA Agreement or L„n the intent and purpose of/his to +v r• hi. Eas-ment. Grantor may use LTR SSA 7 only for the land uses t f cth {� ` a. 4pti = • ' s o ati an a•d N I Resources Uses are a l * d on all o the Proeerty, incl i the specifics thereof set fof Section 4.08.06 Bvzt . of t 1.`7 . b. Th "s la ids in LTR SSA 7( n pi ted on Exhibit "C" as having had t e irk six (6) Land Use d e'r liminated mayalso be used for Agr ��>'�6re� Group 2_(E$nid��e Layer 7) as defined in Section 4.08.06 B .�fIt L.et'�fAgrrEulture — Group 2 uses cannot be converted to A'grtculture---Group 1 from and after the designation of such lands as a SSA. c. Grantor retains the right to construct and maintain farm and ranch roads to access its lands within the Property for the purposes retained herein. d. Grantor retains the right to engage in traditional activities on the Property, such as, but not limited to hiking, hunting, nature observatory and other eco-observation excursions, and other such occasional non-destructive activities. 4. The Grantees shall have the right to enjoin any activity on or use of the Property that is inconsistent with this Stewardship Easement and to enforce the restoration of such areas or features of the Property that may be altered by any inconsistent activity or use. 5. The following land management measures shall be undertaken as LTR SSA 7 and the Grantor of the fee title to the Property shall be the party responsible for such measures: -2- 011, 4089 PG: 3697 a. On those lands within LTR SSA 7 on which Agriculture— Group 2 uses are the only remaining agricultural uses, land management measures will be those customarily utilized in ranching operations in Southwest Florida. These customary measures may include mowing, prescribed burning, mechanical brush control ("Chopping") and other exotic and nuisance species control, fence construction and maintenance, selective thinning of trees, and ditch and ranch road maintenance. In addition, for those areas to be designated for restoration and to be restored by Grantor, additional land management measures will be required. The areas designated for restorations which are to be restored by Grantor are referred to as Restoration Areas A, B and C respectively and depicted on Exhibit "D" and described in Exhibit "E". The additional land management measures which are required after restoration improvements are set forth in the Restoration Plan described in Exhibit "F" hereof. At the expiration of all additional land management measures required in Restoration r -1 —an C, land management measures as eJf�'f describ ' Q-65111 der this subparagraph shall be emplq} 6. The regdire starat im rovem nts, success criteria, land management measures'an other m men s of Gra tor in respect to Restoration Areas A, B and C are c nt711): • • t7. Grantee i• e for n c•st$ or liabilities related to the operation of or land ma g meio e Prr 8. Grantor s any and all real'i c per .(/ es and assessments levied by competent authority on E~p Qperty. �-- _ �_ t` 9. References to th l CI ttotfs� ovisions of Section 4.08.06 of the I.Collier County Land Development Co e-+n-e-xtstence as of the date of this Stewardship Easement Agreement and those LDC provisions shall control as to all rights, obligations, implementations, entitlements, land uses eliminated and permitted, and interpretations, requirements, or issues relating thereto, notwithstanding any future amendments thereto. 10. Enforcement of the terms and provisions of the Stewardship Easement shall be at the reasonable discretion of Grantees, and any forbearance on behalf of Grantees to exercise its rights hereunder in the event of any breach hereof by Grantors, shall not be deemed or construed to be a waiver of Grantees' rights hereunder. All costs and reasonable attorneys' fees incurred in enforcing, judicially or otherwise, the terms and restrictions of this Stewardship Easement shall be borne by and recoverable against the non-prevailing party in such proceedings. 12. Grantees will hold this Stewardship Easement for the purposes set forth herein and to ensure compliance with the terms hereof. Grantees will not assign their rights and obligations under this Stewardship Easement except to another organization qualified to hold such interests under the applicable state laws. -3- 1 6 13b OR: 4089 PG: 3698 13. If any provision of this Stewardship Easement or the application thereof to any person or circumstances is found to be invalid, the remainder of the provisions of this Stewardship Easement shall not be affected thereby, so long as the purpose of the Stewardship Easement is preserved. 14. All notices, consents, approvals or other communications hereunder shall be in writing and shall be deemed properly given if sent by United States certified mail, return receipt requested, addressed to the appropriate party or successor-in-interest. 15. This Stewardship Easement may be amended, altered, released or revoked only by written agreement of both Grantor and Grantees, which shall be filed in the Public Records of Collier County. TO HAVE AND TO HOLD unto grantees, their successors and assigns forever. These covenants, terms, conditions, restrictions and purposes imposed with this Stewardship Easement shall not only be binding upon Grantor, but also its successors and assigns, and shall continue as a servitude running in perpetuity with the Property. Grantor hereby covenps vt n1 tGrantor is lawfully seized of the Property in fee simple; that itJ Property is fre O;r ear of all encumbrances; that Grantor has good right and ala ul authority to cony Ifni Stewardship Easement; and that Grantor hereby full/wa is tilfe\to the Stewards ip asement hereby conveyed and will defend against the 4ewffth ii s • all per on wh.mscrver. IN WITNESS HE 1)ri h-r t• se its hand and seal the 20`hday of June, 2006. r r c l -4- 1 6 13 6 OR: 4089 PG: 3699 ......... GRANTEE'S ACCEPTANCE OF STEWARDSHIP EASEMENT WITNESS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAI Oh iifr:It'4 A t7.(,.i.- < 1-47,- By: kt/tA& ) Name Prin ameAi_ frrif1 k.6-/ret.44,\.. 11,:):bk,711 - —rt, • 1Q1--0, e , It's ottcbj -k-tairr Signature 3 i Anoe..114 r-B . e-Ra in5 ,m6) • . .. t., .c • • R COU1, §-ignat i.re 0 State of Florida County of — ..C., i The foregoing .te aroshie as tritiL e eEt wa executed before me this 7 -\----1 A 1 i: day of , V ,.. 1—,., i t _) , ' lf— ,.— 4 / A , as "- ) '' f 1 , 4- ' if. ' • . .for the onda 91-partm‘11104.-n 2.41griculture and Consumer Affairs. ' V:\ -.•:,) . . . . 0 --, p,,„ -- zsp.- ir /_. . I (.. /./ .. Karen A. Meyer ?-9 -1 HE ciW-'43,Pdblic . ,f Commission#0D346679 :•1 ii,-, i•- Nene: • I , -1'..„• "-..,....w Expires October 20 2003 ..-",,,F;,;;;;‘,BVIVA l'Of F air.LTSUI inte fix NO 365.1015 Certificate No. -it r 4) 3 Li. Y7'f 7 . , . My Commission Expires: ........ -5- 16B6 OR: 4089 PG: 3700 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA ..411111. By: �� ` Fran Halas, Chairman Approved as to form and Air-ST: legal sufficiency DIM"T L. "'' CLLRK 4/i.___; Dz.p..i ,y Clerk `'e�By: � P , I Attest as..to Cha 1 r s Steven Griffin ti rd ure on)u Assistant County Attorney 8.s.)-0.C..--R,_ 1 \ i r r) (16 6 1- 4 r -6- 7( ) 16136 OR: 4089 PG: 3701 WITNESS LAKE TRAFFORD RANCH, LLLP a Florida limited liability limited partnership a- g\.)46- By: -=vo�T6 Name Thomas M. Taylor \k•NA- k-• Its 6<r erv/ / z.P Si ure By: CI:ki�‘ t ' .S.CCD:2 Christopher L. Allen \ Q Its lei Q_,A.� .r,� PCI Name c--4\L-Lst ••-•• (--)‘0-z6R--0-\-\ Signature State of Florida ' ER.CQ1 }� County of Collier The f9.ceigsoing Stewards ip rkding-Area`Credf Agre- en was executed before me this V day of A ",L2096, . Thom-s M. :ylo and Christopher L. Allen, as „.r,. •' .. - T--�y; • — LL'. ,..... tnr 'i . .- , �� . NOTARY PUBLIC•STATE OF FL'Itth i alr Betsy Blanc' ', Not Pu•Iic/ , r f Commission#DD391" Nam ? +►:r l 41't(,6 Expires: FEB. 01, 201 Certifica�ti Nod j 1 Bonded Thru.Atlantic Bonding Co.,Inc. M 00.511s ion Expires: -7- 16B6I _._., r ___ ___ ___ __ _ _ , 1.-4 111 4. •I:•) ili P•41 y{I.,fir ! i' t,,0,...,.,5-!-* ur ifs /y i f X �.i/ rt M14. Ai‘, .. lOt - r 3y�*c.h .� I �v q fli / in gr7Gu i ii, / ?7,&fi a1 s! s / t E4t ��q h j,,1' • �pcltt fi 7� h f. i .1 1,,Tt-y ir' J 4. 1—. i i 41‘,,,, '3,-', :ii: r,/, ,., ,,.4.,4„..,' ,.!-:i; ,14,1.1,‘,1,1e1:;,,,,,,,,r.,)4::'44:,,4,,, rid, rt 1 � . gh w . . rjR. .'1,_,,,-,1,,,::.41, ,1itf a ' 43 amt�* , yfX.µ{ ^ itx j i 15J * aV ` _ lir , I 00 ` { i 1 ' r I (Y, L\L:— -.44 / ',H o I i l k CD f c, I! ri/i/ ///// / /.. I SSA 7 ® n....pp.-0u g.. WllspnMIller- CREDIT AGREEMENT EXHIBIT I o azs 05 o....�,. .=....�,... �:: �_: J 160 6 EXHIBIT C OR: 4089 PG: 3703 FDACS CONTRACT This instrument prepared by: Richard D.Yovanovich,Esquire n c Goodlette,Coleman&Johnson, P.A. O I I U O 4 4001 North Tamiami Trail Suite 300 Naples, Florida 34103 STEWARDSHIP EASEMENT AGREEMENT Tract: LTR SSA 7 THIS STEWARDSHIP EASEMENT is granted this 20`h day of June, 2006, by Lake Trafford Ranch, LLLP, a Florida limited liability limited partnership, whose address is 1395 Panther Lane, Suite 300, Naples, Florida 34109, hereinafter called "Grantor" to Collier County, a political subdivision of the State of Florida, and Florida Department of Agriculture and Consumer Affairs, hereinafter collectively called the "Grantees". RECITALS A. Grantor is the o er i lbi -I 985.4 acres of land situated in Collier County, Florida, and ecificalfyt.1- 5 tipin Exhibit "A" attached hereto and incorporated herein by ff rf ace (hereinafter" reikrt 'or"LTR SSA 7"). B. Grantor nd Collie ,ourlfy�entgned int. a stewardship Sending Area Credit Agreement ("S.A . -- el " d 2006, which designated the Property "LTR Stewar.shi S•nd 'g A ). his 985.4 acre parcel, as legally described in E 'hibi " ", .s .e n e ghat 4s . "S ewardship Sending Area" ("SSA") in accordance 'wit `t-► io' Z. f th Cblli- *aunty Land Development Code ("LDC"). The Pro. i; is depicted on Exh%'t 'B'. • C. The SSA �e ment and Section 01'.0.1 C.8. of the LDC requires Grantor to provide a per. t® tewardship Vis: ppidentifying the specific land management measures for LT SBA rrd- a e onsible for such measures. D. In exchange for the designation of the Property as SSA, the County has granted and assigned to Grantor Four Thousand and Thirty Four and Two Tenths (4,034.2) Stewardship Credits upon approval of the SSA and an additional One Thousand Eight Hundred and Thirty Five and Nine Tenths (1,835.9) Stewardship Credits after restoration is completed which, together, will allow Grantor to entitle seven hundred twenty-eight and two-tenths acres (733.8 acres) for development within the Rural Lands Stewardship Area District. E. The purposes of this Stewardship Easement are (1) to designate the allowed uses of the Property consistent with the terms of the SSA Agreement, (2) to identify specific land management measures and the party responsible, (3) to provide for the enforcement of the Stewardship Easement; and (4) in the areas to be restored by Grantor, to provide the restoration improvements and success criteria. NOW, THEREFORE, in consideration of the designation of the Property as Stewardship Sending area, together with other good and valuable consideration, the adequacy and receipt of which are hereby acknowledged, Grantor hereby grants, -1- 1613 6 , OR: 4089 PG: 3704 creates, conveys and establishes a perpetual nonexclusive Stewardship Easement for and in favor of the Grantees upon the property described in Exhibit "A", which shall run with the land and be binding upon the Grantor, its successors and assigns and shall remain in full force and effect forever. It is agreed as follows: 1. The recitals and exhibits are incorporated by reference as if repeated verbatim herein. 2. Exhibit "C" depicts the nine hundred eighty five and four tenths (985.4) acres with LTR SSA 7 where the following six (6) Land Use Layers are eliminated and the Property is henceforth prohibited from being utilized for the following land uses, as defined in Section 4.08.06 B.4. of the LDC: a. Residential Land Uses, also described as Land Use Layer 1. b. General Conditional Uses, also described as Land Use Layer 2. c. Earth Mining and Processing Uses, also described as Land Use Layer 3. d. Recreational Uses, also described as Land Use Layer 4. e. Agriculture —Gro �..�is escribed as Land Use Layer 5. f. Agricult r b4,I1described as Land Use Layer 6. 3. Grantor res rQ Vall rights as Grantor lk Property, including the right to engage in uses of th Pr erty that� e._ rnotjr�consi ent with the SSA Agreement or the intent and purpose of hist`St6w rds jp Eas-ment. Gr ntor may use LTR SSA 7 only for the land uses let f r i :• a. or:1 0.0.194R o aeon a d N tu,r I Resources Uses are alIpwTd`dti all e P q erty, incl di1h the specifics thereof set fo i Section 4.08.06 B 3. . t .L -C. b. T Eknds in LTR SSA'7t . epi ed on Exhibit "C" as having had b f t six (6) Land Use fir' eliminated, may also be used for Ag i u4ar — Group 2.(L., $J;Use Layer 7) as defined in Section 4.08.06 :.• �JtyD SA i Iture — Group 2 uses cannot be converted to • •rist4t " 'Group 1 from and after the designation of such lands as a SSA. c. Grantor retains the right to construct and maintain farm and ranch roads to access its lands within the Property for the purposes retained herein. d. Grantor retains the right to engage in traditional activities on the Property, such as, but not limited to hiking, hunting, nature observatory and other eco-observation excursions, and other such occasional non-destructive activities. 4. The Grantees shall have the right to enjoin any activity on or use of the Property that is inconsistent with this Stewardship Easement and to enforce the restoration of such areas or features of the Property that may be altered by any inconsistent activity or use. 5. The following land management measures shall be undertaken as LTR SSA 7 and the Grantor of the fee title to the Property shall be the party responsible for such measures: -2- Z 1 6 6 OR: 4089 PG: 3705 a. On those lands within LTR SSA 7 on which Agriculture — Group 2 uses are the only remaining agricultural uses, land management measures will be those customarily utilized in ranching operations in Southwest Florida. These customary measures may include mowing, prescribed burning, mechanical brush control ("Chopping") and other exotic and nuisance species control, fence construction and maintenance, selective thinning of trees, and ditch and ranch road maintenance. In addition, for those areas to be designated for restoration and to be restored by Grantor, additional land management measures will be required. The areas designated for restorations which are to be restored by Grantor are referred to as Restoration Areas A, B and C respectively and depicted on Exhibit "D" and described in Exhibit "E". The additional land management measures which are required after restoration improvements are set forth in the Restoration Plan described in Exhibit "F" hereof. At the expiration of all additional land management measures required in Restorationl l r G d C, land management measures as describ d'fcrIF �e nder this subparagraph shall be 6. The req iregi crestoratigrovem nts, success criteria, land management measured a 6 o eh r'eommi ments of Gr nto in respect to Restoration Areas A, B and C are ont.i _}= is oil. 'l: 1 7. Grante II re 6.p% Ile for\. 43is or liabilities related to the operation of or land ma&ag-m nt me-6 ures o,the ` ppe 8. Grantor sh f'.= anyand all rearole tic y es and assessments levied by competent authority on"t e • •serty. 9. References to th Lpfifedeitfle, °visions of Section 4.08.06 of the Collier County Land Development Cde-iri-existence as of the date of this Stewardship Easement Agreement and those LDC provisions shall control as to all rights, obligations, implementations, entitlements, land uses eliminated and permitted, and interpretations, requirements, or issues relating thereto, notwithstanding any future amendments thereto. 10. Enforcement of the terms and provisions of the Stewardship Easement shall be at the reasonable discretion of Grantees, and any forbearance on behalf of Grantees to exercise its rights hereunder in the event of any breach hereof by Grantors, shall not be deemed or construed to be a waiver of Grantees' rights hereunder. All costs and reasonable attorneys' fees incurred in enforcing, judicially or otherwise, the terms and restrictions of this Stewardship Easement shall be borne by and recoverable against the non-prevailing party in such proceedings. 12. Grantees will hold this Stewardship Easement for the purposes set forth herein and to ensure compliance with the terms hereof. Grantees will not assign their rights and obligations under this Stewardship Easement except to another organization qualified to hold such interests under the applicable state laws. -3- 16136 OR: 4089 PG: 3706 13. If any provision of this Stewardship Easement or the application thereof to any person or circumstances is found to be invalid, the remainder of the provisions of this Stewardship Easement shall not be affected thereby, so long as the purpose of the Stewardship Easement is preserved. 14. All notices, consents, approvals or other communications hereunder shall be in writing and shall be deemed properly given if sent by United States certified mail, return receipt requested, addressed to the appropriate party or successor-in-interest. 15. This Stewardship Easement may be amended, altered, released or revoked only by written agreement of both Grantor and Grantees, which shall be filed in the Public Records of Collier County. TO HAVE AND TO HOLD unto grantees, their successors and assigns forever. These covenants, terms, conditions, restrictions and purposes imposed with this Stewardship Easement shall not only be binding upon Grantor, but also its successors and assigns, and shall continue as a servitude running in perpetuity with the Property. Grantor hereby coven �ts��, v��i � Grantor is lawfully seized of the Property in fee simple; tha t 'd ` operty is free ear of all encumbrances; that Grantor has good right add 4avGful authority to cone this\Stewardship Easement; and that Grantor hereby fullwa(r n s itlo._totkte� tpwar Ship\ asement hereby conveyed and will defend against he l'awfu c11a1�9 of all pe .on wh ms•ever. IN WITNESS H ; EOF, h ra t•r%- . nt s:t its hand and seal the 20`h dayof June,2006. C � --+ CS'', 1t ,�� 77tTE CW- -4- j v i 6D 6 OR: 4089 PG: 3707 „...,. GRANTEES ACCEPTANCE OF STEWARDSHIP EASEMENT WITNESS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAI iJ_ katk_ 1 , tk )1i JA-17.1 A e.i Ri flifK By: J Name Pri n a m e Ohlik.61re-C4 it"... ,arij L,' 1t<-3trit__, Signature J.) AncleAta 'B . TC:1 IVIS .m41 a,A $, _.4, . g o • 4 -VE,4 R. CO ti §ignati re cik..-..2) -7------ v?••').. State of of Florida County of ,41) --, The foregoin. Ste a crchs I. a e -np,op 7, was executed before me this 7 j) day of • _ 1 , .sQ,14 y iff i .1.4/ ___.e.. _.,/i .' a ' , as ) - v r ' ; to the Fonda *;par •ent idk 'griculture and Consumer Affairs. L' v•--\ '7' 'I- ,.0 • .• . . . *- 5s=Commission#DD346679 '.------!..../._EL •-••• . r -.: • :•,... e. i-V-E n_.1 k j / /::A' it '4. ;.•,gi Expires October 2o.noa '-.4-,W;;w fv:n043-1'Noy Fav,•0,i(WICi,1,4 500•355 701S Certificate O. -jr r YL, My Commission Expires: Avd2.67/ r ........ -5- 1613 6 OR: 4089 PG: 3708 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: Fran alas, Chairman Approved as to form and A i s7ST. Q SIG if S"CC':, CLERK legal sufficiency '( 15C IL j Q:Y Clerk' By: inI Attest as to Chairman s Steven Griffin II) R &i r&turp oni w Assistant County AttorneQ aZJv n_,(C0 !' 1" 71t, 0 E C -6- 160 6 OR: 4089 PG: 3709 WITNESS LAKE TRAFFORD RANCH, LLLP a Florida limited liability limited partnership gvic"\-C By: A,- 4e-- Name Thomas M. aylor Its 60/c.^d/r /der I1.- Si•4- ure By: �,‘ 4 11 SCOcC Chris opher L. Allen \ Its Pi0 ,�, .. I` Pc,r' n tiL S.v.Zsx ,-- - \ . ()c-sc � Name �v_-z ,,.4.— . �� C�� Signature State of Florida �\ CO(j . County of Collier -0,,,---- The fiAepkoing Steward ip `et7ling-Area Cres i Agree me t was executed before me this ) day of 20a6,,py Thomas M. ayl•r and Christopher L. Allen, as gm,:. • / e r(-a - Nyr. _ r►,h,, LL P. o\4 iF�r f V n 4 ' ik,/ , / NOTARY PUBLIC.STATE OF FLO A 1 I Betsy Blanc' Not P bli �~ Commission#DD391 Nam .,- i : b( .,.{,b Expires: FEB. 01, 2 Certific f -N j> 1 Bonded Thru Atlantic Bonding Co.,In _anif2azi d �� Mojision Expires: 711E CatC -7- 0 16D OR: 4089 PG: 3710 LIST OF EXHIBITS LTR Stewardship Sending Area 7 Easement Agreement Exhibit"A" LTR SSA 7 Land Legal Description Exhibit"B" LTR SSA 7 (985.4 acre parcel) depicted on Map of SSA Land Exhibit"C" Retained Land Uses Exhibit"D" Restoration Areas Exhibit"E" Legal Description of LTR SSA 7 Restoration Areas Exhibit"F" LTR SSA 7 Restoration Plan �-� � lir C _ .mak „a -) es -8- Cam 1606 6 ......... wilo/miller® OR: 4089 PG: 3711 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A) (EXHIBIT A) All that part of sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northwest corner of Section 28,Township 46 South, Range 28 East, Collier County, Florida. (Point Number 1, Northing 771069.3669, Easting,482644.9265); Thence along said north line of said Section 28 North 89°00'45" East, 3680.85 feet. (Point Number 2, Northing, 771132.80, Eastiig,-4 • � , Thence leaving said north line in sti hhi • . W ough the following vertices, Points 4 through 562 inclusive. ./(:)/97- .?'') Point Number 4, Northing, 77'i✓05fi.4t�E`astlMg,_4��2¢ .64 Point Number 5, Northing, 7j10 6.4r;EasVi .862240.81 Point Number 6, Northing, 7710 . .. �.. Point Number 7, Northing, 71710 7. 9, a ti g, 8.8 2. Point Number 8, Northing, 7.P19Q 2. l H 439)41.:• Point Number 9, Northing, 7ZZ40 200 Eas g, • •a,•0.3 Point Number 10, Northing, 1_. 8.75, Easting,4860 .1Point Number 11, Northing, 1"_ 93, Easting,48606. Point Number 12, Northing, 7716 9 Easting,486033v7 ,} Point Number 13, Northing, 7710�1ai 99; 'asting 486014 ,, Point Number 14, Northing, 7710259,. 't 'g(4§ �s86 Point Number 15, Northing, 771023.68, Ea ting-,-4-85983.65 Point Number 16, Northing, 771022.25, Easting,485977.75 Point Number 17, Northing, 771020.75, Easting,485965.97 Point Number 18, Northing, 771015.62, Easting,485927.65 Point Number 19, Northing, 771012.68, Easting,485891.56 Point Number 20, Northing, 771006.00, Easting,485850.28 Point Number 21, Northing, 771003.07, Easting,485822.28 Point Number 22, Northing, 770996.43, Easting,485798.72 Point Number 23, Northing, 770992.75, Easting, 485773.65 Point Number 24, Northing, 770991.32, Easting, 485746.40 Point Number 25, Northing, 770987.63, Easting, 485722.84 Point Number 26, Northing, 770983.94, Easting, 485704.41 Point Number 27, Northing, 770983.94, Easting,485689.68 Point Number 28, Northing, 770981.69, Easting, 485669.03 Point Number 29, Northing, 770976.56, Easting, 485651.38 Point Number 30, Northing, 770974.38, Easting, 485636.63 Point Number 31, Northing, 770972.87, Easting, 485621.15 Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 2X1•Naples,Florida 34105•239.6494040• Far 239.643.5716 wllsonmlller.com 8218000 156401 Vac 014 TOS8ORNE 1 CMs 03312404440--0 WilsonMIllorinc.—FL Lk./LC•C000170 6 1613 6 1 OR: 4089 PG: 3712 WilsOnMlller" New Directions in Planning,Design&Engineering Point Number 32, Northing, 770972.12, Easting,485607.16 Point Number 33, Northing, 770966.25, Easting,485563.68 Point Number 34, Northing, 770956.68, Easting,485524.62 Point Number 35, Northing, 770949.31, Easting,485486.31 Point Number 36, Northing, 770942.69, Easting,485453.91 Point Number 37, Northing, 770941.18, Easting,485424.44 Point Number 38, Northing, 770937.50, Easting,485399.38 Point Number 39, Northing, 770933.06, Easting,485368.44 Point Number 40, Northing, 770930.12, Easting, 485346.31 Point Number 41, Northing, 770927.94, Easting,485322.75 Point Number 42, Northing, 770925.75, Easting,485302.85 Point Number 43, Northing, 770922.06, Easting,485274.84 Point Number 44, Northing, 770917.62, Easting,485254.97 Point Number 45, Northing, 770916.13, Easting,485228.43 Point Number 46, Northing, 770916.81,,,EV! .28 Point Number 47, Northing, 770889.�,,770889/8,2,0s3 ' Point Number 48, Northing, 77078'k3? asting,48504 3 Point Number 49, Northing, 77 160.56, Easting,485049., Point Number 50, Northing, 7 0766.69-;Easting,._4$5Q 0.12 5` ,tAst Point Number 51, Northing, 707$8. i 485049.41 Point Number 52, Northing, 770 les sn ••,l}. •: Point Number 53, Northing, 70� 0 . ,(E st n 8 • Point Number 54, Northing, 9),�41 n 6 5048.. (--, t� � Point Number 55, Northing, 70 75:94, Easting,48x949.4 Point Number 56, Northing, x�``02.57, Easting,485. .5• Point Number 57, Northing, 77 ; 00, Easting,4850 3 V Point Number 58, Northing, 770 6 1 Easting,485036,1 Point Number 59, Northing, 7704 `0; sti0g,_4850g4 Point Number 60, Northing, 770419.5 , ting;i✓4$ D:9/ Point Number 61, Northing, 770376.81, Eas Ing,--4-85030.97 Point Number 62, Northing, 770328.38, Easting,485028.65 Point Number 63, Northing, 770307.80, Easting,485028.41 Point Number 64, Northing, 770284.69, Easting,485029.50 Point Number 65, Northing, 770261.18, Easting,485030.18 Point Number 66, Northing, 770185.85, Easting,485208.70 Point Number 67, Northing, 770069.34, Easting,485220.80 Point Number 68, Northing, 769957.75, Easting,485232.39 Point Number 69, Northing, 769943.80, Easting,485061.22 Point Number 70, Northing, 769881.44, Easting,484970.86 Point Number 71, Northing, 769663.19, Easting,484950.15 Point Number 72, Northing, 769490.85, Easting, 484981.37 Point Number 73, Northing, 769466.12, Easting, 484992.65 Point Number 74, Northing, 769440.38, Easting,485006.66 Point Number 75, Northing, 769412.38, Easting, 485028.04 Point Number 76, Northing, 769391.00, Easting,485044.25 Point Number 77, Northing,769371.81, Easting,485056.03 03232006-156601 Ver.OII.TOSBORNE 2 CA04] 03312404040--0 1606 Wil nMiller� OR: 4089 PG: 3713 New Directions In Planning,Design&Engineering Point Number 78, Northing, 769346.76, Easting,485067.10 Point Number 79, Northing, 769325.44, Easting,485081.09 Point Number 80, Northing, 769304.75, Easting,485093.60 Point Number 81, Northing, 769286.38, Easting,485103.19 Point Number 82, Northing, 769267.19, Easting,485114.96 Point Number 83, Northing, 769246.56, Easting,485129.72 Point Number 84, Northing, 769228.13, Easting,485144.43 Point Number 85, Northing, 769214.12, Easting,485154.04 Point Number 86, Northing, 769200.13, Easting,485166.56 Point Number 87, Northing, 769179.50, Easting,485182.75 Point Number 88, Northing, 769159.62, Easting,485196.75 Point Number 89, Northing, 769136.81, Easting,485205.59 Point Number 90, Northing, 769118.38, Easting,485207.81 Point Number 91, Northing, 769097.00, Easting,485210.75 Point Number 92, Northing, 769088.88, Ea it.•, 97 Point Number 93, Northing, 769082. 5;�,F1a '�t•,.4 �7N Point Number 94, Northing, 7690770; ,Basting,485 - * Point Number 95, Northing, 769073744, Easting,485223. 8. Point Number 96, Northing, 7 907,1`.1-8;Easting 85 .40.22 Point Number 97, Northing, 769Q�8.25;tas i : 48521.59 Point Number 98, Northing, 69 _4 � Point Number 99, Northing, 69 p 61.5., E. r4,1:::. 2 a' Point Number 100, Northing ,7f Q Z,,1° ti 4529. 2. F. , Point Number 101, Northing, 6 04 . 5, asting, w 30 .3 , ' Point Number 102, Northing,\ 18.19, Easting,489.50 �.J Point Number 103, Northing, .07, Easting,48581 SCJ Point Number 104, Northing, 76$66 7, Easting,48531.. 3 Point Number 105, Northing,768 8/ 9� tin 48 7ti5• Point Number 106, Northing, 768933:4 14stint -f 1.8. 4 Point Number 107, Northing, 768911.31, Easting-,-485-3-22.75 Point Number 108, Northing, 768896.63, Easting,485324.21 Point Number 109, Northing,768881.13, Easting,485324.21 Point Number 110, Northing,768864.94, Easting,485324.21 Point Number 111, Northing, 768857.00, Easting,485324.64 Point Number 112, Northing, 768854.41, Easting,485340.01 Point Number 113, Northing, 768846.87, Easting,485371.85 Point Number 114, Northing, 768837.27, Easting,485403.13 Point Number 115, Northing, 768825.64, Easting,485433.71 Point Number 116, Northing,768812.03, Easting,485463.46 Point Number 117, Northing, 768796.51, Easting,485492.27 Point Number 118, Northing, 768779.14, Easting,485519.99 Point Number 119, Northing, 768759.99, Easting,485546.52 Point Number 120, Northing,768728.06, Easting,485587.42 Point Number 121, Northing,768708.79, Easting,485610.61 Point Number 122, Northing, 768686.35, Easting,485634.42 Point Number 123, Northing,768662.39, Easting,485656.70 d2L2005-,55601 Ver.011-TOSBOW4E 3 G.., 03312-SO4-040--0 0 16D 3 i WilsonMiller' OR: 4089 PG: 3714 New Directions In Planning,Design&Engineering i Point Number 124, Northing,768637.03, Easting,485677.37 Point Number 125, Northing, 768629.95, Easting,485682.67 Point Number 126, Northing,768580.27, Easting,485719.15 Point Number 127, Northing,768566.60, Easting,485732.61 Point Number 128, Northing,768544.24, Easting,485753.31 Point Number 129, Northing, 768526.67, Easting,485767.63 Point Number 130, Northing, 768526.76, Easting,485786.94 Point Number 131, Northing, 768524.50, Easting,485804.62 Point Number 132, Northing, 768525.25, Easting,485822.28 Point Number 133, Northing, 768525.25, Easting,485842.93 Point Number 134, Northing,768524.50, Easting,485858.41 Point Number 135, Northing,768516.44, Easting,485857.65 Point Number 136, Northing, 768507.56, Easting,485856.94 Point Number 137, Northing,768492.81, Easting,485857.65 Point Number 138, Northing,768479.561 stjn ,, 558 863.56 Point Number 139, Northing, 768458.58,,s_str 8 8` Point Number 140, Northing,768 .6 t-,Easting,48589. Point Number 141, Northing, 768458:94, Easting,485912. Point Number 142, Northing, 684570;Easting,48 30.6 Point Number 143, Northing 76:•58: 9,Matin•,485949.75 Point Number 144, Northing,*76;'„Tr , ..z .,.crc Point Number 145, Northin ,7614 , ,: :78.8, �"`, Point Number 146, Northin (79:: ;; ry1 ••:598 '90 i*+ Point Number 147, Northing 7 :• ••.31, Easting,43p001. 5 ! Point Number 148, Northing, ,•:.58.94, Easting,4807.i3 ,° Point Number 149, Northing,? :• • .37, Easting,48f 3 Point Number 150, Northing,76 'l 5�6, Easting,48609 . 7 Point Number 151, Northing, 7684 4'X39;Casting,486't 1L Point Number 152, Northing, 768412. 9/ n$; t54:60 Point Number 153, Northing, 768399.25, Easting;456183.31 Point Number 154, Northing,768389.68, Easting,486207.63 Point Number 155, Northing,768386.00, Easting,486233.43 Point Number 156, Northing,768375.69, Easting,486264.38 Point Number 157, Northing,768369.81, Easting,486291.63 Point Number 158, Northing, 768361.68, Easting,486323.32 Point Number 159, Northing,768356.50, Easting,486340.25 Point Number 160, Northing,768350.62, Easting,486357.22 Point Number 161, Northing,768345.49, Easting,486375.62 Point Number 162, Northing, 768341.08, Easting,486390.85 Point Number 163, Northing,768337.38, Easting,486403.62 Point Number 164, Northing,768333.68, Easting,486434.56 Point Number 165, Northing,768332.94, Easting,486451.50 Point Number 166, Northing, 768332.94, Easting,486470.66 Point Number 167, Northing,768330.00, Easting,486484.65 Point Number 168, Northing,768325.56, Easting,486503.10 Point Number 169, Northing, 768325.56, Easting,486522.25 t w23,2005.155001 Ver.Oto TOSBORNE 4 0 03312.504-010..0 16D 6 Wil Mill r' OR: 4089 PG: 3715 sie e New Directions In Planning,Design&Engineering Point Number 170, Northing, 768326.31, Easting, 486538.47 1 Point Number 171, Northing, 768321.87, Easting, 486553.94 Point Number 172, Northing, 768318.18, Fasting,486562.78 Point Number 173, Northing, 768308.63, Easting, 486577.50 Point Number 174, Northing, 768296.88, Easting, 486593.72 Point Number 175, Northing, 768288.75, Easting, 486609.19 Point Number 176, Northing, 768283.56, Easting, 486621.71 Point Number 177, Northing, 768279.87, Easting, 486639.41 Point Number 178, Northing, 768268.88, Easting, 486665.19 Point Number 179, Northing, 768257.82, Easting, 486686.57 Point Number 180, Northing, 768246.00, Easting, 486704.22 Point Number 181, Northing, 768234.25, Fasting,486716.04 Point Number 182, Northing, 768216.56, Easting, 486727.81 Point Number 183, Northing, 768200.31, Easting,486742.56 Point Number 184, Northing, 768185.62,-Ea5n4466762.43 hq;, 6762.43 Point Number 185, Northing, 76817A-‘56.,,1 a'stingr_ 67�6� :07 Point Number 186, Northing, 76 1;621 ;Easting, 4867 '.r9L Point Number 187, Northing, 71.51'69, Easting, 486800. Point Number 188, Northing, 768146:61T-Easting,486816.2 Point Number 189, Northing/76I31:63;-E,a ting,486829.15 Point Number 190, Northing, 7629:62;aE ting, 6$30 pPoint Number 191, Northing, 79.� ati , 6Point Number 192, Northing,,•? Q atin9,4,8683 .3 f-, Point Number 193, Northing\,76088.32, Easting,4'1';86832:` J Point Number 194, Northing, 71fi8Q76.57, Easting,486828.1 4 Point Number 195, Northing, 6. 064.00, Easting,486' 20(6 ..f Point Number 196, Northing, 76805,7.:37, Easting, 48680_,.1, 4 Point Number 197, Northing, 768b577t69`Easting,486$QQ3,�,\3 Point Number 198, Northing, 768025:5Q -ting;`tt 6847:"21 Point Number 199, Northing, 768018.83, Easting;486858.04 Point Number 200, Northing, 768014.66, Easting,486883.03 Point Number 201, Northing, 768007.16, Easting, 486947.20 Point Number 202, Northing, 768009.74, Fasting, 486978.69 Point Number 203, Northing, 768008.06, Easting, 486978.12 Point Number 204, Northing, 767983.93, Easting, 486975.88 Point Number 205, Northing, 767956.01, Easting, 486980.40 Point Number 206, Northing, 767931.51, Easting, 486992.74 Point Number 207, Northing, 767912.70, Easting, 487001.27 Point Number 208, Northing, 767905.50, Easting,487004.53 Point Number 209, Northing, 767870.06, Fasting,487021.88 Point Number 210, Northing, 767841.50, Easting,487034.69 Point Number 211, Northing, 767814.60, Easting,487041.58 Point Number 212, Northing, 767812.00, Easting,487042.25 Point Number 213, Northing, 767778.06, Easting,487045.25 Point Number 214, Northing, 767732.96, Easting,487049.13 Point Number 215, Northing, 767725.44, Easting,487049.78 W23/2005-155001 Ver.OTh iosao ue 5 0331 oulsso+•o+o--o e 16D 6 1 1i WilsonMiller' OR: 4089 PG: 3716 New Directions In Planning,Design&Engineering I Point Number 216, Northing, 767721.01, Easting,487050.41 Point Number 217, Northing, 767720.81, Easting,487050.44 Point Number 218, Northing,767693.56, Easting,487054.31 Point Number 219, Northing, 767635.50, Easting,487061.09 Point Number 220, Northing,767588.75, Easting,487064.87 Point Number 221, Northing, 767543.50, Easting,487071.66 Point Number 222, Northing, 767433.38, Easting,487074.65 Point Number 223, Northing, 767403.25, Easting,487073.83 Point Number 224, Northing, 767378.37, Easting,487073.16 Point Number 225, Northing,767360.74, Easting,487073.80 i Point Number 226, Northing,767337.62, Easting,487074.65 Point Number 227, Northing, 767291.62, Easting,487070.90 Point Number 228, Northing, 767270.12, Easting,487070.14 1 Point Number 229, Northing,767248.63, Easting,487069.37 Point Number 230, Northing,767216.9,E n3 1 Point Number 231, Northing767190'‘5 s .66 Point Number 232, Northing, 767f76,1��'t$,'Easting,4870 '/19 Point Number 233, Northing, 78'X40 06, Easting,487084.•7 Point Number 234, Northing, 1671' 4%,Eesting,_457489.7: Point Number 235, Northing j767b93.3 -Eastin•,487 01.06 Point Number 236, Northin,76. 06 .1"R ti - 1*. Point Number 237, Northing, 7 0 8. , a ti •, 't.' Point Number 238, Northind.„,7� ,,, a, t' •, •X712 5 b-- Point Number 239, Northing 76X0 .44, Easting, • ; 124. Point Number 240, Northing,\';5.999.36, Easting,48. 27. 1 Point Number 241, Northing, '\8 .44, Easting,48M39.0.3 Point Number 242, Northing,7..' 6, Easting,487130:4.-) Point Number 243, Northing, 766�J ,SLS ing,_487 1.9 6 4 t Point Number 244, Northing, 766917:5in #0 - . 5 Point Number 245, Northing,766891.06,acting;48 137.31 Point Number 246, Northing,766878.37, Easting,487138.78 Point Number 247, Northing,766868.40, Easting,487139.36 Point Number 248, Northing, 766839.87, Easting,487141.03 Point Number 249, Northing,766811.89, Easting,487141.38 Point Number 250, Northing,766779.56, Easting,487141.78 Point Number 251, Northing,766713.19, Easting,487148.56 Point Number 252, Northing,766651.32, Easting,487151.97 Point Number 253, Northing, 766617.44, Easting,487153.84 Point Number 254, Northing,766531.44, Easting,487160.63 Point Number 255, Northing,766494.50, Easting,487159.88 Point Number 256, Northing, 766478.69, Easting,487155.00 Point Number 257, Northing, 766462.81, Easting,487150.09 Point Number 258, Northing, 766457.03, Easting,487146.62 Point Number 259, Northing,766440.19, Easting,487136.50 Point Number 260, Northing, 766425.88, Easting,487115.40 Point Number 261, Northing, 766413.07, Easting,487077.69 MYL0QS 135001 Ver 011-1051500/0E 6 cva 03312504016.0 v 160 6 • OR: 4089 PG: 3717 W/lsonMiller New Directions In Planning,Design&Engineering Point Number 262, Northing, 766411.57, Easting,487048.52 Point Number 263, Northing, 766411.56, Easting,487048.28 Point Number 264, Northing, 766410.06, Easting,487017.34 Point Number 265, Northing, 766410.06, Easting, 486984.16 Point Number 266, Northing, 766410.06, Easting,486935.16 Point Number 267, Northing,766409.29, Easting,486894.64 Point Number 268, Northing,766408.50, Easting,486852.94 Point Number 269, Northing,766403.25, Easting,486779.03 Point Number 270, Northing,766402.50, Easting,486735.31 Point Number 271, Northing,766401.75, Easting,486690.81 Point Number 272, Northing, 766399.51, Easting, 486626.20 Point Number 273, Northing,766397.94, Easting, 486580.72 Point Number 274, Northing, 766393.44, Easting, 486467.59 Point Number 275, Northing,766388.18, Easting, 486339.37 Point Number 276, Northing,766384.33, •6205.91 Point Number 277, Northing, 7663#0'E; t n. 1 63 Point Number 278, Northing, 76 3 ','Easting,48598 Point Number 279, Northing, 7p6 .1 .07, Easting,485924 Point Number 280, Northing, 7663'732;Easting,.4..,285 97.8 \ j Point Number 281, Northing X76 X371` 6, as in•, 4858i71.06 Point Number 282, Northin 1766361 w• ti ., Point Number 283, Northin ,76 307.s a ti , • 6 Point Number 284, Northin ,,7f; • , ',� t' •, ' f--4 Point Number 285, Northing;7-6358.00, asting, • 71 . Point Number 286, Northing, 76'65k57.25, Easting,48 .6278.45 Point Number 287, Northing, .25, Easting,48 5, O Point Number 288, Northing,76, ; •4, Easting,48561 „ 8 Point Number 289, Northing, 766 8,9. 1=asting.,.485,5 .6 Point Number 290, Northing,766348 1.Q E tiny '39. .50 Point Number 291, Northing,766348.19,EAsting;48498.50 Point Number 292, Northing,766350.44, Easting,485472.88 Point Number 293, Northing,766351.93, Easting,485439.68 Point Number 294, Northing,766355.74, Easting,485407.26 Point Number 295, Northing,766357.25, Easting,485392.94 Point Number 296, Northing,766357.69, Easting,485388.74 Point Number 297, Northing,766358.75, Easting,485378.59 Point Number 298, Northing,766364.01, Easting,485349.18 Point Number 299, Northing,766370.50, Easting,485311.03 Point Number 300, Northing,766371.56, Easting,485296.76 Point Number 301, Northing,766372.32, Easting,485285.09 Point Number 302, Northing,766372.24, Easting,485283.59 Point Number 303, Northing,766372.13, Easting,485281.28 Point Number 304, Northing, 766370.81, Easting,485254.16 Point Number 305, Northing, 766366.31, Easting,485226.25 Point Number 306, Northing,766361.75, Easting,485193.10 Point Number 307, Northing,766352.69, Easting,485172.72 &73/3005-155!01 Yr.oil-TOSBORNE 7 tn•a W5i7.30401a•0 �*../ 163 6 WilssnMiller. OR: 4089 PG: 3718 r New Directions in Planning,Design&Engineering Point Number 308, Northing, 766345.93, Easting,485152.00 Point Number 309, Northing, 766341.38, Easting,485138.03 Point Number 310, Northing, 766333.12, Easting,485113.15 Point Number 311, Northing,766324.81, Easting,485095.03 Point Number 312, Northing, 766317.25, Easting,485076.94 Point Number 313, Northing, 766311.69, Easting,485066.31 Point Number 314, Northing, 766309.00, Easting,485061.09 Point Number 315, Northing,766304.26, Easting,485048.65 Point Number 316, Northing, 766300.69, Easting,485039.25 Point Number 317, Northing, 766298.70, Easting,485029.56 Point Number 318, Northing,766296.19, Easting,485017.37 Point Number 319, Northing, 766295.22, Easting,485013.69 Point Number 320, Northing, 766294.26, Easting,485010.00 Point Number 321, Northing,766291.63, Easting,485000.04 Point Number 322, Northing, 766287.1,3, 97444:49.449. 8.90 Point Number 323, Northing, 7662852sfing 9: i.•3 i Point Number 324, Northing,76 2*§1;Easting,4849 -19 Point Number 325, Northing, 76629!0 88, Easting,484916., Point Number 326, Northing,;f66290, 6, Easting,-4 00.9 Point Number 327, Northing/7692931 2, as in•,484 93.69 Point Number 328, Northing,76162• 1• ,. ••'•Point Number 329, Northing,7�j 2°7.. , a •,Point Number 330, Northin ,76 •. • 8486 .7. Point Number 331, Northing\76 300.69, Easting,4485 v Point Number 332, Northing,'76€ 03.69, Easting,484841. 8 Point Number 333, Northing, F's6, 06.68, Easting,4;-;s0 `� Point Number 334, Northing, 76� 5�70, Easting,484823:,•4 Point Number 335, Northing, 766 j25 Eas.Iing,.4848i5 Point Number 336, Northing, 766309.56,1,4411%11060-643 Point Number 337, Northing,766311.25, Easting;48T91.13 Point Number 338, Northing,766316.50, Easting,484770.00 Point Number 339, Northing,766318.56, Easting,484759.34 Point Number 340, Northing,766321.06, Easting,484746.62 Point Number 341, Northing,766321.06, Easting,484727.78 Point Number 342, Northing,766320.31, Easting,484717.94 Point Number 343, Northing,766319.56, Easting,484706.66 Point Number 344, Northing,766315.75, Easting,484683.28 Point Number 345, Northing, 766313.06, Easting,484671.42 Point Number 346, Northing,766309.75, Easting,484656.87 Point Number 347, Northing,766297.68, Easting,484627.46 Point Number 348, Northing,766280.31, Easting,484582.21 Point Number 349, Northing,766272.10, Easting,484558.43 Point Number 350, Northing, 766266.00, Easting,484540.75 Point Number 351, Northing,766246.38, Easting,484492.50 Point Number 352, Northing,766226.75, Easting,484451.00 Point Number 353, Northing, 766211.68, Easting,484418.60 e2Y200S 155001 Vo 011-TOSOORNE 0331 05512.0010{0-•5 C' 1 iI 16D6 . a OR: 4089 PG: 3719 WilsOnMiller New Directions In Planning,Design&Engineering Point Number 354, Northing, 766194.37, Easting,484387.66 Point Number 355, Northing, 766186.81, Easting, 484370.31 Point Number 356, Northing, 766184.19, Easting,484362.03 Point Number 357, Northing, 766181.50, Easting,484353.72 Point Number 358, Northing, 766177.75, Easting, 484331.84 Point Number 359, Northing, 766176.25, Easting,484309.97 Point Number 360, Northing, 766177.37, Easting,484299.83 Point Number 361, Northing, 766177.87, Easting,484295.30 i Point Number 362, Northing, 766178.50, Easting,484289.62 I Point Number 363, Northing, 766181.94, Easting,484270.28 Point Number 364, Northing, 766183.06, Easting,484263.97 Point Number 365, Northing, 766192.82, Easting, 484245.13 Point Number 366, Northing, 766207.93, Easting, 484231.56 Point Number 367, Northing, 766218.50, Easting, 484222.50 Point Number 368, Northing, 766237.32ri.ga$trng4ss 09.69 Point Number 369, Northing, 766254(69,1 astin�j,'4842,0 9,0 Point Number 370, Northing, 76627,A 2;'Easting,4B4203:'66 Point Number 371, Northing, 766296:94, Easting,484205:90 Point Number 372, Northing,;766324:817 Easting,_484214.9 Point Number 373, Northing/766332 35 asting, 484220.26 Point Number 374, Northing, 7663'19;Eatitr`�;ar 4229=q r Point Number 375, Northing, 766354. 6, E aj tin , 23 .4 t' 8424 .6 Point Number 376, Northrn „70y363.25, �.a�.i� ;. _� Point Number 377, Northingg\766379.87, Easting,84261.72 /4, Point Number 378, Northing,+?,66'397.19, Easting,4845,84/a Point Number 379, Northing, 76011.93, Easting,4843'0 0 Point Number 380, Northing, 766620 ;6,8, Easting,484410 Point Number 381, Northing, 76643118`Easting,.484679b Point Number 382, Northing, 766647:56; Eating;' 542.25 Point Number 383, Northing, 766463.56,Easting, 84275.28 Point Number 384, Northing, 766421.93, Easting, 484302.35 Point Number 385, Northing, 766419.12, Easting,484298.22 Point Number 386, Northing, 766410.19, Easting,484284.50 Point Number 387, Northing, 766397.25, Easting, 484258.63 Point Number 388, Northing, 766387.04, Easting,484246.75 Point Number 389, Northing, 766381.93, Easting,484240.81 Point Number 390, Northing, 766368.19, Easting,484223.03 Point Number 391, Northing, 766352.00, Easting, 484207.66 Point Number 392, Northing, 766335.01, Easting, 484197.15 Point Number 393, Northing, 766328.14, Easting, 484194.60 Point Number 394, Northing, 766313.18, Easting,484189.06 Point Number 395, Northing, 766293.75, Easting, 484185.84 Point Number 396, Northing,766276.00, Easting, 484185.84 Point Number 397, Northing,766267.92, Easting,484186.60 Point Number 398, Northing, 766259.00, Easting, 484187.43 Point Number 399, Northing, 766239.62, Easting, 484192.32 a,53/l005-15580,Ver.01I•TO58ORNE !1 CNN 9 03312s0.4040-•0 o 16136 lso�Miller` 011, 4089 PG: 3720 ,, New Directions In Planning,Design&Engineering Point Number 400, Northing, 766228.69, Easting,484196.76 Point Number 401, Northing,766217.75, Easting,484201.18 Point Number 402, Northing, 766197.56, Easting,484210.91 Point Number 403, Northing, 766181.38, Easting,484226.29 Point Number 404, Northing, 766170.87, Easting,484241.62 Point Number 405,Northing, 766164.37, Easting,484258.63 Point Number 406, Northing, 766163.02, Easting,484263.94 Point Number 407, Northing, 766160.75, Easting,484272.74 Point Number 408, Northing,766157.12, Easting,484286.91 Point Number 409, Northing, 766157.57, Easting,484297.85 Point Number 410, Northing, 766158.75, Easting,484325.71 Point Number 411, Northing, 766158.75, Easting,484341.09 Point Number 412, Northing, 766152.25, Easting,484355.65 Point Number 413, Northing, 766145.82, Easting,484366.16 Point Number 414, Northing, 766132.87~ E in 484 72.63 Point Number 415, Northing, 7661 6 ,,Ern '8 ,. 4a. .(,�8 Point Number 416, Northing, 76814T5`,-Easting,4848 1 Point Number 417, Northing, 7,66( 50, Easting,484380: 2 Point Number 418, Northing,J/66p�6�0;Easting 4845-376.6 i Point Number 419, Northing. 768044:6 ;1Vi •,484tiit.66.97 Point Number 420, NorthinO, 7 0"a 7..r7Point Number 421, Northing, 7 9:8.• , ,• •Point Number 422, Northin' 9686aas 8432'.71 Point Number 423, NorthindY fi 7.69, Easting, a.30 Point Number 424, Northing -77'68 19.38, Easting,4446 91 --) Point Number 425, Northing,7 87.87, Easting,484 b � -O Point Number 426, Northing,7 8 '7 ,a,,Easting,484244,. Point Number 427, Northing, 7658 Ea tin 4. Point Number 428, Northing, 76580 :49,,tAktirg,1 495 Point Number 429, Northing, 765793.26,,Easting;- 205.25 Point Number 430, Northing, 765758.44, Easting,484187.43 Point Number 431, Northing, 765728.56, Easting,484170.47 Point Number 432, Northing, 765716.48, Easting,484165.94 Point Number 433, Northing, 765702.69, Easting,484160.78 Point Number 434, Northing, 765676.81, Easting,484149.43 Point Number 435, Northing, 765650.13, Easting,484144.59 Point Number 436, Northing, 765620.19, Easting,484137.31 Point Number 437, Northing, 765606.43, Easting,484135.28 Point Number 438, Northing, 765592.68, Easting,484133.28 Point Number 439, Northing, 765571.69, Easting,484129.22 Point Number 440, Northing, 765550.63, Easting,484125.99 Point Number 441, Northing, 765528.68, Easting,484123.40 Point Number 442, Northing, 765523.19, Easting,484122.75 Point Number 443, Northing, 765516.94, Easting,484121.63 Point Number 444, Northing, 765511.81, Easting,484120.72 Point Number 445, Northing, 765500.49, Easting,484118.72 11/23/2005-1531301 Ver.011-TOSSORNE 10 woo 033125040/0-O 1 16D6 Q f� -- Wlsd:Miller• OR: 4089 PG4 3721 New Directions In Planning,Design&Engineering Point Number 446, Northing, 765480.75, Easting, 484116.16 Point Number 447, Northing, 765463.31, Easting,484113.87 Point Number 448, Northing, 765437.44, Easting,484108.21 Point Number 449, Northing,765420.44, Easting,484104.16 Point Number 450, Northing, 765395.37, Easting,484100.94 Point Number 451, Northing,765366.31, Easting,484092.03 Point Number 452, Northing, 765348.13, Easting,484086.15 Point Number 453, Northing, 765336.37, Easting,484082.35 Point Number 454, Northing, 765314.56, Easting,484075.87 Point Number 455, Northing, 765260.37, Easting,484058.06 Point Number 456, Northing, 765240.12, Easting,484052.00 Point Number 457, Northing, 765219.94, Easting,484045.94 Point Number 458, Northing, 765186.75, Easting,484035.44 Point Number 459, Northing, 765168.56, Easting,484028.56 Point Number 460, Northing, 765150.37..Ea in 21.68 Point Number 461, Northing, 765100, f2 ,;'1?"a � �} ,�2 Point Number 462, Northing, 76 0,. ,Bastin 4839 Point Number 463, Northing, 7,6592.62, Easting,48398 . 8 Point Number 464, Northing, 6497q:50,€asticlg,43968.3 Point Number 465, Northing 7641944141'81- as i 483'59.41 Point Number 466, Northin , 7 9 - v,rii •, j Point Number 467, Northin , 7 913.5 , a ti ., ,[:T1-i.1/i Point Number 468, Northin ,F 4,905 .8,1F„.* •, 394:.9# L, Point Number 469, Northin ,7-64: #.62,'Biting, • 393•.' Point Number 470, Northing,'6 32.62, Easting,4 . '9,254�7 Point Number 471, Northing, 0k68, Easting,48134!9 .>L Point Number 472, Northing, 7 6, Easting,48390 64-1 Point Number 473, Northing,7648 Eastingy4.83$��',?,7Point Number 474, Northing,7647 � ti 1¢848`'• 2 Point Number 475, Northing, 764716.13, sting;483868.84 Point Number 476, Northing, 764689.43, Easting,483848.62 Point Number 477, Northing, 764671.69, Easting,483832.47 Point Number 478, Northing, 764656.32, Easting,483817.91 Point Number 479, Northing, 764633.69, Easting,483797.69 Point Number 480, Northing, 764618.96, Easting,483783.63 Point Number 481, Northing, 764615.06, Easting,483779.91 Point Number 482, Northing, 764602.94, Easting,483769.40 Point Number 483, Northing, 764587.56, Easting, 483760.50 Point Number 484, Northing, 764573.00, Easting,483755.65 Point Number 485, Northing,764558.50, Easting,483750.78 Point Number 486, Northing, 764552.44, Easting,483749.32 Point Number 487, Northing,764547.75, Easting,483748.12 Point Number 488, Northing, 764521.25, Easting,483680.44 Point Number 489, Northing, 764515.62, Easting,483668.31 Point Number 490, Northing, 764507.51, Easting,483659.44 Point Number 491, Northing, 764389.50, Easting,483593.12 0/23/2005., ,v�011.TOSBOR„E 11 033,2-504-040-.0 A A 160 6 Wils&Miller° OR: 4089 PG: 3722 r New Directions In Planning,Design&Engineering Point Number 492, Northing, 764187.31, Easting,483661.03 Point Number 493, Northing, 764231.38, Easting,483780.72 , Point Number 494,Northing,764218.88, Easting,483780.72 Point Number 495, Northing,764196.19, Easting,483774.25 Point Number 496, Northing, 764187.31, Easting,483769.40 Point Number 497, Northing, 764176.82, Easting,483763.75 Point Number 498, Northing, 764160.63, Easting,483752.41 Point Number 499, Northing, 764145.25, Easting,483745.94 Point Number 500, Northing, 764133.12, Easting,483737.06 Point Number 501, Northing, 764118.56, Easting,483732.19 Point Number 502, Northing, 764103.18, Easting,483728.97 Point Number 503, Northing, 764087.87, Easting,483724.90 Point Number 504, Northing, 764074.12, Easting,483723.31 Point Number 505, Northing, 764053.88, Easting,483723.31 Point Number 506, Northing, 764041.74,-a ngy p7.21.68 Point Number 507, Northing, 764030'44 ln4"-4 7 x',2,6 Point Number 508, Northing,7654.02;-"Easting,48'-57.- 6* Point Number 509, Northing, 763 2.44, Easting,483709. 6 Point Number 510, Northing6396� 'ff Easting,..443700.6 Point Number 511, Northing'', 7693 .00, actin•,483683.68 Point Number 512, Northing, 7 : ;alb .1ri: :'5 Point Number 513, Northin , 7 8.7.9tib , •.s 3. :.• Point Number 514, Northin ,7 3,:f0.,,,0 ,_ in . 36• .3. Point Number 515, Northin g7 86.93, Easting, • 640 81 Point Number 516, Northing, O 756.32, Easting,48 15 76 C Point Number 517, Northing, 702.13, Easting, 483'94. Point Number 518, Northing, 7 6 1, Easting,4835Z4,53, Point Number 519, Northing, 763 7 2 , sting,.48 k$. Point Number 520, Northing, 7635880..06 Ea i •r 42.19 Point Number 521, Northing, 763544.44, Eattn., • :3527.62 Point Number 522, Northing, 763512.13, Easting,483515.50 Point Number 523, Northing,763478.12, Easting,483501.74 Point Number 524, Northing, 763453.88, Easting,483491.21 Point Number 525, Northing,763420.75, Easting,483475.88 Point Number 526, Northing, 763391.63, Easting,483459.69 Point Number 527, Northing, 763375.44, Easting,483444.35 Point Number 528, Northing, 763360.06, Easting,483427.35 Point Number 529, Northing, 763352.00, Easting, 483411.97 Point Number 530, Northing, 763346.38, Easting,483385.31 Point Number 531, Northing, 763349.57, Easting,483368.31 Point Number 532, Northing, 763354.44, Easting, 483348.09 Point Number 533, Northing, 763359.31, Easting,483332.75 Point Number 534, Northing, 763366.56, Easting,483305.25 Point Number 535, Northing, 763373.06, Easting,483279.37 Point Number 536, Northing,763381.12, Easting,483255.12 Point Number 537, Northing,763390.00, Easting,483224.37 &23/2006 IS-1001 Ver.ON-TOSRORNE 12 . 009124O4-04F-0 . ..,. I 613 6 OR: 4089 89 PG: 3723 New Directions in Planning,Design&Engineering Point Number 538, Northing, 763398.94, Easting,483202.56 Point Number 539, Northing, 763455.37, Easting,483026.56 Point Number 540, Northing, 763506.38, Easting,482889.40 Point Number 541, Northing, 763521.19, Easting,482851.40 Point Number 542, Northing, 763541.56, Easting,482824.54 Point Number 543, Northing, 763563.81, Easting, 482801.37 Point Number 544, Northing, 763583.24, Easting,482791.16 Point Number 545, Northing, 763606.74, Easting,482781.03 Point Number 546, Northing, 763844.90, Easting,482779.05 Point Number 547, Northing, 763849.25, Easting,482780.03 Point Number 548, Northing, 763904.87, Easting, 482795.81 Point Number 549, Northing, 763938.63, Easting,482811.71 Point Number 550, Northing,763865.50, Easting,482999.41 Point Number 551, Northing, 764032.00, Easting,483060.06 Point Number 552, Northing,764161.06, a 4 104.46 Point Number 553, Northing, 7641¢ 31,, 1n 9 Point Number 554, Northing, 76,4,11,5:88,` Easting,48$03 Point Number 555, Northing, 764204 88, Easting,483015'`..5 Point Number 556, Northing,fl642(44.94;-Easting • : •26.8. Point Number 557, Northin , 764258. ' Fastin•,482:83.66 Point Number 558, Northin , 7:•Point Number 559, Northin , 7. 2 6. Ire , :28 4.Point Number 560, Northin (1. + s nd'286 .1 t-+ Point Number 561, Northin 7.•1•'..00, acting, 12851 10 Point Number 562, Northing, 75-108.94, Easting,4$2134 46 Thence South 20°10'47"West 7• ..95 feet to a point o e es line of Section 33, Township 46 South, Range 28 East Colli C��i n i, Florida (Point Ntr.e(563, Northing, 763982.28, Easting, 482777.91); 4' --_.__ ----;;-.0\y/ Thence along said west line North 00°28'3 "Wer'f787.60 feet to the northwest corner of said Section 33(Point Number 567, Northing, 765769.82, Easting, 482763.06); Thence along the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida North 01°16'37"West, 5300.86 feet to(Point Number 1, Northing,771069.37, Easting, 482644.93)POINT OF BEGINNING; Containing 434.74 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North89°00'45"East. 8232006.155801 Ver 01f.TOSBORNE 13 03312.80{-010-0 1613 6 7 F WilsonMilier• OR: 4089 PG: 3724 , New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 2 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89'00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A.7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS.FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: k1y, Z CO ,* 1. DATE OF PHOTOGRAPHY:4/23/b -' X15., 2. NEGATIVE SCALE: 1:360007C.)\--1\--1 1-' 3. PIXEL DIAMETER:2.5' 1 4. TARGET SCALE: 1"=500' j 5. SCALE NOT TO EXCEED,1"=500'. 6. THIS IMAGERY HAS NO BES .' s. . ' .El‘TO MEET MINIMUM TECHNICAL STANDAR S O ATI„N L M PCC " O S ANDARDS. 7. VERTICAL ELEVATION ,H G•S L E I LORI 'Ni• IDISPLACEMENT. EVERY EFFORT HAS BEEN MAS?..: �MI IM HIS"Ek EC s'• CRI�tICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREELEAN T Q STRUCT FEATURES, EXPOSURES WERE MOSAI,KED IN AN EFFORT' IN MIZ THE EFFECT. 9. THIS PROD• IS SIMILAR\P(ACCURACY TO RECTI I IE LARGEMENTS, EXCEPT P-•'Air'."• I�A DIGITAL FO BY 4AI DATE 8-08-05 ►.► MI LER,P.S.M.LS#5627 WILSON •T, �»' , EGISTERED ENGINEERS AND LAND SURVEYORS. i{+IOT'VAL e Y J b; eSIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND ,.-f.0T2 t�;4 ,1t " RVEY OF SUBJECT LANDS. ' 013gATION#LB-43 G, Tr 7 f• "',,t ' ( i9 #,,,,,,,ii,..-' f` • ;,..s, i, •i i is ,, F "1 0127/2005-15,5401 Vr.00.TOESORNE 14 CMS 112504010••0 16116 WiIsOnMiller5 OR: 4089 PG: 3725 New Dfrections In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 22 and 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL B) (EXHIBIT A) All that part of Sections 22 and 27,Township 46 South, Range 28 East,Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 27,Township 46 South, Range 28 East,Collier County,Florida. Thence along said north line of said Section 27, North 88°59'47"East, 544.11 feet,to the POINT OF BEGINNING;(Point Number 573,Northing 771170.47, Easting 488502.29); Thence along said north line North 88°59'47" East_ 9 feet to(Point Number 578, Northing 771184.10, Easting 489279.86) Thence leaving said line In straight-lin Sag e s t�hroug Apt owing vertices,(Points 577 through 579 inclusive) 9 , Point Number 577, Northing 772 26.52,fFsin1g 89264 Point Number 578, Northing 77549 2, Easthrq 4589.15 Point Number 579,Northing 77 56 .771112p7 ' Thence along the east line of t epi reri e pout)00°314.2: ast, 1342.58 feet to a point on said north line of said Sectio 2q tPmtf`e 5 orthi • -71,409.20, Easting 491261.54) Thence along the north line of s fiction 27 North 88°l',47" 'ast c 3fp9 feet to(Point Number 581, Northing 771225.17, Easting 49 50 8) .r Thence leaving said line in straight (le` egments through tthe f• I• 4ertices,(Points 582 through 631 &573 inclusive) 1 O�,, Point Number 582,Northing 772567.63, anti 491 :1. " Point Number 583,Northing 772573.53,Eastin 91909:42 Point Number 584, Northing 771333.35,Easting 491920.69 Point Number 585, Northing 771291.04, Easting 491800.20 Point Number 586,Northing 771341.91, Easting 491677.84 Point Number 587,Northing 771102.33, Easting 491749.23 Point Number 588, Northing 770950.54, Easting 491802.25 Point Number 589, Northing 770847.16, Easting 491828.92 Point Number 590, Northing 770739.68, Easting 491834.56 Point Number 591, Northing 770582.14, Easting 491856.71 Point Number 592, Northing 770335.17, Easting 491693.64 Point Number 593, Northing 770318.76, Easting 491480.21 Point Number 594, Northing 770285.95,Easting 491343.49 Point Number 595,Northing 770139.90,Easting 491131.60 Point Number 596,Northing 770203.08, Easting 491077.35 Point Number 597, Northing 770363.89, Easting 491060.73 Point Number 598, Northing 770631.37, Easting 491052.73 Point Number 599, Northing 770613.42, Easting 491021.75 Point Number 600, Northing 770574.76, Easting 490954.99 Point Number 601, Northing 770554.64, Easting 490878.23 Offices strategically located to serve our clients 800.649.4336 Naples/Co►parale Office 3200 Bailey Lane,Suite 20D•Naples,Florida 34105.239.649.4040• Fax 239643.5716 wllsonmlller.com 8/10/200 5-155008 V•r.011-TOSBORNE CAW 03312.504-040--0 ...F W7laanMllA�Inc.—fL Lk./CC-0000170 0,0 6 1 i OR: 4089 PG: 3726 WilsOnMilleri New Directions In Planning,Dosign&Engineering Point Number 602, Northing 770563.43, Easting 490785.97 Point Number 603,Northing 770594.18, Easting 490689.32 Point Number 604,Northing 770642.52, Easting 490632.21 Point Number 605, Northing 770800.67, Easting 490509.19 Point Number 606, Northing 770936.87, Easting 490408.15 Point Number 607, Northing 771024.73, Easting 490307.11 Point Number 608, Northing 771033.52, Easting 490258.77 Point Number 609, Northing 771046.70, Easting 490113.80 Point Number 610, Northing 771086.23, Easting 489995.17 Point Number 611,Northing 771125.77, Easting 489815.06 Point Number 612,Northing 771130.16, Easting 489705.22 Point Number 613,Northing 771147.75, Easting 489503.12 Point Number 614, Northing 771147.75, Easting 489362.54 Point Number 615, Northing 771135.54, Easting 489340.85 Point Number 616, Northing 771119.05, Easting 489311.52 Point Number 617, Northing 770910.86, Eastiri g489447:QQ Point Number 618,Northing 770901.72, Ea ti 4$9O;'--i----,N,1;4 Point Number 619,Northing 770896.48;. g ...--VV), , �� 4813 Point Number 620,Northing 770893'. 3'; �sting 489133.61 Point Number 621,Northing 77081'5. 3, Eastin 489060.69 Point Number 622,Northing 770753. 62,`E„a_,S. ing889-1-7-.21t Point Number 623,Northing 77076223,Eastiifg 488 03.80 Point Number 624,Northing 77676 1 ti Point Number 625,Northing77+076 .9 ti 888 7) Point Number 626,Northing 77617 8 Ea ti 8,88 9011 1_,Point Number 627,Northing 770 0st?ig 488 11:6 Point Number 628, Northing 776 1. 7,Easting 488628.5 Point Number 629,Northing 77160,Easting 488468.8".l, ' ) Point Number 630,Northing 77107 7;' asting 488450.25 Li Point Number 631,Northing 771160 ;E sting 488498.86 ,S,Point Number 573,Northing 771170.4 , astjng-488502:2, (R04 OF BEGINNING) Containing 103.27 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South,Range 28 East, Collier County, Florida being North 88°00'45"East. atwew6•156006 Vie:OM TOSlow+e 0 0330s0e•O40-0 1 6 LI 6 Wi1s4nMiller6 OR: 40 9 PG: 3727 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 3 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY:4/23/0 -i R CO 2. NEGATIVE SCALE: 1:36000 J ,j --- 4/ � 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' / 5. SCALE NOT TO EXCEED 1"=500. ,_,.� \--- 6. THIS IMAGERY HAS NOT BEEN ORTHOCG.ORRECTE IN OR9ER\TO MEET MINIMUM TECHNICAL STANDARDS OI ,f4AT[QVAL-'MAP`Y G YJSTANDARDS. 7. VERTICAL ELEVATION CHAt'G WILIiiCAUSE RIZ+ •A DISPLACEMENT. EVERY EFFORT HAS BEEN MADE,TTQ,MJt'IIMIZE THISJE FECT� C R ,RIT ICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES'OR TREES,LEAN'Tb,O STRUCT FEATURES, EXPOSUR WERE MOSAICKED IN AN EFFORT TOMINIM ZE✓T THE EFFECT. 9. THIS • " tT IS SIMILAR IN" CCURACY TO REONF�4 DIE RGEMENTS, EXCEPT fr DIGITAL FO r1A ('I,l ' 1 'fi r =..„.2/:,..7„7,..) - j BY : • CITE 8-08-05 • ia , ! ;;AS4%(1.LS#5627 M/ , ,1 d ti''ItNT'Cif S'1"ERED ENGINEERS AND LAND SURVEYORS, o o f Qu 1't &SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL • A�o7 ' ,,m.%,-A ..`, 1' �{RVEY OF SUBJECT LANDS. CE ��,491/. y;t. *RIZATION#LB-43 R Ott , PT' :, � C ;; : '.: ;,,A.- ..1"4-.7,',;44,4,!-..- . 8162005 155008 Vs 011-TOSI3ORNE 3 'lJj\/ usu �`+.-.I+F 00312504-040.-0 6 16D6 WilsonMiller ® OR: 4089 PG: 3728 r New Directions In Planning,Design 8 Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL C) (EXHIBIT A) All that part of Section 33,Township 46 South, Range 28 East, Hendry County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along the west line of said Section 33, North 00°28'34" East, 1817.05 feet,to the POINT OF BEGINNING; (Point Number 633,Nor �r 6A ,Easting,482778.16); Thence leaving said west line in straig li -segm sjf ugh the following vertices, (Points 633 through 637 inclusive) .. Point Number 634, Northing, 6395 3TEtin ,4 80.06 g ��. 9-- Point Number 635, Northing 76 44.68, �ting 482 •6.07 Point Number 636, Northing 76 g 1 r ,; I! Point Number 637, Northin 76 9 8.7 , a tin • ; 8 6 a Thence South 15°01'15"W �s 8 f tb. •' t .n th- w-st lineof said Section 33(Point Number 638, Northing, 763L9t 7, Easting,482778`. )Ak //I Thence along the west line of§ i e, ection 33 North 06 g$' R est 59.98 feet to(Point Number 633, Northing, 763952.84, Eastii�•,(4 2.778.16)(POINT O. GINNING) / Containing 0.01 acres more or less. /,[ CIh� Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East,Collier County, Florida being North 89°00'45"East. Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 200•Nap/es,Florida 34105.239.649.4040•Fax 239.643.5716 .. j ertae0°s 165570 Vat 01F7058ORNE wllsonml/ler cam 1 0331250{-0{0-0 WnsonMNi., nc.—Ft tic.!LC•C000170 1606 WilsenMiller OR: 4089 PG: 3729 r New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 4 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY:4/23/03 VJI 2. NEGATIVE SCALE: 1:36000 7\ �/1 3. PIXEL DIAMETER:2.5' C/ 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1"=5Q0'.1 '-------•--.i1 6. THIS IMAGERY HAS NOT/BEEN ORTHdCOR ECTEP IN ORDS TO MEET MINIMUM TECHNICAL STANDARDS OR NATIOIIAL AP'+AC+C U Y�`'�jfSTANDARDS- 7. VERTICAL ELEVATION CH GES W1LI4 C US= I OFf1ZQNTAL DISPLACEMENT.EVERY EFFORT HAS BEEN MAI 1• MIN MI2><, t1ISIEFFECT'FOJR CR4TICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES-OR TRE LEAN TRUCT FEATURES, EXPOSUR - ERE MOSAICkED IN AN EFFORT TO MINIMIZE) HE EFFECT. 9. THIS P'vDUCT IS SIMILAR:. CCURACY TO REl TIF ED..EN ARGEMENTS, EXCEPT PR v4,44 E.D IN A DIGITAL Ft*A ---1,:,y , ,..,__________4) '''-211. IC1-%C:. .i ' , ATE 8-08-05 ' -P .M. LS#5627 W-IL I '. .I:A R i1Nc.RF.:g3ISTERED ENGINEERS AND LAND SURVEYORS. N!~S1 /• l WWiPiOU' li(E SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SUR. d' 4NOOP .PE12. . NO • -$E JdEtJLL.SURVEY OF SUBJECT LANDS. CERT1F1 l ''A'ritlORIZATION#LB-43 REF 21 y ,t:.-a 3 J . $,23I2005153e7e ver 00-rOSSOflNO 2 0 CAM 01312SO4-0/0--0 16D6 • , Wil nMiller® OR: 4089 PG: 3730 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL D) (EXHIBIT A) All that part of Sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along the west line of said Section 33,,South 00°28'34" East, 2199.96 feet,to the POINT OF BEGINNING(Point Number_ 3663f:o 3569.93, Easting, 482781.34); NN Thence leaving said west line in rt 'gine segmen ft k t the following vertices, (Points 640 through 980 inclusive) Point Number 640, Northing 76;11..8 48.2.97.66.s Point Number 641, Northing, 76 , . ••c . IfT Point Number 642, Northin, 7::• 48.x' , �a ti • : :5i.; r ......, Point Number 643, Northin tic • , a ti •;302i 11 [..., Point Number 644, Northing •• 73:••.38, Fasting,4:. 201.• _. ' Point Number 645, Northing, '3377.06, Easting,48'123.^6� Point Number 646, Northing, r0.88, Easting,483 7 5aA�Point Number 647, Northing,74 7, Easting,483308A6 , 6'' Point Number 648, Northing,7633. 5'5,,81�, in 3-3(7fb Point Number 649, Northing,763332:63 tWIn� X37.8:63 Point Number 650, Northing,763331.81,fisting;483399.84 Point Number 651, Northing,763334.02, Easting,483414.14 Point Number 652, Northing,763342.32, Easting,483437.06 Point Number 653, Northing, 763347.94, Easting,483449.18 Point Number 654, Northing,763360.06, Easting,483461.31 Point Number 655, Northing,763373.81, Easting,483471.01 Point Number 656, Northing,763394.88, Easting,483483.15 Point Number 657, Northing, 763427.19, Easting,483496.87 Point Number 658, Northing,763462.00, Easting,483513.06 Point Number 659, Northing, 763497.56, Easting,483527.62 Point Number 660, Northing, 763538.81, Easting,483545.40 Point Number 661, Northing, 763643.81, Easting,483592.50 Point Number 662, Northing, 763716.37, Easting,483621.69 Point Number 663, Northing,763749.09, Easting,483633.86 Point Number 664, Northing,763789.50, Easting,483648.90 Point Number 665, Northing, 763817.55, Easting,483659.62 Point Number 666, Northing, 763850.94, Easting,483672.38 Offices strategically located to serve our clients 800.649.4336 i•1 Naples/Corporate Office 3200 Bailey Lane,Salle 2A)••Naples,Florida 34105.239.649.4040• Fax 239.643.5716 wiisonmiller corn 1l2*2OCYF 151870 VK o 1_ 7 0 1 03312-SO4-040-.0 • WllsonUllloilnc.—FL Lk./LC-0000170 1606 6 WilsOR: 4089 PG: 3731 New Directions In Planning,Design&Engineering Point Number 667, Northing, 763871.42, Easting, 483679.96 Point Number 668, Northing, 763894.56, Easting, 483688.53 Point Number 669, Northing, 763947.12, Easting, 483709.56 Point Number 670, Northing, 763979.50, Easting, 483719.26 Point Number 671, Northing, 764002,94, Easting,483728.16 Point Number 672, Northing, 764023.19, Easting, 483732.19 Point Number 673, Northing, 764045.81, Easting,483737.06 Point Number 674, Northing, 764072.49, Easting,483737.85 Point Number 675, Northing, 764099.19, Easting,483743.53 Point Number 676, Northing, 764123.44, Easting,483754.03 Point Number 677, Northing, 764147.68, Easting,483763.75 Point Number 678, Northing, 764172.75, Easting,483775.06 Point Number 679, Northing, 764192.19, Easting,483787.19 Point Number 680, Northing, 764219.69, Easting, 483795.28 Point Number 681, Northing, 764237.06,- fin 483796.22 Point Number 682, Northing, 7642$4' 7 shgT. 83924;6 Point Number 683, Northing, 764 u1 6;Easting, 4838- Point Number 684, Northing, 764575.44, Easting, 483823.x. Point Number 685, Northing,76455 9 Easting,_483773. Point Number 686, Northing,764596 88 Easting,483793.25 Point Number 687, Northing;76 633:35;•E<a$ti.g 48.382 7 Point Number 688, Northing,7616q4.0 , Ea 4ti g;48'3850 07' Point Number 689, Northing,76i 87 C tjig(48,387'y,06., -' Point Number 690, Northing�,764699.56, Easting,483882.18 �= Point Number 691, Northing,T64747.31, Easting,4889.11. 2 Point Number 692, Northing, 7 .86, Easting,4830; c Point Number 693, Northing, 76479172, Easting,4839• Point Number 694, Northing, 764&Z68 asting,_48390. Point Number 695, Northing, 764884:75,.,1arsthg_,'483960:63 Point Number 696, Northing, 764917.94,Easting;4873.56 Point Number 697, Northing, 764951.06, Easting,483982.47 Point Number 698, Northing, 765013.01, Easting,484000.94 Point Number 699, Northing, 765051.32, Easting, 484012.37 Point Number 700, Northing, 765126.04, Easting,484034.19 Point Number 701, Northing, 765169.18, Easting,484048.74 Point Number 702, Northing, 765202.57, Easting,484060.09 Point Number 703, Northing, 765255.13, Easting,484078.68 Point Number 704, Northing, 765289.06, Easting,484090.03 Point Number 705, Northing, 765355.37, Easting, 484111.03 Point Number 706, Northing, 765428.13, Easting, 484130.43 Point Number 707, Northing, 765465.35, Easting,484136.13 Point Number 708, Northing, 765496.87, Easting, 484140.96 Point Number 709, Northing, 765548.63, Easting,484145.81 Point Number 710, Northing, 765593.13, Easting, 484155.50 Point Number 711, Northing, 765626.25, Easting,484163.59 Point Number 712, Northing, 765671.56, Easting, 484174.91 7RB'2D05-155878 VN Oil-TOSBORNE 2 DJJ1240I-044-0 CAU 160 6 Wil nMlller• OR: 4089 PG: 3732 New Directions In Planning,Design&Engineering { gyjjE Point Number 713, Northing,765695.00, Easting,484180.59 Point Number 714, Northing, 765735.44, Easting,484198.37 Point Number 715, Northing, 765783.12, Easting,484225.88 Point Number 716, Northing, 765816.31, Easting,484247.69 Point Number 717, Northing, 765862.38, Easting,484273.56 Point Number 718, Northing, 765904.43, Easting,484303.50 Point Number 719, Northing, 765946.50, Easting,484334.22 Point Number 720, Northing, 765972.37, Easting,484356.06 Point Number 721, Northing, 766003.06, Easting,484373.84 Point Number 722, Northing, 766019.25, Easting,484384.34 Point Number 723, Northing, 766051.63, Easting,484398.09 Point Number 724, Northing, 766088.00, Easting,484401.35 Point Number 725, Northing, 766121.93, Easting,484400.53 Point Number 726, Northing, 766159.12, Easting,484403.75 Point Number 727, Northing,766180.1 , n 24.28 Point Number 728, Northing, 766193`94,;1 Vj a Point Number 729, Northing,7682005-,-Easting,48441:, Point Number 730, Northing, 1-25.44, Easting,484500. 9 Point Number 731, Northing,,7662419,Easting,_4:• •2.0 Point Number 732, Northing/76052:9 'EEstin•,484'78.44 Point Number 733, Northin 766 & �D; a i -s .5'. Point Number 734, Northin , 7Ea 2h2.0$, a tir ,4 Point Number 735, Northin ,(791 $ f� •r166'-.5 E-. Point Number 736, Northing T6 29D.13, E s ng,4699.12 Point Number 737, Northing,\7,66 95.81, Easting,48,7.5.:2 Point Number 738, Northing, k2,� ?57, Easting,484' : : � Point Number 739, Northing,78 3, Easting,484823 4 Point Number 740, Northing, 766 .77:419 Easting,4845 8.`222 Point Number 741, Northing,766273:094Era�'ts�ing 4$48B9:63 Point Number 742, Northing,766270.75,tasting-,-4907.54 Point Number 743, Northing,766267.50, Easting,484955.25 Point Number 744, Northing,766272.37, Easting,484981.12 Point Number 745, Northing,766275.56, Easting,485000.53 Point Number 746, Northing, 766279.62, Easting,485026.41 Point Number 747, Northing,766288.50, Easting,485053.91 Point Number 748, Northing, 766303.06, Easting,485080.60 Point Number 749, Northing,766316.01, Easting,485116.97 Point Number 750, Northing,766323.32, Easting,485142.03 Point Number 751, Northing, 766339.43, Easting,485177.62 Point Number 752, Northing, 766347.56, Easting, 485203.50 Point Number 753, Northing, 766353.19, Easting,485238.25 Point Number 754, Northing, 766352.38, Easting,485272.22 Point Number 755, Northing, 766352.38, Easting,485308.63 Point Number 756, Northing, 766345.94, Easting,485343.37 Point Number 757, Northing, 766341.20, Easting,485379.72 Point Number 758, Northing,766340.25, Easting,485387.05 i f . ? \1,420/2005-men Vet:0167OSBORNE CAso 0331zsoaaw.-0 3 1636 Wils$nMiller. OR: 4089 PG: 3733 New Directions In Planning,Design&Engineering Point Number 759, Northing, 766337.07, Easting,485429.91 Point Number 760, Northing, 766333.00, Easting,485482.47 Point Number 761, Northing, 766329.75, Easting,485526.94 Point Number 762, Northing, 766333.00, Easting,485557.66 Point Number 763, Northing, 766334.62, Easting,485619.12 Point Number 764, Northing, 766337.07, Easting,485659.56 Point Number 765, Northing, 766342.69, Easting,485704.85 Point Number 766, Northing, 766345.94, Fasting, 485747.68 Point Number 767, Northing, 766350.81, Easting, 485782.47 Point Number 768, Northing, 766352.38, Easting, 485835.03 Point Number 769, Northing, 766355.62, Easting, 485886.78 Point Number 770, Northing, 766360.50, Easting, 485930.44 Point Number 771, Northing, 766358.88, Easting,485996.75 Point Number 772, Northing, 766364.50, Easting,486103.50 Point Number 773, Northing, 766368.5 { a1tin ; 6225.59 Point Number 774, Northing, 76637Y81},,, _str'n 4: 6"44 Point Number 775, Northing, 76637,61'69;Easting,48635M Point Number 776, Northing, 76637749, Easting, 486420:46 Point Number 777, Northing,766378;25,:Easting,4.86498.91\ Point Number 778, Northing;768'383:94;t: asting 486 04.85 Point Number 779, Northing, 768383. 9;Ela tin'' �'$687 Point Number 780, Northing, 7663 9. , Ea tir ,4'86604.34 Point Number 781, Northin g,7.8ti2 .8Eatin[Jti 86490.3 Point Number 782, Northingq86267.43,Easting,486474. 6 ` Point Number 783, Northing,t7f 6243.12, Easting, 486453. 2 Point Number 784, Northing, 7882'19 31, Easting, 481;14 9: , Point Number 785, Northing, 7861117.M,, Easting, 486407!�1�"'�Q Point Number 786, Northing, 766 8,36 Eastipg,48631 Q5 Point Number 787, Northing, 766157:39{Ea tin ,"486354:99 Point Number 788, Northing, 766140.21,Easting;486327.15 Point Number 789, Northing, 766124.88, Easting,486298.24 Point Number 790, Northing, 766111.48, Easting,486268.39 Point Number 791, Northing, 766100.06, Easting,486237.73 Point Number 792, Northing, 766090.67, Easting,486206.39 Point Number 793, Northing, 766084.00, Easting,486177.34 Point Number 794, Northing, 766019.41, Easting,486254.52 Point Number 795, Northing, 765885.67, Easting,486278.62 Point Number 796, Northing, 765711.72, Easting,486264.98 Point Number 797, Northing, 765517.27, Easting,486231.85 Point Number 798, Northing, 764995.12, Easting,486207.89 Point Number 799, Northing, 764990.70, Easting,486208.05 Point Number 800, Northing, 764956.65, Easting, 486209.35 Point Number 801, Northing, 764944.88, Easting, 486209.92 Point Number 802, Northing, 764933.68, Easting,486210.45 Point Number 803, Northing, 764927.63, Easting,486359.38 Point Number 804, Northing, 764928.04, Fasting,486360.61 7)2920:6.155916 Vor.011-TOSBonNE 4 (13 wu 03312-5,04-040--0 160 6 WilsOnMiller OR: 4089 PG: 3734 New Directions In Planning.Design&Engineering { Point Number 805, Northing, 764931.77, Easting,486371.77 Point Number 806, Northing, 764927.83, Easting,486382.25 Point Number 807, Northing,764926.51, Easting,486386.88 Point Number 808, Northing, 764924.00, Easting,486448.75 Point Number 809, Northing,764927.78, Easting,486463.27 Point Number 810, Northing, 764926.53, Easting,486483.11 Point Number 811, Northing, 764922.43, Easting,486487.20 Point Number 812, Northing, 764920.77, Easting,486528.12 Point Number 813, Northing, 764925.21, Easting,486535.51 Point Number 814, Northing, 764923.90, Easting,486544.68 Point Number 815, Northing, 764919.90, Easting,486549.47 Point Number 816, Northing, 764901.07, Easting,487012.71 Point Number 817, Northing, 764897.43, Easting,487102.29 Point Number 818, Northing,764897.71, Easting,487102.68 Point Number 819, Northing, 764897.25;- i3 n•,• :7-1 6.83 Point Number 820, Northing,764894I(,,, tr n e • •#.1, 86 Point Number 821, Northing,76 7t1tfasting,48tt '38, Point Number 822, Northing,7 49&E127, Easting,487193. 3 Point Number 823, Northing,/ 6506 14, Easting,.4 17.7 Point Number 824, Northing,76 083. 111,titin•,48724.13 Point Number 825, Northin', 7 ?'3 .. 7 ' ti g, • ; .; r Point Number 826, Northin ,7 1 3.4 a ti g, 4*. , ��_ . , Point Number 827, Northin �7 � 1 9w ;726•' 8• h Point Number 828, Northing f76 1'9.96, Fasting,487282.06 Point Number 829, Northing,\7 6 214.48, Easting,48='•2.;41 Point Number 830, Northing, ,2,56.01, Easting,48 4'•g 5 Point Number 831, Northing,7 2 6:81, sting,48733:x'5 Point Number 832, Northing,765 01(56, sting._4873-030 Point Number 833, Northing,765173. 51 40-tjn9„ f 6-21 Point Number 834, Northing,765142.75,Ea' tirrg;487376.91 Point Number 835, Northing,765089.38, Easting,487402.31 Point Number 836, Northing,765044.50, Easting,487425.19 Point Number 837, Northing,765004.68, Easting,487441.28 Point Number 838, Northing,764977.56, Easting,487455.68 Point Number 839, Northing,764912.31, Easting,487485.35 Point Number 840, Northing,764881.28, Easting,487499.73 Point Number 841, Northing,764864.09, Easting,487507.70 Point Number 842, Northing,764862.79, Easting,487508.29 Point Number 843, Northing, 764842.88, Easting,487517.53 Point Number 844, Northing,764831.92, Easting,487522.14 Point Number 845, Northing, 764794.56, Easting,487537.87 Point Number 846, Northing,764766.63, Easting,487543.78 Point Number 847, Northing, 764739.31, Easting,487545.19 Point Number 848, Northing,764737.69, Easting,487545.28 Point Number 849, Northing, 764733.56, Easting,487545.50 Point Number 850, Northing, 764711.51, Easting,487542.74 7/20/e005.155070 We:011•TOS8ORNE 5 CAW 03312504-040--0 1606 Wiled►nMiller° OR: 4089 PG: 3735 New Directions In Planning,Design&Engineering Point Number 851, Northing, 764688.97, Easting, 487539.92 Point Number 852, Northing, 764671.23, Easting, 487537.47 Point Number 853, Northing, 764637.88, Easting,487532.78 Point Number 854, Northing, 764623.86, Easting,487529.13 Point Number 855, Northing, 764623.48, Easting,487529.03 Point Number 856, Northing, 764598.87, Easting, 487522.62 Point Number 857, Northing, 764556.03, Easting,487508.33 Point Number 858, Northing, 764550.62, Easting, 487506.53 Point Number 859, Northing, 764511.62, Easting,487498.06 Point Number 860, Northing, 764473.50, Easting, 487482.81 Point Number 861, Northing, 764444.69, Easting,487470.93 Point Number 862, Northing, 764415.06, Easting, 487452.32 Point Number 863, Northing, 764364.24, Easting,487421.81 Point Number 864, Northing, 764300.68, Easting,487376.91 Point Number 865, Northing, 764250.69,-E�,,a,gtJng,; 7343.04 Point Number 866, Northing, 764216;,OQ,;E sting-,'.4 13 91 Point Number 867, Northing, 76411p81--,-Casting,48729 : g Point Number 868, Northing, 75417712, Easting,487287.60 Point Number 869, Northing,764i'70:43;-Easting,_487281.8 Point Number 870, Northing/764168.01;-Easting,48779.94 Point Number 871, Northing; 764,148: ; Eafti 7 5 Point Number 872, Northin 764142.2$5, a tirjd,18725.9 Point Number 873, Northin ,171 0 550,,E tirigl,48721$.5 Point Number 874, Northing.76 4033.00, Easting,487176 97 _ Point Number 875, Northin 763 79.63, Easting,40433.79 9 Point Number 876, Northing, 6 7.19, Easting, 4871'1$;8 --� Point Number 877, Northing, 76 Z1>1.8, Easting, 487094. 1 Point Number 878, Northing, 76381 K877'�Eastin__g 487058° Point Number 879, Northing, 763803'.43LE sting;¢7Q0 00 Point Number 880, Northing, 763774.09, Eashiy,456980.71 Point Number 881, Northing, 763749.19, Easting,486960.09 Point Number 882, Northing,763704.31, Easting,486927.90 Point Number 883, Northing,763650.94, Easting, 486887.25 Point Number 884, Northing, 763630.18, Easting,486871.15 Point Number 885, Northing, 763609.43, Easting,486855.06 Point Number 886, Northing, 763578.07, Easting,486827.97 Point Number 887, Northing, 763539.94, Easting,486800.00 Point Number 888, Northing, 763484.06, Easting,486759.34 Point Number 889, Northing, 763450.99, Easting, 486735.63 Point Number 890, Northing, 763412.87, Easting,486714.43 Point Number 891, Northing, 763380.69, Easting,486697.51 Point Number 892, Northing, 763357.00, Easting,486683.94 Point Number 893, Northing, 763353.07, Easting,486682.42 • Point Number 894, Northing, 763334.87, Easting,486675.41 Point Number 895, Northing, 763318.88, Easting,486669.87 Point Number 896, Northing, 763304.69, Easting,486666.47 7202005-155070 Ver.011.TOSBORNE 6 4:O3312404010•-0 1 1. 613 OR: 4089 PG: 3736 I$nMiller. Now Directions In;tanning,Design&Engineering Point Number 897, Northing, 763287.56, Easting,486665.41 Point Number 898, Northing, 763268.87, Easting,486664.47 Point Number 899, Northing, 763253.63, Easting,486666.16 Point Number 900, Northing, 763233.31, Easting,486670.38 Point Number 901, Northing, 763211.25, Easting,486673.78 Point Number 902, Northing, 763190.06, Easting,486679.69 Point Number 903, Northing, 763160.44, Easting,486689.03 Point Number 904, Northing, 763119.75, Easting,486701.72 Point Number 905, Northing, 763085.87, Easting,486712.74 Point Number 906, Northing, 763046.07, Easting,486723.76 Point Number 907, Northing, 763013.87, Easting,486731.38 1 Point Number 908, Northing, 762976.63, Easting,486732.21 Point Number 909, Northing, 762932.56, Easting,486733.06 Point Number 910, Northing, 762902.07, Easting,486733.90 Point Number 911, Northing, 762880.0_Qf a n 731.38 Point Number 912, Northing, 7628$8`6 , i in - 67 5 Point Number 913, Northing, 76 O4 , acting,48 72&O Point Number 914, Northing,7,62 .25, Easting,486728`. 5 Point Number 915, Northing,7627 5 69;1=asting,486 32.2 Point Number 916, Northing`76273 .5T, astin•,486 36.47 Point Number 917, Northin,7 703 ti • c Point Number 918, Northin ,7 tia, a ti • ! 4 tPoint Number 919, Northin ,(71 � t' • !86751.7 Point Number 920, Northin T76 2 69, acting, ;•75°*�' Point Number 921, Northing, 6 31.00, Easting,4667;62472 Point Number 922, Northing, f2 6.81, Easting,4867CB1.0 Point Number 923, Northing,7824 . 2, Easting,486770;•2' Point Number 924, Northing,762 162 ,E ing,9867;45,'6s Point Number 925, Northing, 762412:0414-tine; 69:22 Point Number 926, Northing,762386.82,asting;456708.38 Point Number 927, Northing,762363.02, Easting,486685.94 • Point Number 928, Northing,762350.74, Easting,486673.41 Point Number 929, Northing,762330.89,Easting,486651.93 Point Number 930, Northing,762310.22, Easting,486626.57 Point Number 931, Northing,762291.25, Easting,486599.91 Point Number 932, Northing,762282.36, Easting,486586.00 Point Number 933, Northing,762185.52, Easting,486491.47 Point Number 934, Northing,762157.77, Easting,486462.09 Point Number 935, Northing,762137.10, Easting,486436.73 Point Number 936, Northing,762118.13, Easting,486410.07 Point Number 937, Northing,762100.95, Easting,486382.23 Point Number 938, Northing,762095.51, Easting,486372.48 Point Number 939, Northing,762057.77, Easting,486303.05 Point Number 940, Northing,762047.88, Easting,486283.88 Point Number 941, Northing, 762034.47, Easting,486254.04 Point Number 942, Northing, 762023.05, Easting,486223.38 C-Y\ ....._ 7/2020 0 5-1 63 6 7 6 Ver.011-T008ONNE 7 c-u 03312.304016.0 1 6 El 6 Wil$nMiller° OR: 4089 PG: 3737 New Directions In Planning,Design&Engineering Point Number 943, Northing, 762018.68, Easting,486209.68 Point Number 944, Northing,762000.62, Easting,486150.30 Point Number 945, Northing, 761995.61, Easting,486132.65 Point Number 946, Northing, 761988.29, Easting,486100.76 Point Number 947, Northing, 761983.07, Easting,486068.46 Point Number 948, Northing, 761979.97, Easting,486035.89 Point Number 949, Northing, 761979.01;Easting,486003.19 Point Number 950, Northing, 761980.20, Easting,485970.49 Point Number 951, Northing, 761983.51, Easting,485937.94 Point Number 952, Northing, 761988.96, Easting,485905.63 Point Number 953, Northing, 761991.98, Easting,485891.75 Point Number 954, Northing, 761996.96, Easting, 485870.32 Point Number 955, Northing, 761746.30, Easting,485863.97 Point Number 956, Northing, 761721.69, Easting,485759.35 Point Number 957, Northing, 761702.,- n•, :565,3.82 Point Number 958, Northing, 7617Q6 92,,'ist n• • . .c5 Point Number 959, Northing, 76 �1 8;Fasting,4853 Point Number 960, Northing, 7 1,-7 .02, Easting,485123.1 Point Number 961, Northing, 61 7:28;Easting,.4ft 66.9 Point Number 962, Northing/761/640. 6, asting,484 75.59 Point Number 963, Northin 76 61 tilt o� Point Number 964, Northin , 7 5:9. a ti , • .1`.:: Point Number 965, Northin ,, 1.�5 ' Ea t' , •,:•36 ,2 Point Number 966, Northing ?. 14 6.44, asting,484237. 6 Point Number 967, Northing,76'1 13.91, Easting,485. 1 Point Number 968, Northing, 6 3.60, Easting,484 Point Number 969, Northing, Easting,484004c 3.""' 7� � 0, Point Number 970, Northing, 760 LI, if61; stingy48-39'�e Point Number 971, Northing, 76070 .56 rc 440883-1.00 Point Number 972, Northing, 760599.26,,EEa-sting-,-48-3708.75 Point Number 973, Northing, 760435.98, Easting,483496.14 Point Number 974, Northing, 760344.09, Easting,483362.19 Point Number 975, Northing, 760363.78, Easting,483204.56 Point Number 976, Northing,760415.47, Easting,483110.20 Point Number 977, Northing, 760441.73, Easting,483006.41 Point Number 978, Northing, 760413.83, Easting,482901.39 Point Number 979, Northing, 760326.86, Easting,482858.62 Point Number 980, Northing,760215.27, Easting,482855.54 7/282006.163579 VM:Oil-TOSBORNE 8 037/2.50/4I0-0 0 1606 Wil nMiller' OR: 4089 PG: 3738 New Directions In Planning,Design&Engineering Thence South 54°23'47"West 56.65 feet to a point on the west line of said Section 33(Point Number 981, Northing, 760182.29, Easting,482809.4891); Thence along said west line North 00°28'34"West 3387.76 feet to the POINT OF BEGINNING (Point Number 639, Northing, 763569.93, Easting,482781.34) Containing 371.28 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45"East. COQ (-2 -111" 11( tiE GI l� 721112006.155819 Vol-011•TOSOORNE 9 033t2-SO4-040•0 . 1 6ti 6 WiIsQnMiller' OR: 4089 PG: 3739 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 5 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERP.,RET.TI�(NS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: " , �,1C 1-0(.1;':N 1. DATE OF PHOTOGRAPHY:4/23,10 2. NEGATIVE SCALE: 1:36000 ,/ 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED/V=5'00'. ~g ._...-f'\ _� 6. THIS IMAGERY HAS NOT BEN O CORRE43TE 'ERITO MEET MINIMUM TECHNICAL STANDARDS O NATI©NAL M?P G.CU ,C S AN'DARDS. 7. VERTICAL ELEVATION CMAItiQBS WILL\CAUSE ORIZ, N+ AL.(DISPLACEMENT. EVERY EFFORT HAS BEEN MARE 7tO MINIMIZETHIg-EP ECT R hsRIiTICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREESLEAN T OBSTRUCT FEATURES, EXPOSUR WERE MOSAIC ' D IN AN EFFORT Tt MINl ilEITHE EFFECT. 9. THI PP�•DU TIS SIMILAR,II t'A CURACY TO RECTIF ENLARGEMENTS, EXCEPT •VO is A DIGITAL FORS. ` t St I , .?. .` ' DATE 8-08-05 e 411 ,t} ,�..'M,1L'_"1 1- S.M. LS#5627 ., . . 1 ,f,Ep v, ",,,,%-^7^ {'i,�FGISTERED ENGINEERS AND LAND SURVEYORS. NQT A(:i 1,�, -;11,,,.HE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SU- ,.1 l ;i,,•i'a'�'s.i(,1,-,Wit: NO t?G,, �� T. t -VEY OF SUBJECT LANDS. CE l.;ri 4 �; :1! ORIZATION#LB-43 REF '','.•.,.",1''-9. 724,2005-155870 Vet- 1 O cwa 03312504-040-0 16C6 i W%lsonMillerw OR; 4089 PG: 3740 ., New Directions In Planning.Design&Engineering l DESCRIPTION OF PART OF 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7-PARCEL E) (EXHIBIT A) All that part of Section 33,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along said east line of said Section 33, South 00°27'07" East, 220.66 feet,to(Point Number 984, Northing, 765658.70, Ea n p � 7&)\POINT OF BEGINNING; Thence continue along said east Iine1of said S�i r },3,,,\ outh 00°27'07"East, 3573.53 feet to a point (Point Number 992, Northihg,(�7 j2�085.29, Eastin�;�4k44.97) Thence leaving said east line in striaigh e\segnm;s thro h t following vertices, (Points 993 through 1126&984 inclu�siv4) �_-- Point Number 993, Northini,, 7 �'0:2. •, a ti • . ;:o •.s Point Number 994, Northind,�7 0:1 ti • '1.:.80‘4.:;3' i~ Point Number 995, Northing 76 0: .76, asting, • :.6011:.• �.�' Point Number 996, Northing, \ 86.07, Easting,48 .78. 9 >� Point Number 997, Northing, 8.16, Easting,48 4 1 O Point Number 998, Northing, 7 6-7 2, Easting,487866: 2 '' Point Number 999, Northing,762 O;t8 `,Easting,487 ij Point Number 1000, Northing, 76206 71.1,1 4stiQ91148,6 9.74 Point Number 1001, Northing, 762066.81:-Easting,-487787.03 Point Number 1002, Northing, 762067.99, Easting, 487754.34 Point Number 1003, Northing, 762071.31, Easting,487721.79 Point Number 1004, Northing, 762076.75, Easting, 487689.52 Point Number 1005, Northing,762083.46, Easting,487660.74 Point Number 1006, Northing, 762114.64, Easting, 487543.00 Point Number 1007, Northing, 762125.06, Easting,487508.67 Point Number 1008, Northing,762136.69, Easting, 487478.09 Point Number 1009, Northing, 762150.30, Easting, 487448.33 Point Number 1010, Northing, 762165.82, Easting, 487419.53 Point Number 1011, Northing, 762170.43, Easting, 487411.76 Point Number 1012, Northing, 762199.97, Easting,487363.05 Point Number 1013, Northing,762212.73,Easting,487343.09 Point Number 1014, Northing, 762222.44, Easting,487329.17 Point Number 1015, Northing,762230.71, Easting,487311.72 Point Number 1016, Northing, 762246.23, Easting,487282.92 Point Number 1017, Northing, 762263.60, Easting,487255.19 Offices strategically located to serve our clients 800.649.4336 7) Naples/Corporate Office 32W Bailey Lang Suite 2W•Naples,Florida 34105.2396494040• Fax 239.643.5716 ` wllsonmliler.com 8rt3r2006-166!81 Ver.oil-TOS80RNE 1 yew 03312504-OW-0 WnsonMlll.,Inc.—FL L1c./LC-C000,70 .. 16"0 6 WilsonMiller' OR: 4089 PG: 3741 New Directions In Planning,Design&Engineering Point Number 1018, Northing, 762275.50, Easting, 487238.28 Point Number 1019, Northing, 762325.55, Easting, 487170.18 Point Number 1020, Northing, 762332.80, Easting,487160.56 Point Number 1021, Northing, 762353.64, Easting, 487135.34 Point Number 1022, Northing, 762376.08, Easting, 487111.54 Point Number 1023, Northing, 762377.68, Easting, 487109.96 Point Number 1024, Northing, 762456.44, Easting,487032.42 Point Number 1025, Northing, 762478.81, Easting, 487011.71 Point Number 1026, Northing, 762504.17, Easting,486991.04 Point Number 1027, Northing, 762530.83, Easting, 486972.08 Point Number 1028, Northing, 762539.14, Easting,486966.68 Point Number 1029, Northing, 762569.49, Easting, 486947.40 Point Number 1030, Northing, 762585.83, Easting, 486937.55 Point Number 1031, Northing, 762583.73, Easting, 486935.57 Point Number 1032, Northing, 76256145- ting4` 86911.61 Point Number 1033, Northing, 76254�.H,? dgtir g,466€x$9,17 Point Number 1034, Northing, 792. 04`.45, Easting,48683933 Point Number 1035, Northing, 76502.21, Easting,486836.41 Point Number 1036, Northing;762483:25;Easting,4t86809.'�5 Point Number 1037, Northing, 76247't4:5t;g9,sti9g, 48 791.33 Point Number 1038, Northing, 7624669;�E�stifig,i 8$T8q. , Point Number 1039, Northing 12169. 9, E sting ;, .8874 6!44 Point Number 1040, Northing; 2a)Y 5,ttirddg, 48672. 2 F-: Point Number 1041, Northing 7 250- .44,S6sting,4867$c.121 Point Number 1042, Northing'76 514.93, Easting, 48&78y.90, Point Number 1043, Northing`76'2 70.00, Easting, 48677.9.8 O Point Number 1044, Northing, 7626 0.12, Easting, 48676� Point Number 1045, Northing, 76�L437",5�,,-Easting,:48fi 6.3;57 Point Number 1046, Northing, 762699. 8,tstiogl'`¢067.h1$93 Point Number 1047, Northing, 762702.88, sting;486758.19 Point Number 1048, Northing, 762705.63, Easting, 486757.59 Point Number 1049, Northing, 762717.38, Easting, 486755.10 Point Number 1050, Northing, 762744.32, Easting, 486753.06 Point Number 1051, Northing, 762773.32, Easting, 486750.87 Point Number 1052, Northing, 762797.00, Easting, 486748.03 Point Number 1053, Northing, 762815.62, Easting, 486745.78 Point Number 1054, Northing, 762863.07, Easting, 486745.78 Point Number 1055, Northing, 762902.07, Easting, 486750.03 Point Number 1056, Northing, 762952.07, Easting, 486750.03 Point Number 1057, Northing, 762988.44, Easting, 486748.32 Point Number 1058, Northing, 763024.87, Easting, 486746.63 Point Number 1059, Northing, 763058.88, Easting, 486740.31 Point Number 1060, Northing, 763107.06, Easting, 486730.54 Point Number 1061, Northing, 763185.88, Easting, 486698.34 Point Number 1062, Northing, 763258.68, Easting, 486685.90 Point Number 1063, Northing, 763291.49, Easting,486685.37 62110(6-166881 Ver.811-TOSBORNE 2 r..,, ovlx-sw-aa.0 16D6 .1 1 WilsOnMiller OR: 4089 PG: 3742 New Directions In Planning,Design&Engineering , Point Number 1064, Northing,763320.69, Easting,486690.91 Point Number 1065, Northing, 763346.68, Easting,486700.62 Point Number 1066, Northing,763355.81, Easting,486705.50 { Point Number 1067, Northing, 763384.56, Easting, 486720.87 f Point Number 1068, Northing, 763429.81, Easting,486744.94 Point Number 1069, Northing, 763464.56, Easting,486767.81 Point Number 1070, Northing, 763524.69,Easting,486816.09 Point Number 1071, Northing, 763594.19, Easting,486871.16 Point Number 1072, Northing, 763646.68, Easting,486916.06 Point Number 1073, Northing, 763706.00, Easting,486955.03 Point Number 1074, Northing, 763779.68, Easting,487013.47 Point Number 1075, Northing, 763824.53, Easting,487048.88 Point Number 1076, Northing, 763876.25, Easting,487089.72 Point Number 1077, Northing, 763975.37, Easting,487158.35 Point Number 1078, Northing, 76407:2; tm-1,,-487Z34.60 Point Number 1079, Northing, 76413 . 7 �irNgt7 9 46 „tilt\ Point Number 1080, Northing, 784177,-00-,fasting, 487 Point Number 1081, Northing,76 -1� .59, Easting, 48732 36 Point Number 1082, Northing/7 7 22:75;Easting, 48. 347. Point Number 1083, Northin, 7 275;€a ti g, 8 381.1 Point Number 1084, Northi ' 7 4' s i : Point Number 1085, Northi g 7' 4 00, :,,) E st •,� :7, .3. Point Number 1086, North' ;7i • : s 874: . H Point Number 1087, Northin 8.75, asting, 8751'.•1 Point Number 1088, Northing 512.50, Easting, 4 751,.1 Point Number 1089, Northing\76' 83.63, Easting,48T3•.78O Point Number 1090, Northing, 4 3`1, Easting, 48754 i Point Number 1091, Northing, 76 t :t Ea_stinq,4&7, �h�� 5 Point Number 1092, Northing, 7647 ,tsti�rg 75&4.12 Point Number 1093, Northing, 764772.56, ing;487559.03 Point Number 1094, Northing, 764831.88, Easting,487543.78 Point Number 1095, Northing, 764852.88, Easting,487533.76 Point Number 1096, Northing, 764869.13, Easting, 487526.00 Point Number 1097, Northing, 764880.45,Easting, 487520.22 Point Number 1098, Northing, 764908.94, Easting, 487505.66 Point Number 1099, Northing, 764947.94, Easting, 487492.13 Point Number 1100, Northing, 764987.76, Easting,487468.41 Point Number 1101, Northing, 765036.88, Easting, 487444.68 Point Number 1102, Northing, 765091.94, Easting,487420.97 Point Number 1103, Northing, 765135.12, Easting,487399.78 Point Number 1104, Northing, 765169.00, Easting, 487379.43 Point Number 1105, Northing, 765207.13, Easting,487362.51 Point Number 1106, Northing, 765246.94, Easting, 487341.31 Point Number 1107, Northing, 765269.86, Easting,487332.61 Point Number 1108, Northing, 765452.42, Easting, 487465.12 Point Number 1109, Northing, 765464.43, Easting,487474.12 i enareo.teaeel Vu:ell-TOSBORNE 3 00312-S0404 O.•0 16136 6 Wils nMiller� OR: 4089 PG: 3743 New Directions In Planning,Design&Engineering Point Number 1110, Northing,765489.65, Easting, 487494.96 Point Number 1111, Northing,765513.46, Easting, 487517.41 Point Number 1112, Northing,765535.74, Easting, 487541.36 Point Number 1113, Northing,765536.57, Easting,487542.38 Point Number 1114, Northing, 765565.92, Easting,487545.05 Point Number 1115, Northing,765583.04, Easting,487557.89 Point Number 1116, Northing,765583.04, Easting, 487598.55 Point Number 1117, Northing, 765583.08, Easting,487605.86 Point Number 1118, Northing, 765592.56, Easting,487621.23 Point Number 1119, Northing, 765607.89, Easting,487650.14 Point Number 1120, Northing,765621.29, Easting,487679.98 Point Number 1121, Northing, 765632.71, Easting,487710.64 Point Number 1122, Northing, 765642.10, Easting,487741.98 Point Number 1123, Northing, 765649.42, Easting,487773.87 Point Number 1124, Northing, 765654. 4T1-9-;487806.17 Point Number 1125, Northing, 765 gkA it 8.74 Point Number 1126, Northing, 7M,, •0; Easting,481; Point Number 984, Northing,7658/5870, Easting,48807 . 8"P*INT OF BEGINNING Containing 76.08 acres mor or ess. Subject to easements of re rd Bearings are based on the ort Ii e o S ct n -8 -. t h • • • South, Range 28 East, Collier County, Florida being North IIII c.' 5" !, 1F-, TITE C I -` &'232005-1556!1 Ver.1W.TOSBONNE 4 cwa 03312 504440--0 e) 16 i 36 „. WilsQnMiller' OR: 4089 PG: 3744 New Directions In Planning,Design&Engineering 1 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 6 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: 1 A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99), 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: �c 4/23/03,-, R Co '� 2. NEGATIVE SCALE: 1:36000 /".\.„1,-)." COC"--,‘ 3. PIXEL DIAMETER:2.5' cJp . 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1"=500'.�,L 6. THIS IMAGERY HAS NOT,BEEN ORTHQOCO D IN O E TO MEET MINIMUM TECHNICAL STANDARDS O .NATIOpL,Mk1 Ci,1kzAcyATANDARDS. 7. VERTICAL ELEVATION�jHANGES 1)V1ILL(CAUSI IZr N'AL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE.1j MIN IZE HISjEIIFECT FOR Rl ICAL FEATURES. 8. IN AREAS WHERE TALLp'RUCTURESORTREE,S LEA TO'd. $TRUCT FEATURES, EXPOSURES , ERE MOI,GED IN AN EFFORT TQ MI IMIZEYHE EFFECT. 9. THI "RO"'a CT IS SIMILAR,INACCURACY TO REQ, IF!ED'ENLARGEMENTS, EXCEPT -•V • DIGITAL F �MC { Pir it DNff / .4� 't—t� 1 :f BY •� .. �i ,I°.:11'-'... [Ti Cl'0'.1-6-o8-05 L :/'7,' l;re-„,.;.;41. "Ls#5627 • WIL f'I Jest. I Nit, IyS ,EKED ENGINEERS AND LAND SURVEYORS. NOT.\i‘ A '► j,' ON(ATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVE�y �'I sr t; Ir}�t,sy, 1Yr,'zy :.j:. NOT BASE1:�x9• • :0.r "Q,EY OF SUBJECT LANDS. 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LAKE TRAF e'9 RD 111L4" Steward5111p Area 1 Bp, 1 airr. tHSA) ril Tr.ilturrl i I Ie i I. .." ii „,,„k„ .• r . Stroud ' 41161" 1 IF Itmsva y 1 Ofraltratouchue Slough W FSAI tut...J..1,1p Area FlowwaY r Stewardship Ar iea hi. V.43 A. 1 ,, ..." ltilli 4 111:01C 2 • R CO1,N7 1\ • . \Ir 4 , , I F GA I ' I ............ ill. ilir 1. 1 ELL RD'al rj INFI41 It- '\ItkiLHIN8 ... , .,. ... mi 1 > -1 •• 1 CO VANDAL BLVD 41 fr .'. tiaA 6421. CC, , 0 CC %JD Lu i Vat A VIN CI •• I I C..> GOLL EN GATE BLV• •••-•-.1 VI SA AIN Cal .....a. 1 allibli i I IIII b.; _.. ._ . 1 ,..... SSA 7 .11„......7...=1.r.d.,:.. if Sn l ler i. EASEMENT AGREEMENT 0 Legend M 0,... NB—44•Ion...WM) :::=2:•=t:—...ii:t..::::,.--V. Exhibit B 0 1.5 3 is,......,.....,...i.m En,...Tonav...do Skura, II•••••C st•ro• I Location Mag M 11.1 al 0...•t• r•••••10.1A) SW,earnals, L.....7===-41407/=.1=4.... k (--, ci, 16136 _ ____ ._ ...._.. __ ___ . ..__ ___. • "T_ • . • , ,/ , / , . :., ..._ 0 , . / • . X /,:c `fir j / o MO 0 00 w N O O A 0-3 0CC O SSA 7 0 EASEMENT AGREEMENT 0 Legend mWILsMMlllef r' SSA,Bau . A.k.A .d...V Exhibit C 0 0.25 os Om wn.two �anSSA Ac.: ....21.16§23...45.7.13...Z.-7.% _ R II etained Land Uses Ma.. p laRt,,,ltr,,Ran. 1606 _. i i 1 1 , / .../ , 7.. 40 / A '',/ri://". s .,' pzi ro 0 0 spend SS T Bomar, F.musm+.waeae 95A CM - CM lake Tmllma/tato Boum /twenties Type awt.mamma conga 0 - $Mrux.a.y.c.e r .,ayu,a 1SSA 7 'EASEMENT AGREEMENT xhibit D A.-.7.0 r R6stD - .,..w...............- ration Areas WWI ._...... _Y. ,... 16136 ; , OR: 4089 PG: 3754 rl s - nMiller -i New Directions In Planning,Design&Engineering i DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A-1 —LARGE MAMMAL CORRIDOR) (EXHIBIT E) All that part of Section 28,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 28,Township 46 South, Range 28 East, Collier County, Florida. (Point Number 1, Northing 771069.3669, Easting,482644.9265); Thence along said north line of said Section 28 North 89°00'45" East 1599.45 feet.To the POINT OF BEGINNING (Point Number.11,,Z7or,,tbing771096.92, Easting 484244.14); Thence continue along said North linef cS i i Q9 90.4 " s 1816.50 feet to (Point Number 1130, Northing 771128.23, Easti g 4;$6 6 7); .CV �`� Thence leaving said north lin in straight-iine_segments thro h e following vertices, (Points 1131 through 1470& 1818 throuf h 12092. inciu ive). Point Number 1131, Northin 711 9. 4 E st rPoint Number 1132, Northi 9-7 1�Ow7,r , sting' 604 .5t•- Point Number 1133, Northing..7 1 8 .12sting 48,6041 ' Point Number 1134, Northing,77.. 072.31, Easting 466041.84 .)I Point Number 1135, Northings '1062.00, Easting 48b' 0 3 .20 Point Number 1136, Northing 7` T048.75, Easting 48604 .,'2l''� Point Number 1137, Northing 77103:9��Easting�86039 6• Point Number 1138, Northing 771028.-69%, 9,9;4 0033:75 Point Number 1139, Northing 771025.19;-Eastig-486016.81 Point Number 1140, Northing 771025.19, Easting 485999.88 Point Number 1141, Northing 771023,68, Easting 485983.65 Point Number 1142, Northing 771022.25, Easting 485977.75 Point Number 1143, Northing 771020.75, Easting 485965.97 Point Number 1144, Northing 771015.62, Easting 485927.65 Point Number 1145, Northing 771012.68, Easting 485891.56 Point Number 1146, Northing 771006.00, Easting 485850.28 Point Number 1147, Northing 771003.07, Easting 485822.28 Point Number 1148, Northing 770996.43, Easting 485798.72 Point Number 1149, Northing 770992.75, Easting 485773.65 Point Number 1150, Northing 770991.32, Easting 485746.40 Point Number 1151, Northing 770987.63, Easting 485722.84 Point Number 1152, Northing 770983.94, Easting 485704.41 Point Number 1153, Northing 770983.94, Easting 485689.68 Point Number 1154, Northing 770981.69, Easting 485669.03 Point Number 1155, Northing 770976.56, Easting 485651.38 Dittoes strategically located to servo our clients 609.649.4336 Naples/Corporate Office 320.9 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 wllsonmiller.corn &182°[6.155881 Va,O1I-TO69OfNE 1 , 7312-$04-040-.o Jj WilsonMnlar,lnc.—FL Llc./LC-C000170 1606 wilsOnMillera OR: 4089 PG: 3755 New Directions In Planning,Design&Engineering Point Number 1156, Northing 770974.38, Easting 485636.63 Point Number 1157, Northing 770972.87, Easting 485621.15 Point Number 1158, Northing 770972.12, Easting 485607.16 Point Number 1159, Northing 770966.25, Easting 485563.68 Point Number 1160, Northing 770956.68, Easting 485524.62 Point Number 1161, Northing 770949.31, Easting 485486.31 Point Number 1162, Northing 770942.69, Easting 485453.91 Point Number 1163, Northing 770941.18, Easting 485424.44 Point Number 1164, Northing 770937.50, Easting 485399.38 Point Number 1165, Northing 770933.06, Easting 485368.44 Point Number 1166, Northing 770930.12, Easting 485346.31 Point Number 1167, Northing 770927.94, Easting 485322.75 Point Number 1168, Northing 770925.75, Easting 485302.85 Point Number 1169, Northing 770922.06, Easting 485274.84 Point Number 1170, Northing 770917.621-E tirp-45254.97 Point Number 1171, Northing 77091 : 3, isting(48 4 Point Number 1172, Northing 77001` ;$1;Easting 48571,.\ Point Number 1173, Northing 7'769;15..87, Fasting 48520 ` Point Number 1174, Northing77491.1:60-.00; Point Number 1175, Northing 77090`5:06; asting 485140.74\ Point Number 1176, Northiriig 777090 (i5; astinigl48 1&657 Point Number 1177, North/pg 7� 0 01. 3,(Easting 4�5bk 7'8 Point Number 1178, Northi g-77,0 9t1,tEasting��}8508 .41 , E..., Point Number 1179, Northi 0888.13;Eastrn 48506 Point Number 1180, Northin (?. 877.81, Easting 485660/44 Point Number 1181, Northing 7,79.66.75, Easting 48566. 0 Point Number 1182, Northing 776849.81, Easting 48505 77 Point Number 1183, Northing 7708205-,:-Easting 485 4$i�;5 Point Number 1184, Northing 77084442,Erastim485048.65 Point Number 1185, Northing 770783.37;Easting'485049.32 Point Number 1186, Northing 770780.56, Easting 485049.40 Point Number 1187, Northing 770760.69, Easting 485050.12 Point Number 1188, Northing 770738.57, Easting 485049.40 Point Number 1189, Northing 770721.63, Easting 485048.65 Point Number 1190, Northing 770692.19, Easting 485048.65 Point Number 1191, Northing 770675.94, Easting 485049.40 Point Number 1192, Northing 770612.57, Easting 485040.56 Point Number 1193, Northing 770561.00, Easting 485037.63 Point Number 1194, Northing 770516.81, Easting 485036.13 Point Number 1195, Northing 770464.50, Easting 485033.94 Point Number 1196, Northing 770419.57, Easting 485030.97 Point Number 1197, Northing 770376.81, Easting 485030.97 Point Number 1198, Northing 770328.38, Easting 485028.65 Point Number 1199, Northing 770284.69, Easting 485029.50 Point Number 1200, Northing 770261.18, Easting 485030.18 Point Number 1201, Northing 770258.93, Easting 485030.24 8/1e4005-155881 Ver.011-105801555 2 03312504.010.•0 €4-, . . 1 { 6 OR: 4089 PG: 3756 WilsanMiller• - r New Directions In Planning,Design&Engineering 1 I Point Number 1202, Northing 770239.06, Easting 485030.24 Point Number 1203, Northing 770223.56, Easting 485033.94 Point Number 1204, Northing 770212.50, Easting 485045.72 Point Number 1205, Northing 770205.88, Easting 485063.41 Point Number 1206, Northing 770202.19, Easting 485086.97 Point Number 1207, Northing 770202.94, Easting 485101.72 Point Number 1208, Northing 770199.24, Easting 485124.57 Point Number 1209, Northing 770194.07, Easting 485140.74 Point Number 1210, Northing 770191.87, Easting 485150.35 Point Number 1211, Northing 770180.81, Easting 485170.97 Point Number 1212, Northing 770173.44, Easting 485182.03 Point Number 1213, Northing 770156.50, Easting 485195.28 Point Number 1214, Northing 770136.62, Easting 485204.12 Point Number 1215, Northing 770115.25, Easting 485210.03 Point Number 1216, Northing 770101.25;Easti g,485212.97 Point Number 1217, Northing 7700@M, a ting 46$21i5:91 Point Number 1218, Northing 77,0,0W25-,'Easting 48 212?9 Point Number 1219, Northing 7 6035.69, Easting 48521 :Z2- Point 8521 :22Point Number 1220, Northing/770015:06,tasting 465210.7 Point Number 1221, Northing 76399 '.94 'EastiRg 465 09.29 Point Number 1222, Northing 769980,44;Fastin 5 9740 1 Point Number 1223, Northing 709'7328 E stmt 148520 Point Number 1224, Northing-7,09966,0,!E jsSin `,85191.5 F-, Point Number 1225, Northing 69967` .12,Easting 48,5172 a: 160 6 . . Wi/sonMiller. OR: 4089 PG: 3757 New Directions In Planning,Design&Engineering Point Number 1248, Northing 769684.94, Easting 484944.03 Point Number 1249, Northing 769665.06, Fasting 484944.79 Point Number 1250, Northing 769654.00, Easting 484947.01 Point Number 1251, Northing 769642.93, Easting 484949.19 Point Number 1252, Northing 769631.18, Easting 484952.87 Point Number 1253, Northing 769622.32, Easting 484952.87 Point Number 1254, Northing 769609.81, Fasting 484958.78 Point Number 1255, Northing 769582.56, Fasting 484961.00 Point Number 1256, Northing 769545.69, Fasting 484965.40 Point Number 1257, Northing 769520.69, Fasting 484972.79 Point Number 1258, Northing 769491.94, Easting 484980.88 Point Number 1259, Northing 769466.12, Easting 484992.65 Point Number 1260, Northing 769440.38, Easting 485006.66 Point Number 1261, Northing 769412.38, Easting 485028.04 Point Number 1262, Northing 769391.00-Fa04085044.25 Point Number 1263, Northing 76937" 8�'t; Ea'Stira4 8(l o. 3 , Point Number 1264, Northing 7693406, Easting 485071 Point Number 1265, Northing 7683266.44, Easting 485081. 9 Point Number 1266, Northing'769*75;Fasting 4$5,093.6 Point Number 1267, Northing 769286.387-Easting 485103.19 Point Number 1268, Northing 769 67 19; a-sting 8"511 t Point Number 1269, Northing 79246.5 6,1East nPoint Number 1270, Northir7 92213 as p.th51 85144.4,8 F�; 9 2 , l=asting 485154`04 ,` Point Number 1271, Northi 769214.12, Point Number 1272, Northin 1164200.13, Easting 48`5 tt6,5 '7l Point Number 1273, Northing' 01,79.50, Easting 4866'x$ . L Point Number 1274, Northing 76$1,52, Easting 485196 ' Point Number 1275, Northing 769136.8 h 9 Easting_48 2Q Point Number 1276, Northing 76911$:3 [4 stirygt4$5207.81 Point Number 1277, Northing 769097.00, Fasting 485210.75 Point Number 1278, Northing 769088.88, Easting 485212.97 Point Number 1279, Northing 769082.25, Easting 485212.97 Point Number 1280, Northing 769077.13, Easting 485215.19 Point Number 1281, Northing 769073.44, Easting 485223.28 Point Number 1282, Northing 769071.18, Fasting 485240.22 Point Number 1283, Northing 769068.25, Easting 485261.59 Point Number 1284, Northing 769066.82, Easting 485274.84 Point Number 1285, Northing 769064.56, Easting 485282.22 Point Number 1286, Northing 769057.19, Easting 485296.22 Point Number 1287, Northing 769041.75, Easting 485305.07 Point Number 1288, Northing 769018.19, Easting 485309.50 Point Number 1289, Northing 768996.07, Easting 485312.44 Point Number 1290, Northing 768965.87, Easting 485316.13 Point Number 1291, Northing 768948.19, Fasting 485317.59 Point Number 1292, Northing 768933.43, Easting 485318.34 Point Number 1293, Northing 768911.31, Easting 485322.75 wiwsnOe.155881 Vhf OWTOS$ORNE 4 c..... 0 01312.501010'-0 . . 1613 6 OR: 4089 PG: 3758 WilspnMiller' -_..., New Directions In Planning,Design&Engineering t Point Number 1294, Northing 768896.63, Easting 485324.21 Point Number 1295, Northing 768881.13, Easting 485324.21 Point Number 1296, Northing 768864.94, Easting 485324.21 Point Number 1297, Northing 768857.00, Easting 485324.64 Point Number 1298, Northing 768854.41, Easting 485340.01 Point Number 1299, Northing 768846.87, Easting 485371.85 Point Number 1300, Northing 768837.27, Easting 485403.13 Point Number 1301, Northing 768825.64, Easting 485433.71 Point Number 1302, Northing 768812.03, Easting 485463.46 Point Number 1303, Northing 768796.51, Easting 485492.27 Point Number 1304, Northing 768779.14, Easting 485519.99 Point Number 1305, Northing 768759.99, Easting 485546.52 Point Number 1306, Northing 768728.06, Easting 485587.42 Point Number 1307, Northing 768708.79, Easting 485610.61 Point Number 1308, Northing 768686.35 7 tirtgA563\42 Point Number 1309, Northing 768662 9; Eas ing _0i 7 Point Number 1310, Northing 76 637 ,03, Easting 4856777, Point Number 1311, Northing,76a62(9.95, Easting 48568217 Point Number 1312, Northing"7685 7,Easting-485719.1 Point Number 1313, Northing 768566.60';Eastirtg485732.61 Point Number 1314, Northing 7f8544 stin`0-}1 3 i7 Point Number 1315, Northing 113394:27,(Easting 575 . 1 Point Number 1316, Northing" '67,Easti0b:3576,1.1136 ;—, / Point Number 1317, Northing-768536.16, Easting 485764 79 Point Number 1318, Northing`78526.67, Easting 48 ,6746 Point Number 1319, Northing 7 8626.67, Easting 48 780 Point Number 1320, Northing 705,200, Easting 48580 .k2/ Point Number 1321, Northing 768525:2 ;iEasting48 8222;28 5 2 &4 Point Number 1322, Northing 768524sti 4$842.93 Point Number 1323, Northing 768524.50, Easting 485858.41 Point Number 1324, Northing 768516.44, Easting 485857.65 Point Number 1325, Northing 768507.56, Easting 485856.94 Point Number 1326, Northing 768492.81, Easting 485857.65 Point Number 1327, Northing 768479.56, Easting 485863.56 Point Number 1328, Northing 768468.50, Easting 485876.81 Point Number 1329, Northing 768463.38, Easting 485891.56 Point Number 1330, Northing 768458.94, Easting 485912.19 Point Number 1331, Northing 768457.50, Easting 485930.60 Point Number 1332, Northing 768458.19, Easting 485949.75 Point Number 1333, Northing 768462.63, Easting 485960.07 Point Number 1334, Northing 768466.31, Easting 485970.37 Point Number 1335, Northing 768468.50, Easting 485982.90 Point Number 1336, Northing 768466.31, Easting 486001.35 Point Number 1337, Northing 768458.94, Easting 486027.13 Point Number 1338, Northing 768449.37, Easting 486057.35 Point Number 1339, Northing 768437.56, Easting 486091.97 r` `V6/1B200S 155601 Ver.014 TO58000E 00043 5 033,1-504016.0 16136 -- IsOnMiller° OR: 4089 PG: 3759 New Directions In Planning,Design&Engineering Point Number 1340, Northing 768424,31, Easting 486121.44 Point Number 1341, Northing 768412.49, Easting 486154.60 Point Number 1342, Northing 768399.25,Easting 486183.31 Point Number 1343, Northing 768389.68,Easting 486207.63 Point Number 1344, Northing 768386.00, Easting 486233.43 Point Number 1345, Northing 768375.69, Easting 486264.38 Point Number 1346, Northing 768369.81, Easting 486291.63 Point Number 1347, Northing 768361.68, Easting 486323.32 Point Number 1348, Northing 768356.50, Easting 486340.25 Point Number 1349, Northing 768350.62, Easting 486357.22 Point Number 1350, Northing 768345.49, Easting 486375.62 Point Number 1351, Northing 768341.08, Easting 486390.85 Point Number 1352, Northing 768334.42, Easting 486384.51 Point Number 1353, Northing 768326.78, Easting 486379.92 Point Number 1354, Northing 768319.90 § g 486376.87 Point Number 1355, Northing 768306.3; a ti 4663. 7 Point Number 1356, Northing 76830592", Fasting 4863 7(4 Point Number 1357, Northing 766305.69, Easting 48636 . 7 Point Number 1358, Northing'768304.95 Easting_486346.8 Point Number 1359, Northing 768304:29;EastiRg 4861.91 Point Number 1360, Northirttg 7683034 ;`E-s ng;4861 Point Number 1361, Northing 7 18300.,4,(Eastr 4s6.3 9 1 Point Number 1362, Northi g-08296 61 E_Asting 486315. Point Number 1363, Northir788294.65, Easting 446306 Point Number 1364, Northin0'6290.96, Easting 4$@295 3 Point Number 1365, Northing\768290.96, Easting 4882731 Point Number 1366, Northing 768 93,91, Easting 486249, 3') Point Number 1367, Northing 76e- 9 551 Easting148624258 Point Number 1368, Northing 768297: ti,44stiqgt4$6235.89 Point Number 1369, Northing 768295.41, ting486227.99 Point Number 1370, Northing 768294.15, Easting 486222.13 Point Number 1371, Northing 768286.10, Easting 486216.60 Point Number 1372, Northing 768278.43, Easting 486211.32 Point Number 1373, Northing 768267.10, Easting 486204.17 Point Number 1374, Northing 768259.76, Easting 486199.54 Point Number 1375, Northing 768251.91, Easting 486192.66 Point Number 1376, Northing 768251.62, Easting 486192.00 Point Number 1377, Northing 768237.05, Easting 486202.38 Point Number 1378, Northing 768209.20, Easting 486219.56 Point Number 1379, Northing 768180.30, Easting 486234.88 Point Number 1380, Northing 768150.45, Easting 486248.29 Point Number 1381, Northing 768119.79, Easting 486259.71 Point Number 1382, Northing 768075.55, Easting 486272.32 Point Number 1383, Northing 768042.39, Easting 486438.45 Point Number 1384, Northing 768034.59, Easting 486471.61 Point Number 1385, Northing 768024.98, Easting 486502.89 8118/2635-155881 Vex-011-TOSBORNE 6 07712-504-040--0 0 16136 OR: 4089 PG: 3760 Wilson Millers New Directions In Planning,Design&Engineering i Point Number 1386, Northing 768013.35, Easting 486533.47 Point Number 1387, Northing 767999.75, Easting 486563.23 Point Number 1388, Northing 767984.23, Easting 486592.03 Point Number 1389, Northing 767966.86, Easting 486619.75 Point Number 1390, Northing 767947.71, Easting 486646.28 Point Number 1391, Northing 767904.42, Easting 486695.31 Point Number 1392, Northing 767880.47, Easting 486717.59 Point Number 1393, Northing 767855.10, Easting 486738.26 Point Number 1394, Northing 767828.44, Easting 486757.23 Point Number 1395, Northing 767800.60, Easting 486774.41 Point Number 1396, Northing 767771.69, Easting 486789.74 Point Number 1397, Northing 767741.85, Easting 486803.14 Point Number 1398, Northing 767711.19, Easting 486814.56 Point Number 1399, Northing 767679.84, Easting 486823.95 Point Number 1400, Northing 767647:96' 9ti n086831.27 Point Number 1401, Northing 7676166 Easting 4868$�i`50 Point Number 1402, Northing 716'4)9;Easting 486839. Point Number 1403, Northing,758.39, Easting 486840` 1 Point Number 1404, Northing 7675487,Easting-.486840.6 Point Number 1405, Northing 767469.70;AEasting 486840.94 Point Number 1406, Northing 148.-rtp4-,TE*tii--0-40-685nfl, Point Number 1407, Northing 7354.�I4,IEast1ng 48686 .68 i �`ifi 7824382*E ti ' 14868 •.9. r' Point Number 1408, North ,g . � (fig_., 8 3 Point Number 1409, Northirtg-767267.32, Easting 4086 45/.a."- Point 5 ' Point Number 1410, Northing"767219.86, Easting 4$6872 6 Point Number 1411, Northing`7671~28.72, Easting 48667 .8i) Point Number 1412, Northing 767090.75, Easting 4868& .� Point Number 1413, Northing 767634.4,-Easting-4868 9 Point Number 1414, Northing 766998.081Eistitg14$ 8&7.59 Point Number 1415, Northing 766965.37, Eastirig'486888.55 Point Number 1416, Northing 766932.68, Easting 486887.37 Point Number 1417, Northing 766900.13, Easting 486884.05 Point Number 1418, Northing 766867.86, Easting 486878.61 Point Number 1419, Northing 766836.03, Easting 486871.07 Point Number 1420, Northing 766827.44, Easting 486868.44 Point Number 1421, Northing 766804.75, Easting 486861.47 Point Number 1422, Northing 766774.17, Easting 486849.84 Point Number 1423, Northing 766744.41, Easting 486836.24 Point Number 1424, Northing 766731.54, Easting 486829.60 Point Number 1425, Northing 766520.67, Easting 486716.99 Point Number 1426, Northing 766504.74, Easting 486708.10 Point Number 1427, Northing 766477.02, Easting 486690.73 Point Number 1428, Northing 766450.49, Easting 486671.59 Point Number 1429, Northing 766425.27, Easting 486650.74 Point Number 1430, Northing 766401.46, Easting 486628.30 Point Number 1431, Northing 766399.51, Easting 486626.20 d�182b05.'r155561 Ver O11•TOSBORNE '7 rAfr,0{-014-0 1 16o6 l Miller, , OR: 4089 PG: 3761 New Directions In Planning,Design&Engineering Point Number 1432, Northing 766398.85, Easting 486606.98 Point Number 1433, Northing 766398.63, Easting 486600.60 Point Number 1434, Northing 766397.94, Easting 486580.72 Point Number 1435, Northing 766397.49, Easting 486569.44 Point Number 1436, Northing 766393.44, Easting 486467.59 Point Number 1438, Northing 766388.19, Easting 486339.38 Point Number 1439, Northing 766384.37, Easting 486205.91 Point Number 1440, Northing 766383.70, Easting 486188.37 Point Number 1441, Northing 766380.63, Easting 486108.63 Point Number 1442, Northing 766373.07, Easting 485985.69 Point Number 1443, Northing 766373.07, Easting 485924.59 Point Number 1444, Northing 766372.32, Easting 485897.85 Point Number 1445, Northing 766371.56, Easting 485871.06 Point Number 1446, Northing 766367.06, Easting 485821.28 Point Number 1447, Northing 766367.06;Easti g -857�84.34 Point Number 1448, Northing 76636 .25 Eastirtg.357,`9 622 Point Number 1449, Northing 766:35-3,00;Easting 4857,`?6 Point Number 1450, Northing 766357.56, Easting 48569 . Point Number 1451, Northing1766357 25,Easting_485678.7 \ Point Number 1452, Northing 766356:76;Easting 485 73.77 Point Number 1453, Northing 76635425jlEisi;iri_, 5 85 Point Number 1454, Northing 7r 6 48. 4,iE sten 485 i.38 Point Number 1455, Northing 76534$; ,!E4ting 055724.68 €-4 Point Number 1456, Northir c 766346.44,Easting 48,555 1755 , Point Number 1457, Northink7 8�348.19, Easting 485. 44150 ',.- Point Point Number 1458, Northing\766548.19, Easting 48851,1.9/.6 0 Point Number 1459, Northing X663 8.,19, Easting48549'. , y Point Number 1460, Northing 766348'.5k-Easting_485494a . . Point Number 1461, Northing 766350:44,.1 stirngec$.647.2 88 Point Number 1462, Northing 766351.43,Easting 48451.01 Point Number 1463, Northing 766351.94, Easting 485439.69 Point Number 1464, Northing 766355.75, Easting 485407.25 Point Number 1465, Northing 766357.25, Easting 485392.94 Point Number 1466, Northing 766357.31, Easting 485392.33 Point Number 1467, Northing 766357.69, Easting 485388.74 Point Number 1468, Northing 766357.83, Easting 485387.41 Point Number 1469, Northing 766357.83, Easting 485387.40 Point Number 1470, Northing 766358.43, Easting 485381.65 Point Number 1818, Northing 766534.67, Easting 485401.42 Point Number 1819, Northing 766533.15, Easting 485431.79 Point Number 1820, Northing 766531.94, Easting 485433.41 Point Number 1821, Northing 766513.69, Easting 485459.75 Point Number 1822, Northing 766513.33, Easting 485460.46 Point Number 1823, Northing 766509.63, Easting 485467.88 Point Number 1824, Northing 766510.54, Easting 485495.83 Point Number 1825, Northing 766510.71, Easting 485500.87 8,18f2005-/55881 Ver 011- p uMJ V 00712404-040--0 tt V� 1 6D 6 • , • WilsOnMiller. OR: 4089 PG: 3762 New Directions In Planning,Design&Engineering I 1 Point Number 1826, Northing 766511.69,Easting 485530.72 Point Number 1827, Northing 766521.81, Easting 485551.00 Point Number 1828, Northing 766526.55, Easting 485563.62 Point Number 1829, Northing 766534.00, Easting 485583.47 Point Number 1830, Northing 766534.00, Easting 485628.06 Point Number 1831, Northing 766536.00, Easting 485703.09 Point Number 1832, Northing 766550.19, Easting 485745.69 Point Number 1833, Northing 766560.38, Easting 485755.81 Point Number 1834, Northing 766564.38, Easting 485796.38 Point Number 1835, Northing 766560.38, Easting 485845.06 Point Number 1836, Northing 766548.19, Easting 485899.81 Point Number 1837, Northing 766554.25, Easting 485936.31 Point Number 1838, Northing 766576.56, Easting 485962.69 Point Number 1839, Northing 766598.88, Easting 485972.81 Point Number 1840, Northing 766633.38--Easkti g,-4 013.38 46 , Point Number 1841, Northing 76665Eating 48600',.6 Point Number 1842, Northing 766675.94', Easting 4860474`84, Point Number 1843, Northing 766686.06, Easting 486051' 1 Point Number 1844, Northing'76671 44,Easting 4$,6p62.0 Point Number 1845, Northing 766740:81;70sting 486084.34 Point Number 1846, Northing 7667,653" �"st'r5 6�' s Point Number 1847, Northing 766753.00,!East 4614 . 9 Point Number 1848, Northing-766740:61,_Easting,46617,.5:( E� Point Number 1849, Northig 766726.56, Easting 40189.78 F, ' Point Number 1850, Northing766723.06, Easting 486`?20;94/_-�� Point Number 1851, Northing 766719.66, Easting 486234.9 L Point Number 1852, Northing 7667i 75, Easting 48626800 %'' Point Number 1853, Northing 766697'13 Easting 48629 Point Number 1854, Northing 766684i4„t6bting I86i331:41038 Point Number 1855, Northing 766684.19, tasting 466351.88 Point Number 1856, Northing 766686.88, Easting 486360.06 Point Number 1857, Northing 766692.38, Easting 486367.56 Point Number 1858, Northing 766702.56, Easting 486387.34 Point Number 1859, Northing 766702.56, Easting 486416.69 Point Number 1860, Northing 766693.00, Easting 486428.94 Point Number 1861, Northing 766678.69, Easting 486433.03 Point Number 1862, Northing 766650.06, Easting 486433.72 Point Number 1863, Northing 766637.13, Easting 486439.88 Point Number 1864, Northing 766633.00, Easting 486458.28 Point Number 1865, Northing 766634.38, Easting 486472.59 Point Number 1866, Northing 766633.69, Easting 486506.03 Point Number 1867, Northing 766628.25, Easting 486531.25 Point Number 1868, Northing 766629.63, Easting 486545.56 Point Number 1869, Northing 766644.69, Easting 486554.19 Point Number 1870, Northing 766644.72, Easting 486554.17 Point Number 1871, Northing 766658.47, Easting 486546.32 i 9/10/2005-155881 Vac 011-TOSSORNE CAM 03.112-501-M0-0 1 6 0 6 OR: 4089 PG: 3763 WilsOnMiller New Directions In Planning,Design&Engineering Point Number 1872, Northing 766679.10, Easting 486536.49 Point Number 1873, Northing 766699.73, Easting 486524.70 Point Number 1874, Northing 766725.27, Easting 486505.05 Point Number 1875, Northing 766742.96, Easting 486497.20 Point Number 1876, Northing 766767.52, Easting 486480.50 Point Number 1877, Northing 766796.01, Easting 486467.72 Point Number 1878, Northing 766813.32, Easting 486452.67 Point Number 1879, Northing 766818.60, Easting 486448.08 Point Number 1880, Northing 766855.93, Easting 486441.20 Point Number 1881, Northing 766883.44, Easting 486436.29 Point Number 1882, Northing 766913.89, Easting 486426.46 Point Number 1883, Northing 766945.33, Easting 486415.66 Point Number 1884, Northing 766978.73, Easting 486413.69 Point Number 1885, Northing 767020.97, Easting 486407.80 Point Number 1886, Northing 767075.99-- Sting 4 6403.87 Point Number 1887, Northing 7671.1 . 6 ditinig-4860Q,,, 90 Point Number 1888, Northing 76711 '63 Easting 4864(31r.38,�, Point Number 1889, Northing/67156.65, Easting 48640': 2 Point Number 1890, Northing'7671 '1745-Fasting 46398.9 Point Number 1891, Northing 76717g.ThEasting 48695.03 Point Number 1892, Northing 767".94�86;;t="s ing�486 95 077 Point Number 1893, Northi g 71 7219.42,{East ng 4 :h63A, .b3 Point Number 1894, Northi 249: \ as . 8639 .06 Point Number 1895, Northi67281.31,Eastin 48639306 Point Number 1896, Northin'06` 296.04, Easting 4863_91)1 Point Number 1897, Northing`\6 17.65, Easting 48 8- .' 5 Point Number 1898, Northing 76,7323, Easting 4863$8; Point Number 1899, Northing 7673756 ,Easting.48 3*815 Point Number 1900, Northing 7674113:9$! 4-Sti®gt486388.15 Point Number 1901, Northing 767445.36, Easting 486388.15 Point Number 1902, Northing 767474.84, Easting 486386.19 Point Number 1903, Northing 767501.36, Easting 486386.19 Point Number 1904, Northing 767520.03, Easting 486384.22 Point Number 1905, Northing 767528.87, Easting 486380.29 Point Number 1906, Northing 767538.69, Easting 486365.56 Point Number 1907, Northing 767550.48, Easting 486347.87 Point Number 1908, Northing 767558.34, Easting 486333.14 Point Number 1909, Northing 767560.30, Easting 486320.37 Point Number 1910, Northing 767573.08, Easting 486278.12 Point Number 1911, Northing 767577.00, Easting 486250.62 Point Number 1912, Northing 767579.95, Easting 486218.20 Point Number 1913, Northing 767583.88, Easting 486185.78 Point Number 1914, Northing 767584.71, Easting 486177.13 Point Number 1915, Northing 767618.54, Easting 486007.65 Point Number 1916, Northing 767672.52, Easting 485887.31 Point Number 1917, Northing 767676.23, Easting 485887.13 B/182co5 155801 Ver.Oil-TOSOORHE 10 fNU 03312-501-040—o 1613 6 • OR: 4489 PG: 3764 WiIsOnMiller New Directions In Planning,Design&Engine8r 1g Point Number 1918, Northing 767720.43,Easting 485881.24 Point Number 1919, Northing 767776.43, Easting 485875.34 Point Number 1920, Northing 767776.44, Easting 485875.34 Point Number 1921, Northing 767842.25, Easting 485872.40 Point Number 1922, Northing 767886.46, Easting 485872.40 Point Number 1923, Northing 767930.66, Easting 485868.47 Point Number 1924, Northing 767933.27, Easting 485868.54 Point Number 1925, Northing 767968.00, Easting 485869.45 Point Number 1926, Northing 767981.99, Easting 485868.52 Point Number 1927, Northing 767997.42, Easting 485867.49 Point Number 1928, Northing 767997.41, Easting 485867.47 Point Number 1929, Northing 767980.81, Easting 485849.53 Point Number 1930, Northing 767958.75, Easting 485822.32 Point Number 1931, Northing 767965.90, Easting 485787.74 Point Number 1932, Northing 767967. 9, g, :1.53 Point Number 1933, Northing 7679,3• .59, iii` 5 Point Number 1934, Northing 76296134, Easting 48 Point Number 1935, Northing6i957.00, 97.00, Easting 485733.* Point Number 1936, Northing767g44 475,Easting_4§,5 13.5 Point Number 1937, Northing 7693 , a tin• 485.98.28 Point Number 1938, Northing 7• .�; "44• Point Number 1939, Northing 7: •19..3, ti • .i: •: ..: Point Number 1940, Northing 7 u 8! • sy •x:566'-61 C" Point Number 1941, Northinfg;-7: 8. .88,Easting 48p647.;2 Point Number 1942, Northind487846.56, Easting 4000360 Point Number 1943, Northing9.56, Easting 4e640 54-'7-) Point Number 1944, Northing 7 t.2„.a.:7, Easting 48564 8Point Number 1945, Northing 76 , $a ,EasfngA858 0'82 Point Number 1946, Northing 76779 :•1 tir it`$61 1 Point Number 1947, Northing 767795.57,-Easting-466599.71 Point Number 1948, Northing 767805.81, Easting 485584.44 Point Number 1949, Northing 767819.38, Easting 485572.53 Point Number 1950, Northing 767834.69, Easting 485567.43 Point Number 1951, Northing 767851.68, Easting 485565.72 Point Number 1952, Northing 767880.56, Easting 485562.34 Point Number 1953, Northing 767907.75, Easting 485545.34 Point Number 1954, Northing 767919.62, Easting 485533.44 Point Number 1955, Northing 767916.25, Easting 485511.34 Point Number 1956, Northing 767911.12, Easting 485489.25 Point Number 1957, Northing 767921.31, Easting 485470.56 Point Number 1958, Northing 767921.31, Easting 485451.88 Point Number 1959, Northing 767929.82, Easting 485426.38 Point Number 1960, Northing 767936.62, Easting 485409.40 Point Number 1961, Northing 767951.94, Easting 485409.40 Point Number 1962, Northing 767962.12, Easting 485395.81 Point Number 1963, Northing 767968.94, Easting 485380.50 8/10/20:6-165801 Vet-.010-TOSBORNEthou 11 03312-504.040.0 . . 160 6 WilsOnMiller� OR: 4089 PG: 3765 New Directions in Planning,Design&Engineering Point Number 1964, Northing 767987.63, Easting 485360.13 Point Number 1965, Northing 767997.82, Fasting 485343.13 Point Number 1966, Northing 768001.18, Easting 485329.53 Point Number 1967, Northing 768021.62, Easting 485304.03 Point Number 1968, Northing 768035.19, Fasting 485295.53 Point Number 1969, Northing 768057.31, Fasting 485287.03 Point Number 1970, Northing 768070.87, Easting 485293.85 Point Number 1971, Northing 768081.07, Easting 485300.63 Point Number 1972, Northing 768101.44, Easting 485307.43 Point Number 1973, Northing 768125.25, Easting 485310.85 Point Number 1974, Northing 768142.25, Easting 485302.34 Point Number 1975, Northing 768147.38, Easting 485283.66 Point Number 1976, Northing 768147.38, Easting 485270.06 Point Number 1977, Northing 768143.94, Easting 485251.34 Point Number 1978, Northing 768147.38-f�at.��ting 5232.65 Point Number 1979, Northing 768160194 Ea'stirig. 6 x:66 Point Number 1980, Northing 76817;94;Easting 4852 0*, Point Number 1981, Northing 76620"1.75, Easting 48521.8'.66 Point Number 1982, Northing'76822,0:43,-Easting_4$5222.4 Point Number 1983, Northing 7 1324 B1Easting 485 39.47 Point Number 1984, Northing 768257` 2'`E-stin ,4p�5pTi3 Point Number 1985, Northi�ig *181:.6,(Easttn'g 552 4. ` Point Number 1986, Northing 76Q7.4 Q,€asting I,8524.6 Point Number 1987, Northiri 768375.56,Easting 85241M ' Point Number 1988, Northir*168324.06, Easting 485225)87 „.:,-.) Point Number 1989, Northing`�76 330.87, Easting 48620�t) L Point Number 1990, Northing 76t�� .87, Easting 4851$5, Point Number 1991, Northing 76e3`54':69;Easting_485 4 Point Number 1992, Northing 768351,25,; a-sti g $ 139.19 Point Number 1993, Northing 768347.87, Easting-48.5-123.90 Point Number 1994, Northing 768366.57, Easting 485076.31 Point Number 1995, Northing 768369.93, Easting 485054.25 Point Number 1996, Northing 768373.37, Easting 485035.53 Point Number 1997, Northing 768381.88, Easting 485025.35 Point Number 1998, Northing 768403.94, Easting 485008.35 Point Number 1999, Northing 768405.63, Easting 484987.97 Point Number 2000, Northing 768414.12, Easting 484977.78 Point Number 2001, Northing 768431.13, Easting 484965.87 Point Number 2002, Northing 768436.25, Easting 484950.57 Point Number 2003, Northing 768451.49, Easting 484918.28 Point Number 2004, Northing 768460.00, Easting 484880.90 Point Number 2005, Northing 768483.81, Easting 484848.62 Point Number 2006, Northing 768500.06, Easting 484841.74 Point Number 2007, Northing 768516.13, Easting 484835.04 Point Number 2008, Northing 768539.87, Easting 484833.31 Point Number 2009, Northing 768550.00, Easting 484820.97 1 8118( -,5588,Ver.0„-TOSBORNE ..� 12 6 01312•s04-040--0 16D6 1 i OR: 4089 PG: 3766 WilsonMiller. -_,, New Direclions In Planning,Design&Engineering Point Number 2010, Northing 768555.19, Easting 484814.62 Point Number 2011, Northing 768567.06, Easting 484806.12 Point Number 2012, Northing 768592.56, Easting 484797.63 Point Number 2013, Northing 768650.38, Easting 484797.63 Point Number 2014, Northing 768670.74, Easting 484768.75 Point Number 2015, Northing 768675.81, Easting 484741.56 Point Number 2016, Northing 768713.18, Easting 484702.47 Point Number 2017, Northing 768735.32, Easting 484653.18 Point Number 2018, Northing 768750.63, Easting 484627.72 ! Point Number 2019, Northing 768762.50, Easting 484622.59 Point Number 2020, Northing 768781.18, Easting 484626.00 Point Number 2021, Northing 768801.56, Easting 484637.91 Point Number 2022, Northing 768818.57, Easting 484637.91 Point Number 2023, Northing 768835.56, Easting 484632.81 Point Number 2024, Northing 768849.l&- ding 4�4,636.19 ,,,,c ,\ Point Number 2025, Northing 768859.3.$ Eastirig_ 446 0 Point Number 2026, Northing 763874.62, Easting 484'6W. Point Number 2027, Northing,7'68€,84.88, Easting 48467848 Point Number 2028, Northing 768$86.57,-Fasting 464690.59 Point Number 2029, Northing 768895.06astirg 48410.97 Point Number 2030, Northing 76.8593 p7; stit'ig_ ,4750�106`� Point Number 2031, North' g 18901:11,1Eqstinip ,.8.4� 0.Point Number 2032, North' g , 89,� ,,' sting 8479116§ Point Number 2033, Northi -768948.81,E5sting 44482482 Point Number 2034, Northink '7 940.94, Easting 484', 48)6 Point Number 2035, Northing\763971.50, Easting 484 3`. Point Number 2036, Northing 76g-993.63, Easting 484829',Q ', Point Number 2037, Northing 76b01,21-,,--Easting_484823 13 Point Number 2038, Northing 76903'f _,t`i VIG1i0429.93 Point Number 2039, Northing 769044.56,-Easting484845.22 Point Number 2040, Northing 769066.68, Easting 484858.81 Point Number 2041, Northing 769083.68, Easting 484863.90 Point Number 2042, Northing 769100.69, Easting 484858.81 Point Number 2043, Northing 769122.75, Easting 484863.90 Point Number 2044, Northing 769155.06, Easting 484886.00 Point Number 2045, Northing 769183.94, Easting 484906.40 Point Number 2046, Northing 769199.25, Easting 484925.09 Point Number 2047, Northing 769204.31, Easting 484950.57 Point Number 2048, Northing 769204.31, Easting 484974.38 Point Number 2049, Northing 769207.75, Fasting 484999.84 Point Number 2050, Northing 769219.62, Easting 485028.75 Point Number 2051, Northing 769238.31, Easting 485030.44 Point Number 2052, Northing 769262.12, Easting 485021.93 Point Number 2053, Northing 769274.00, Fasting 484989.65 Point Number 2054, Northing 769274.00, Easting 484960.78 Point Number 2055, Northing 769260.37, Easting 484943.79 8/101006.,5588,Ver.Oil-TOSBORNE 13 C6312-004 040-0 16O6 OR: 4089 PG: 3767 WiIse:Willer New Directions in Planning.Design&Engineering Point Number 2056, Northing 769241.69, Easting 484925.09 Point Number 2057, Northing 769238.31, Easting 484892.82 Point Number 2058, Northing 769243.37, Easting 484868.99 Point Number 2059, Northing 769231.50, Easting 484852.03 Point Number 2060, Northing 769209.44, Easting 484845.22 Point Number 2061, Northing 769188.99, Easting 484833.31 Point Number 2062, Northing 769177.12, Easting 484821.44 Point Number 2063, Northing 769166.94, Easting 484807.84 Point Number 2064, Northing 769149.93, Easting 484795.94 Point Number 2065, Northing 769134.62, Easting 484782.34 Point Number 2066, Northing 769115.94, Easting 484761.93 Point Number 2067, Northing 769095.56, Easting 484733.06 Point Number 2068, Northing 769082.00, Easting 484692.28 Point Number 2069, Northing 769071.75, Easting 484683.79 Point Number 2070, Northing 769063.25-- sling 4$4661.69 Point Number 2071, Northing 76906 8�7 t*�§stir _�$4f - 9 Point Number 2072, Northing 7690,7'19, Easting 484590?$ \A\ Point Number 2073, Northing/7604,76.06, Easting 484566:3 Point Number 2074, Northing 76 666:68,-Easting_4_44t527.44 \ Point Number 2075, Northing 7� 07$.57;`tEsting 484486.66 Point Number 2076, Northirf g 7f 909 'il " "stip -, ;�-;61t7/_, Point Number 2077, Northing 7$9 98.94,]Eastin ,49 .0 Point Number 2078, Northi gT70s_1 ,`Astir1 .4441 ,.2 L Point Number 2079, Northi R-769131.25,-Easting 444410.19 Point Number 2080, Northing16 161.81, Easting 484401i69 Point Number 2081, Northing`789_•95.81, Easting 48439$3 -1, Point Number 2082, Northing 14'1113,13, Easting 48439 f Point Number 2083, Northing 769261 Fasting 4�4}393�f Point Number 2084, Northing 769294 'Q4sti®t484389.82 Point Number 2085, Northing 769325.01, Eastin-g484388.09 Point Number 2086, Northing 769360.69, Easting 484388.09 Point Number 2087, Northing 769381.06, Easting 484388.09 Point Number 2088, Northing 769398.06, Easting 484389.82 Point Number 2089, Northing 769411.62, Easting 484386.40 Point Number 2090, Northing 769440.50, Easting 484386.40 Point Number 2091, Northing 769464.31, Easting 484362.63 Point Number 2092, Northing 769472.82, Easting 484349.03 Point Number 2093, Northing 769486.44, Easting 484343.90 Point Number 2094, Northing 769513.63, Easting 484360.90 Point Number 2095, Northing 769528.88, Easting 484369.41 Point Number 2096, Northing 769556.07, Easting 484379.60 Point Number 2097, Northing 769581.57, Easting 484372.81 Point Number 2098, Northing 769591.75, Easting 484349.03 Point Number 2099, Northing 769598,56, Easting 484326.93 Point Number 2100, Northing 769634.25, Easting 484309.93 Point Number 2101, Northing 769647.88, Easting 484274.25 &1ims.tweet Ver 011•TOSRORNE 14 CW1 03312s04-046-0 15ii 1606 6 OR: 4089 PG: 3768 WilsOnM%ller* New Directions In Planning,Design&Engineering t Point Number 2102, Northing 769649.57, Easting 484236.88 Point Number 2103, Northing 769647.88, Easting 484190.97 Point Number 2104, Northing 769649.57, Easting 484163.79 Point Number 2105, Northing 769673.31, Easting 484133.22 Point Number 2106, Northing 769676.75, Easting 484109.41 Point Number 2107, Northing 769675.06, Easting 484089.03 Point Number 2108, Northing 769678.44, Easting 484063.53 Point Number 2109, Northing 769690.32, Easting 484041.44 Point Number 2110, Northing 769710.68, Easting 484041.44 Point Number 2111, Northing 769727.69, Easting 484055.04 Point Number 2112, Northing 769741.31, Easting 484061.84 Point Number 2113, Northing 769775.32, Easting 484060.13 Point Number 2114, Northing 769795.69, Easting 484075.44 Point Number 2115, Northing 769821.94, Easting 484078.54 Point Number 2116, Northing 769844;$7=�,,a{ttriglt4�rx097.62 Point Number 2117, Northing 769863.404,\Faiting-484,1A0'O3 \\\ Point Number 2118, Northing 769887;69,Easting 48409 � Point Number 2119, Northing 769917.57, Easting 484099: 8 Point Number 2120, Northing76991.9{944;-Easting. 84}100.0 Point Number 2121, Northing 769947.37;Fasting 484091.96 Point Number 2122, Northing 769961'-'13; 'r14{}c6�;61 '1 Point Number 2123, Northing 769968. 8,jElstin9 84058.$7 Point Number 2124, Northir�g-769566:26,`Esnstinrg 18404,.2 Point Number 2125, Northing-769974.13,Fasting 84048:25 Point Number 2126, Northingg 7 980.94, Easting 484Q770 i`i5 Point Number 2127, Northings 0003.00, Easting 4847`34(.9 � Point Number 2128, Northing 77bO2&50, Easting 4841839/, Point Number 2129, Northing 770046 87.;Easting_4841 5; Point Number 2130, Northing 770054:00,r sting�4 238:57 Point Number 2131, Northing 770052.31, sting484282.74 Point Number 2132, Northing 770059.07, Easting 484318.44 Point Number 2133, Northing 770074.38, Easting 484359.21 Point Number 2134, Northing 770093.06, Easting 484384.71 Point Number 2135, Northing 770120.25, Easting 484432.28 Point Number 2136, Northing 770152.56, Easting 484452.69 Point Number 2137, Northing 770171.26, Easting 484474.78 Point Number 2138, Northing 770181.44, Easting 484491.75 Point Number 2139, Northing 770222.19, Easting 484535.94 Point Number 2140, Northing 770252.82, Easting 484556.34 Point Number 2141, Northing 770281.68, Fasting 484578.44 Point Number 2142, Northing 770297.00, Easting 484585.22 Point Number 2143, Northing 770314.00, Fasting 484605.63 Point Number 2144, Northing 770342.88, Easting 484637.91 Point Number 2145, Northing 770363.24, Easting 484643.00 Point Number 2146, Northing 770375.13, Easting 484614.12 Point Number 2147, Northing 770376.88, Easting 484598.81 8!18/[005-155081 Vet'O11-TCSECANE 15 01!41 0331350.4040--0 1 .... 16D 6 ,.. S WilsonMiller� OR: 4089 PG: 3769 New Directions In Planning,Design&Engineering Point Number 2148, Northing 770385.38, Easting 484588.62 Point Number 2149, Northing 770381.94, Easting 484556.34 Point Number 2150, Northing 770390.43, Easting 484503.66 Point Number 2151, Northing 770400.63, Easting 484476.47 Point Number 2152, Northing 770397.25, Easting 484462.87 Point Number 2153, Northing 770385.38, Easting 484454.38 Point Number 2154, Northing 770366.62, Easting 484456.07 Point Number 2155, Northing 770334.38, Easting 484466.29 Point Number 2156, Northing 770317.38, Easting 484464.56 Point Number 2157, Northing 770285.06, Easting 484442.47 Point Number 2158, Northing 770264.69, Easting 484406.78 Point Number 2159, Northing 770256.18, Easting 484347.32 Point Number 2160, Northing 770246,00, Easting 484313.35 Point Number 2161, Northing 770220.50, Easting 484279.34 Point Number 2162, Northing 770191.82 11-r�41842,69.16 Point Number 2163, Northing 7701.6 '4�3 k 5tidg 4 4 40.46 Point Number 2164, Northing 770:1.,: 07-,fasting-4-8424A7\� Point Number 2165, Northing,77 128.75, Easting 484233:47 \ Point Number 2166, Northing'770'�2�1-.94-Easting484214.T Point Number 2167, Northing 770119 €asting 484201.18\ Point Number 2168, Northing 77,01,t11,9;10stin 177'3 7 Point Number 2169, Northing 77 0 28.75,iE4stin ,• :41.59 Point Number 2170, Northing-77.,0i,4 77,A ast(n 18415 .51 , Point Number 2171, Northir1R7 '017 93,-Easting 4 16�5;5d Point Number 2172, Northing`77 196.75, Easting 48472128 Point Number 2173, Northing\7#'35.81, Easting 484185'. .0 Point Number 2174, Northing 0 78 32, Easting 484192; Point Number 2175, Northing 77Q 4 7:5q Easting_484207 9,e Point Number 2176, Northing 7703292`,( astingi $4213:07 Point Number 2177, Northing 770349.68;Easting-484207.96 Point Number 2178, Northing 770376.88, Easting 484202.87 Point Number 2179, Northing 770398.94, Easting 484192.69 Point Number 2180, Northing 770438.00, Easting 484155.28 Point Number 2181, Northing 770444.81, Easting 484141.69 Point Number 2182, Northing 770453.31, Easting 484111.12 Point Number 2183, Northing 770451.63, Easting 484094.12 Point Number 2184, Northing 770463.50, Easting 484058.44 Point Number 2185, Northing 770475.43, Easting 484049.94 Point Number 2186, Northing 770499.18, Easting 484051.62 Point Number 2187, Northing 770531.50, Easting 484058.44 Point Number 2188, Northing 770555.25, Easting 484063.53 Point Number 2189, Northing 770568.87, Easting 484063.53 Point Number 2190, Northing 770606.25, Easting 484041.44 Point Number 2191, Northing 770621.57, Easting 484029.53 Point Number 2192, Northing 770636.87, Easting 484024.43 Point Number 2193, Northing 770653.81, Easting 484026.16 8/182008 153801 Ver.011-7O58ORNE 16 CM{3 03312s04-040--0 1 6 6 OR: 4089 PG: 3770 WilsonMiller. -� New Directions in Planning,Design&Engineering Point Number 2194, Northing 770681.00, Easting 484022.74 Point Number 2195, Northing 770713.31, Easting 484014.25 Point Number 2196, Northing 770730.32, Easting 484015.94 Point Number 2197, Northing 770747.31, Easting 484021.07 Point Number 2198, Northing 770781.31,Easting 484032.94 Point Number 2199, Northing 770801.68, Easting 484055.04 Point Number 2200, Northing 770822.06, Easting 484068.62 Point Number 2201, Northing 770847.56, Easting 484063.53 Point Number 2202, Northing 770866.25, Easting 484068.62 Point Number 2203, Northing 770908.76, Easting 484092.41 Point Number 2204, Northing 770941.00, Easting 484128.09 Point Number 2205, Northing 770946.13,Easting 484170.59 Point Number 2206, Northing 770966.50,Easting 484207.96 Point Number 2207, Northing 770988.63,Easting 484235.15 Point Number 2208, Northing 771029 3; C 8it�y} 484 47.06 Point Number 2209, Northing 771961.6 stidg�4 Q6 Point Number 1127, Northing 7 Q 2,TEasting 484 .1 POINT OF BEGINNING) Containing 90.03 acres more/or I s: `" Subject to easements of rec ird./ Bearings are based on the port =1f io = `h e_.6 'south, Range 28 East, Collier County, Florida being North 89'1145 t. 1 HE CIV- 9/,62005-15500,Vac OE-TOSOONNE 17 03312-SO4040-0 y� ... 6 1606 - Wi1s&nMiller • OR: 4089 PG: 3771 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 7 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: ._----.__ A. THESE LINES ARE BASED ON INTEIiPAT(0 F 0 AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: ' 1 >' 1. DATE OF PHOTOGRAPHY: 3�[ a ... 2. NEGATIVE SCALE: 1:3600¢' 3. PIXEL DIAMETER:2.5' / /S 4. TARGET SCALE: 1"=500', . 1 5. SCALE NOT TO EXCEED 1"---150071f 6. THIS IMAGERY HAS NOT BEEt'") O cT I R Eli TO MEET MINIMUM TECHNICAL • .,y N,j M ACLU,jJ\ t` STANDARDS OR NATION ` -STANZA I S I 7. VERTICAL ELEVATION CGES WILL CAUSE HI. IZ NT 1SPLACEMENT. EVERY EFFORT HAS �, • 3 g BEEN MADE TO MINIMIZE' �f EFFECT FOR CRITI FTURES. 8. IN AREAS WHERE TALL STRUDTA!OR TREES.� � LEAN TO OBSTRUCT FEATUREOSURES-WERE AOSAICKED IN AN EFFORT TO MINIMIZE *--. F' c1\ -- THE EFFECT. 9. THIS PRO,..T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVE! �r IN '; e . - AT. B 'i },. r a± ;.-',;,,:.:1;:%. DATE 8-08-05 .3.7. .;:i., -.1.4,;,-.7,;:.,' . ' LS#5627 Wit (4. ;, .,w : .REGISTERED ENGINEERS AND LAND SURVEYORS. NO : :.-" ''44,5, I ;ItiE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SUR'. t:'.r', a..�t" f , NOT :. '` e4,•tit.;.;f. ,; lURVEY OF SUBJECT LANDS. CERTIFIC " ` w.' .trfiORIZATION#LB-43 REF 2H-99 '1' 8!18+200( 1058e1 Ver.Oil-T0550800 18 cvn 03512SO4040--0 e 16fl6 ® OR: 4089 PG: 3772 WilsonMiller r., New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A-2—WADING BIRD PARCEL) (EXHIBIT E) All that part of Sections 28 and 33,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southwest corner of Section 28,Township 46 South, Range 28 East, Collier County, Florida. (Point Number 2443, Northing 765769.82, Easting,482763.06); Thence along the south line of said Section 28 North 88°49'07" East, 2530.10 feet to(Point Number 2444, Northing, 765821.98, Easting-48529243); Thence leaving said south line Np 11y -'t01/Fit,-5,10,12 4`eet to(Point Number 1471, Northing 766372.12, Easting 485i85:28)POINT OF BEet MG; Thence leaving said line ins aai•I`it 11661-em- is h"o gh the oll, ing vertices, (Points 1472 through 1723 inclusive) I Point Number 1472, Northing .0,�3T0� , a jn° ;525:11 , �c.., Point Number 1473, Northin' :6366 31, tin. 4522..4' c' Point Number 1474, Northin '76.361.75, Easting 48 93.110 J Point Number 1475, Northing 2.69, Easting 485 2;7 Q Point Number 1476, Northing a •_ 93, Easting 48515 :r � Point Number 1477, Northing 76. 4=� sting 4 .0 Point Number 1478, Northing 76633 ,Ep ,tire1115 Point Number 1479, Northing 766324.81, Eas-tin485695.03 Point Number 1480, Northing 766317.25, Easting 485076.94 Point Number 1481, Northing 766311.69, Easting 485066.31 Point Number 1482, Northing 766309.00, Easting 485061.09 Point Number 1483, Northing 766307.01, Easting 485055.87 Point Number 1484, Northing 766304.26, Easting 485048.65 Point Number 1485, Northing 766300.69, Easting 485039.25 Point Number 1486, Northing 766298.70, Easting 485029.56 Point Number 1487, Northing 766296.19, Easting 485017.37 Point Number 1488, Northing 766295.22, Easting 485013.69 Point Number 1489, Northing 766294.26, Easting 485010.00 Point Number 1490, Northing 766291.63, Easting 485000.04 Point Number 1491, Northing 766287.13, Easting 484978.90 Point Number 1492, Northing 766285.62, Easting 484940.43 Point Number 1493, Northing 766288.51, Easting 484927.19 Point Number 1494, Northing 766290.88, Easting 484916.32 Point Number 1495, Northing 766292.41, Easting 484900.92 Offices strategically located to serve our clients 000.649.4336 Naples Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 — wilsonmAler.corn 8423/2006 160068 Ver.OW GLANDwoo 1 03312•804,0141VWMF 20783 WI 1sanMnfar.Me.—FL Lk."'LC-0000170 3 6 . f. �l 11/�l%ll�'/`B OR: 4089 PG: 3773 New Directions In Planning,Design&Engineering Point Number 1496, Northing 766293.12, Easting 484893.69 Point Number 1497, Northing 766295.17, Easting 484884.53 Point Number 1498, Northing 766297.68, Easting 484873.31 Point Number 1499, Northing 766299.19, Easting 484862.76 Point Number 1500, Northing 766300.69, Easting 484852.21 Point Number 1501, Northing 766303.69, Easting 484841.28 Point Number 1502, Northing 766306.68, Easting 484830.34 Point Number 1503, Northing 766307.50, Easting 484823.94 Point Number 1504, Northing 766308.25, Easting 484817.53 Point Number 1505, Northing 766309.58, Easting 484805.83 Point Number 1506, Northing 766311.25, Easting 484791.13 Point Number 1507, Northing 766316.50, Easting 484770.00 Point Number 1508, Northing 766317.64, Easting 484764.10 Point Number 1509, Northing 766318.56, Easting 484759.34 Point Number 1510, Northing 766321.06,-Ea tin"; 4 46.62 Point Number 1511, Northing 7663216 aStinb47 : 8 Point Number 1512, Northing 7663'2($:et"Easting 48474,74• Point Number 1513, Northing 76631.9/.56, Easting 484706. fr Point Number 1514, Northing,766,51�` , Easting 48,4.683.2 Point Number 1515, Northing 766313'.0 astir�g 484671.42 Point Number 1516, Northing 7i 63p �st'n 1 846668 Point Number 1517, Northing 7f62i97. 8 astipg 4E 4627.491 Point Number 1518, Northir\9.-76§2$0,. 1,,EastJnc0 ,a@458421 t..., Point Number 1519, Northin 756272.10,Easting 484558.E Point Number 1520, Northing`766266.00, Easting 484540.45 Point Number 1521, Northing 6646.38, Easting 484449215 .O Point Number 1522, Northing 7662?6.75, Easting 48445 . (1'-) Point Number 1523, Northing 766'24-'1 -Eastin�48441$`6 Point Number 1524, Northing 766194:37,esti g- 438166 Point Number 1525, Northing 766186.81,Easting484370.31 Point Number 1526, Northing 766184.19, Easting 484362.03 Point Number 1527, Northing 766181.50, Easting 484353.72 Point Number 1528, Northing 766177.75, Easting 484331.84 Point Number 1529, Northing 766176.25, Easting 484309.97 Point Number 1530, Northing 766177.37, Easting 484299.83 Point Number 1531, Northing 766177.87, Easting 484295.30 Point Number 1532, Northing 766178.50, Easting 484289.62 Point Number 1533, Northing 766181.94, Easting 484270.28 Point Number 1534, Northing 766183.06, Easting 484263.97 Point Number 1535, Northing 766192.82, Easting 484245.13 Point Number 1536, Northing 766207.93, Easting 484231.56 Point Number 1537, Northing 766218.50, Easting 484222.50 Point Number 1538, Northing 766237.32, Easting 484209.69 Point Number 1539, Northing 766254.69, Easting 484205.90 Point Number 1540, Northing 766278.82, Easting 484203.66 Point Number 1541, Northing 766296.94, Easting 484205.90 823i200.158888 Ver.Olt.CLAM) 2 ., 01.512-504-040-VW RK.28711.3 0 1 �/%/ A� 1//��,a OR: 4089PG: 3774 __ New Directions In Planning,Design&Engineering Point Number 1542, Northing 766324.81, Easting 484214.97 Point Number 1543, Northing 766332.35, Easting 484220.26 Point Number 1544, Northing 766345.19, Easting 484229.28 Point Number 1545, Northing 766354.25, Easting 484236.47 Point Number 1546, Northing 766363.25, Easting 484243.62 Point Number 1547, Northing 766379.87, Easting 484261.72 Point Number 1548, Northing 766397.19, Easting 484285.84 Point Number 1549, Northing 766411.93, Easting 484309.06 Point Number 1550, Northing 766260.68, Easting 484411.04 Point Number 1551, Northing 766437.18, Easting 484675.00 Point Number 1552, Northing 766647.56, Easting 484542.25 Point Number 1553, Northing 766463.56, Easting 484275.28 Point Number 1554, Northing 766425.13, Easting 484300.19 Point Number 1555, Northing 766421.93, Easting 484302.35 Point Number 1556, Northing 766419.12;E sting 4-84298.22 Point Number 1557, Northing 76641 'i<s9,\Easti g__842$ .50 Point Number 1558, Northing 76639_25 tasting 4842$ :0 Point Number 1559, Northing 766387.04, Easting 484246g'5{ Point Number 1560, Northing/76638,1:93,-Easting_484240.8 \ Point Number 1561, Northing 76636 :.-19;Tasting 484223.03\ Point Number 1562, Northing 766- 2'QO;p st�nl z.$4207\6 Point Number 1563, Northing 786 35\.d1,iE stip 441 's- A Point Number 1564, Northir1gs766328;.f4,F sting '84199�.6o h Point Number 1565, Northing-766313.18,Eaasting 4.4189,, 88 Point Number 1566, Northing 766,293.75, Easting 4 4185784 Point Number 1567, Northing`74 22 6.00, Easting 48411$51 .0 Point Number 1568, Northing 766267192, Easting 48411*,. -'' Point Number 1569, Northing 7662,59;0. Easting,484 Point Number 1570, Northing2, 766239 02, fsti�g� .'l � 2:82 Point Number 1571, Northing 766228.69;-Easting 484196.76 Point Number 1572, Northing 766217.75, Easting 484201.18 Point Number 1573, Northing 766197.56, Easting 484210.91 Point Number 1574, Northing 766181.38, Easting 484226.29 Point Number 1575, Northing 766170.87, Easting 484241.62 Point Number 1576, Northing 766164.37, Easting 484258.63 Point Number 1577, Northing 766163.72, Easting 484261.17 Point Number 1578, Northing 766163.02, Easting 484263.94 Point Number 1579, Northing 766160.75, Easting 484272.74 Point Number 1580, Northing 766157.12, Easting 484286.91 Point Number 1581, Northing 766157.57, Easting 484297.85 Point Number 1582, Northing 766157.94, Easting 484308.75 Point Number 1583, Northing 766158.75, Easting 484325.71 Point Number 1584, Northing 766158.75, Easting 484341.09 Point Number 1585, Northing 766152.25, Easting 484355.65 Point Number 1586, Northing 766145.82, Easting 484366.16 Point Number 1587, Northing 766132.87, Easting 484372.63 i 8232006-156030 Ver 01!•GLAND 3 03312-SO4-044 WiRK-26763 1606 WilsvnMiller` OR: 4089 PG: 3775 New Directions In Planning,Design&Engineering Point Number 1588, Northing 766126.81, Easting 484377.08 Point Number 1589, Northing 766120.75, Easting 484381.53 Point Number 1590, Northing 766100.50, Easting 484380.72 Point Number 1591, Northing 766069.00, Easting 484376.66 Point Number 1592, Northing 766044.69, Easting 484366.97 Point Number 1593, Northing 766009.13, Easting 484353.22 Point Number 1594, Northing 765988.91, Easting 484339.47 Point Number 1595, Northing 765968.68, Easting 484325.71 Point Number 1596, Northing 765947.69, Easting 484308.75 Point Number 1597, Northing 765919.38, Easting 484286.91 Point Number 1598, Northing 765887.87, Easting 484266.69 Point Number 1599, Northing 765857.94, Easting 484244.88 Point Number 1600, Northing 765823.13, Easting 484224.66 Point Number 1601, Northing 765808.19, Easting 484214.95 Point Number 1602, Northing 765793.2.6;testi g-,484205.25 Point Number 1603, Northing 765758:4�4S6crig_484t,7i•3 Point Number 1604, Northing 76,571Z8')56`,-Easting 4841* toPoint Number 1605, Northing 765716.48, Easting 48416 • Point Number 1606, Northing765702:69-Eas_ting 48y4160.7: Point Number 1607, Northing 76567 `-81`;Fasting 484149.43 l Point Number 1608, Northing 7656,50-.13; �} r a�n��}41�� Point Number 1609, Northing 765 201E stip 137 . r Point Number 1610, Northing-15Q6IE sting 84135.28 �., Point Number 1611, Northirig592 68,Easti g 4841332 c." , Point Number 1612, Northin065571.69, Easting 4129 22 Point Number 1613, Northing 65 2.06, Easting 4847.7.- Point Number 1614, Northing66-550.63 , Easting 48412 • Point Number 1615, Northing 765528:68,,-Easting__484'i 0' Point Number 1616, Northing 765523:14,1 astingt4,�4-1 2-.75 Point Number 1617, Northing 765516.94;Easting-484121.63 Point Number 1618, Northing 765511.81, Easting 484120.72 Point Number 1619, Northing 765500.49, Easting 484118.72 Point Number 1620, Northing 765480.75, Easting 484116.16 Point Number 1621, Northing 765463.31, Easting 484113.87 Point Number 1622, Northing 765437.44, Easting 484108.21 Point Number 1623, Northing 765420.44, Easting 484104.16 Point Number 1624, Northing 765395.37, Easting 484100.94 Point Number 1625, Northing 765366.31, Easting 484092.03 Point Number 1626, Northing 765348.13, Easting 484086.15 Point Number 1627, Northing 765336.37, Easting 484082.35 Point Number 1628, Northing 765314.56, Easting 484075.87 Point Number 1629, Northing 765260.37, Easting 484058.06 Point Number 1630, Northing 765240.12, Easting 484052.00 Point Number 1631, Northing 765219.94, Easting 484045.94 Point Number 1632, Northing 765186.75, Easting 484035.44 Point Number 1633, Northing 765168.56, Easting 484028.56 E23/1005-193660 Vx.011-GLAND t.1 03312-504-0/4 WlRX-21179.1 160 6 OR: 4089 PG: 3776 New Directions IInConMPlanning,Design&Engineering I Point Number 1634, Northing 765150.37, Easting 484021.68 Point Number 1635, Northing 765100.25, Easting 484007.12 Point Number 1636, Northing 765060.63, Easting 483995.82 Point Number 1637, Northing 765022.62, Easting 483983.68 Point Number 1638, Northing 764976.50, Easting 483968.31 Point Number 1639, Northing 764944.18, Easting 483959.41 Point Number 1640, Northing 764919.50, Easting 483952.72 Point Number 1641, Northing 764913.54, Easting 483951.11 Point Number 1642, Northing 764905.38, Easting 483948.90 Point Number 1643, Northing 764870.62, Easting 483939.22 Point Number 1644, Northing 764832.62, Easting 483925.47 Point Number 1645, Northing 764802.68, Easting 483914.94 Point Number 1646, Northing 764788.06, Easting 483908.16 Point Number 1647, Northing 764767.88, Easting 483898.78 Point Number 1648, Northing 764741.26;Salting 4838,84.22 Point Number 1649, Northing 7647,16`'13At-tisti tg448,8 ^04 Point Number 1650, Northing 764;68 ;43;Fasting 4t338k8V, Point Number 1651, Northing 764684.79, Easting 48384419 Point Number 1652, Northin9'764671.69,-Ea ting_483832,4 Point Number 1653, Northing 764656.32;: astinlg 483817.91 Point Number 1654, Northing 764633':69s(in4$3 76,9 Point Number 1655, Northing 7874818.'6, East n 4837 . , Point Number 1656, Northin�.7846,1 O8,AE.pstfng 48377$911 / E—; Point Number 1657, Northing 7646O2.94;`Easting 376 t) Point Number 1658, Northin 1764587.56, Easting 4,.47§05)50 Point Number 1659, Northing',7$4573.00, Easting 488E . ,O Point Number 1660, Northing 764558 50 Easting 48375,-r Point Number 1661, Northing 764554;4.;Easting_483Z�9: Point Number 1662, Northing 764547:75;140-N 7 `12 Point Number 1663, Northing 764521.25,-Easting 48.3'680.44 Point Number 1664, Northing 764515.62, Easting 483668.31 Point Number 1665, Northing 764507.51, Easting 483659.44 Point Number 1666, Northing 764389.50, Easting 483593.12 Point Number 1667, Northing 764187.31, Easting 483661.03 Point Number 1668, Northing 764231.38, Easting 483780.72 Point Number 1669, Northing 764231.03, Easting 483780.72 Point Number 1670, Northing 764218.88, Easting 483780.72 Point Number 1671, Northing 764209,94, Easting 483778.28 Point Number 1672, Northing 764196.19, Easting 483774.25 Point Number 1673, Northing 764187.31, Easting 483769.40 Point Number 1674, Northing 764176.82, Easting 483763.75 Point Number 1675, Northing 764160.63, Easting 483752.41 Point Number 1676, Northing 764145.25, Easting 483745.94 Point Number 1677, Northing 764133.12, Easting 483737.06 Point Number 1678, Northing 764118.56, Easting 483732.19 Point Number 1679, Northing 764103.18, Easting 483728.97 8/2]20(15.,58889 Ver.Oil.GLAND G"' 5 03312.SO4 040•V W W(-28703 1 6 0 6 WilsOnMillef OR: 4089 PG: 3777 New Directions In Planning,Design&Engineering Point Number 1680, Northing 764087.87, Easting 483724.90 Point Number 1681, Northing 764074.12, Easting 483723.31 Point Number 1682, Northing 764053.88, Easting 483723.31 Point Number 1683, Northing 764041.74, Easting 483721.68 Point Number 1684, Northing 764030.44, Easting 483719.26 Point Number 1685, Northing 764012.62, Easting 483716.03 Point Number 1686, Northing 763992.44, Easting 483709.56 Point Number 1687, Northing 763968.18, Easting 483700.66 Point Number 1688, Northing 763931.00, Easting 483683.68 Point Number 1689, Northing 763877,68, Easting 483662.50 Point Number 1690, Northing 763867.94, Easting 483658.63 Point Number 1691, Northing 763830.02, Easting 483645.38 Point Number 1692, Northing 763816.93, Easting 483640.81 Point Number 1693, Northing 763756.32, Easting 483615.76 Point Number 1694, Northing 763756.31;E - ting 483615.75 Point Number 1695, Northing 7637,0 `,3 ting‘4�835§3A3 Point Number 1696, Northing 79365 .81;`Easting 4835 Point Number 1697, Northing,76381 '.25, Easting 483558:4. { Point Number 1698, Northing'763580:06;-Easting 433542. Point Number 1699, Northing 76354444 asting483527.62 Point Number 1700, Northing 753512\1173;;t"s irt.�4831 Point Number 1701, Northing 763478.x2, E st rib 4 35474 Point Number 1702, Northi 5 st ri 8349 . 1 Point Number 1703, North' 9-7 3420..75,'Easting 483475188 Point Number 1704, Northin ,7 391,63, Easting 48349)69' Point Number 1705, Northin 7o 375.44, Easting 483444. 0 Point Number 1706, Northing 76860\06, Easting 483427, Point Number 1707, Northing 76335 ;80�-Easting_48,3'4tii . Point Number 1708, Northing 763346:38,1 sting a�33 8.31 Point Number 1709, Northing 763349.57, Easting488368.31 Point Number 1710, Northing 763354.44, Easting 483348.09 Point Number 1711, Northing 763359.31, Easting 483332.75 Point Number 1712, Northing 763366.56, Easting 483305.25 Point Number 1713, Northing 763373.06, Easting 483279.37 Point Number 1714, Northing 763381.12, Easting 483255.12 Point Number 1715, Northing 763390.00, Easting 483224.37 Point Number 1716, Northing 763398.94, Easting 483202.56 Point Number 1717, Northing 763455.37, Easting 483026.56 Point Number 1718, Northing 763506.38, Easting 482889.40 Point Number 1719, Northing 763521.19, Easting 482851.40 Point Number 1720, Northing 763526.81, Easting 482844.03 Point Number 1721, Northing 763541.56, Easting 482824.54 Point Number 1722, Northing 763563.81, Easting 482801.37 Point Number 1723, Northing 763583.24, Easting 482791.16 Thence North 23°19'18"West, 25.59 feet to the west line of the aforementioned Section 33 (Point Number 1724, Northing 763606.74, Easting 482781.03) 8/232005,50068 Ve4:011-nLAND 6 03312-5,34-040.W0<'2878.7 E,Q, .„ { itfl6 Illi) nMill OR: 4089 PG: 3778 s� er New Directions In Planning Design&Engineering Thence along said west line North 00°28'14"West, 238.17 feet to(Point Number 1725, Northing 763844.90, Easting 482779.05) Thence leaving said line in straight line segments through the following vertices, (Points 1726 through 1742 inclusive) Point Number 1726, Northing 763849.25, Easting 482780.03 Point Number 1727, Northing 763904.87, Easting 482795.81 Point Number 1728, Northing 763938.63, Easting 482811.71 Point Number 1729, Northing 763865.50, Easting 482999.41 Point Number 1730, Northing 763866.38, Easting 483002.69 Point Number 1731, Northing 764032.00,Easting 483060.06 Point Number 1732, Northing 764161.06, Easting 483104.46 Point Number 1733, Northing 764169.3 , m 483..102.69 Point Number 1734, Northing 764175.$S EdstiitgG4 ice\2:•3 Point Number 1735, Northing 764 1 8,Easting 483t) 5'6• Point Number 1736, Northing 7641243.94, Easting 48292 . 8 Point Number 1737, Northin 76 58:12;Easting 462683.6 Point Number 1738, Northi�4 7 425't:f2-, asti g 482 73.62 Point Number 1739, Northin 7 r s i to 9 #, Point Number 1740, Northing 7,4 4�,c8:, ,E st • 1 ........, Point Number 1741, Northi g-7i 4 Q, sl n• ' 8285 1 t-, Point Number 1742, Northirg-7 10 .94,tasting 4=2824 46 Thence North 23°19'18"Wes f' . 9 feet to the west ,,b k{e .forementioned Section 33 (Point Number 1743, Northing g3 ,28, Easting 48279 kr; Thence along said west line North 0'° #' ?'LW sjtrfeet to(Point Number 1745, Northing 764064.74, Easting 482777.23) Thence leaving said line in straight line segments through the following vertices, (Points 1746 through 1816 inclusive) Point Number 1746, Northing 764273.19, Easting 482828.16 Point Number 1747, Northing 764306.00,Easting 482840.50 Point Number 1748, Northing 764338.87, Easting 482863.78 Point Number 1749, Northing 764348.50, Easting 482900.75 Point Number 1750, Northing 764356.63, Easting 482960.97 Point Number 1751, Northing 764365.44, Easting 482984.57 Point Number 1752, Northing 764445.13,Easting 483017.03 Point Number 1753, Northing 764672.31, Easting 483096.72 Point Number 1754, Northing 764918.25, Easting 483189.79 Point Number 1755, Northing 765044.07, Easting 483244.37 Point Number 1756, Northing 765190.75, Easting 483308.03 Point Number 1757, Northing 765234.32, Easting 483347.84 i e21r2005-maw Ver.Otl.GLAND wa 7 03312404040-V WPo(.28783 e 160 WilsonMiller. OR: 4089 PG: 3779 New Directions In Planning,Design 8 Engineering Point Number 1758, Northing 765294.07, Easting 483416.29 Point Number 1759, Northing 765351.31, Easting 483449.87 Point Number 1760, Northing 765414.75, Easting 483476.00 Point Number 1761, Northing 765513.06, Fasting 483541.96 Point Number 1762, Northing 765641.62, Easting 483623.12 Point Number 1763, Northing 765712.19, Easting 483667.66 Point Number 1764, Northing 765856.94, Easting 483757.56 Point Number 1765, Northing 765866.49, Easting 483763.47 Point Number 1766, Northing 765889.26, Easting 483775.12 Point Number 1767, Northing 765973.51, Easting 483818.25 Point Number 1768, Northing 766126.56, Easting 483900.37 Point Number 1769, Northing 766252.37, Easting 483978.12 Point Number 1770, Northing 766263.44, Easting 483985.00 Point Number 1771, Northing 766306.13, Easting 484016.44 Point Number 1772, Northing 766310.75,- ti"0;484019.85 Point Number 1773, Northing 766371:75, "acting 4840 51.8q Point Number 1774, Northing 76.640:56;tasting 48410'11Point Number 1775, Northing 76;466`.31, Easting 48420 .4r Point Number 1776, Northing'766563.38, Easting 484314.7 Point Number 1777, Northing 766633:06; acting 484`40.43 Point Number 1778, Northing 766680`36, stip' 201097 Point Number 1779, Northing 766718. 3,'Eastip� 449 .5O Point Number 1780, Northir�g•76675f;2 , stin 484674.48 E--, Point Number 1781, Northing`766776,18,Fasting 48,47291'6 Point Number 1782, Northin 68801.06, Easting 484884.81 Point Number 1783, Northing 791.43, Easting 484 2J8• ,. Point Number 1784, Northing 766796 41, Easting 48499,,02-) Point Number 1785, Northing 766 1 j;3fi;Eastinq,4849:101 Point Number 1786, Northing 76675949 gsting'• t5004:61 Point Number 1787, Northing 766706.98,-Easting-485097.53 Point Number 1788, Northing 766553.55, Easting 485366.02 Point Number 1789, Northing 766552.14, Easting 485368.49 Point Number 1790, Northing 766546.68, Easting 485378.05 Point Number 1791, Northing 766546.62, Easting 485378.14 Point Number 1792, Northing 766546.57, Easting 485378.23 Point Number 1793, Northing 766546.57, Easting 485378.24 Point Number 1794, Northing 766546.56, Easting 485378,25 Point Number 1795, Northing 766546.56, Easting 485378.25 Point Number 1796, Northing 766546.56, Easting 485378.26 Point Number 1797, Northing 766546.56, Easting 485378.26 Point Number 1798, Northing 766546.56, Easting 485378.25 Point Number 1799, Northing 766544.99, Easting 485374.58 Point Number 1800, Northing 766543.99, Easting 485372.23 Point Number 1801, Northing 766538.07, Easting 485358.38 Point Number 1802, Northing 766531.94, Fasting 485340.12 Point Number 1803, Northing 766529.94, Easting 485313.75 wsa 2005-159088 VK 00.GLAND uMl U an 12,504-040-VWPo(.20703 16136 WiIMnMiller= OR: 4089 PG: 3780 New Directions In Planning,Design&Engineering Point Number 1804, Northing 766534.00, Easting 485297.53 Point Number 1805, Northing 766550.19, Easting 485297.53 Point Number 1806, Northing 766558.31, Easting 485277.25 Point Number 1807, Northing 766544.12, Easting 485244.81 Point Number 1808, Northing 766523.81, Easting 485236.68 Point Number 1809, Northing 766499.50,Easting 485250.88 Point Number 1810, Northing 766475.18, Easting 485269.12 Point Number 1811, Northing 766450.81, Easting 485275.21 Point Number 1812, Northing 766430.56, Easting 485285.35 Point Number 1813, Northing 766430.41,Easting 485285.35 Point Number 1814, Northing 766423.50, Easting 485285.35 Point Number 1815, Northing 766398.12, Easting 485285.35 Point Number 1816, Northing 766385.50,Easting 485283.37 Point Number 1471, Northing 766372.12,Easting 485281.28 POINT OF BEGINNING; Containing 51.37 acres more or ies : 1UR C00_,‘ Subject to easements of record. tis- Bearings are based on the north Vin- of Section 28,Town ttip 4. South, Range 28 East, Collier County, Florida being North ;600, 'East: • n C 01) O IITE Ci } l &23/2006.150000 Vac OW GLAND cAava 03303312-SO4-044>WORK.211763 9 1 . 0 6 __ WilsenMiller. OR: 4089 PG: 3781 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 7 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A, 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: , CO 1. DATE OF PHOTOGRAPHY:4/23;CQ�;�-'v=--' 4 2. NEGATIVE SCALE: 1:36000///(:2.1-7) 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED.1"=500'..4.----.4., 6 TECHNICAL IMAGERY HAS NOT B EEN"- TH R I ,IQDER TO MEET MINIMUM Ivy // STANDARDS OR NATIO ty,A1t MAP ,1 CURAC ANE4R S. f._, 7. VERTICAL ELEVATION CHANGES-VVI'L''G'AUSE'ORI A1>AQ SPLACEMENT. EVERY EFFORT HAS �,'- ., BEEN MADE TO MINIMIZETHIS EFFECT FOR CRC-' I A + RES. 8. IN AREAS WHERE TALL SIR.CTURES OR TREES . L; LEAN TO OBSTRUCT FEATU EXPOSURES WER. MO. AICKED IN AN EFFORT TO MINIMIZE �}k THE EFFECT. -1 /F' 1- .�-V 9. THIS PROD - IS SIMILAR IN ACCURA RE-CTIFIED ENLARGEMENTS, EXCEPT PRO P ►, IN • D.,. I'�i n RMAT. ., qIli) ,:,i • '' - DATE 8-08-05 1 , r M.LS#5627 7,; , O .' ' • C F�' ,ISTERED ENGINEERS AND LAND SURVEYORS. ':NOVA u.ftkdtU THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURV s"'44.4a ER. NOT$ASED O PULL SURVEY OF SUBJECT LANDS. CERTIFICATE'OF AUTHORIZATION#LB-43 REF 2H-99_- • 6,23/2 5.138688 Vcr 81I•GLAND C.1.110 03312•S01-048.VWRx-28787 ,.,, e 6 16116 , Wil Willer OR: 4089 PG: 3782 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 22 AND 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL B-OTHER LISTED SPECIES) (EXHIBIT E) All that part of Sections 22 and 27,Township 46 South, Range 28 East,Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 27, Township 46 South,Range 28 East,Collier County, Florida. Thence along said north line of said Section 27, North 88°59'47" East,544.11 feet,to the POINT OF BEGINNING;(Point Number 573,Northing 771170.47, Easting 488502.29); Thence along said north line North 88°59'47"East 777.69 feet to(Point Number 576,Northing 771184.10,Easting 489279.86) Thence leaving said line in straight-line m il—h' �f !lowing vertices,(Points 577 through 579 inclusive) -- Point Number 577, Northing 772465 Easting 489264.73 Point Number 578, Northing 77 549 92, asting\480589.1 HER INA:TER REFERRED TO AS PO NT`'A" 1 • Point Number 579,Northing 7 25 /1 , 1 'r• E ER REFERRED TO S I T " Thence along the east line of t ?Pi r i escrib p-rce'Sou 1342.58 feet to a point on said north line of said Secti (Point Number 580, + East.1Z1 20, Easting 491261.54) Thence along the north line of saki' ction 27 North 88° t 7"E 0.09 feet to(Point Number 581, Northing 771225.17, Easting 491 . 8 A) Thence leaving said line in straight-I �g ents through th -f iiq ing vertices,(Points 582 through 631 &573 inclusive) 4' ,,., C111`,../.- Point .--� g cR ' Point Number 582, Northing 772567.63,Easting '.36 Point Number 583, Northing 772573.53, Easting 491909.42 Point Number 584,Northing 771333.35, Easting 491920.69 HEREINAFTER REFERRED TO AS POINT"C" Point Number 585, Northing 771291.04, Easting 491800.20 Point Number 586, Northing 771341.91, Easting 491677.84 Point Number 587, Northing 771102.33, Easting 491749.23 Point Number 588, Northing 770950.54, Easting 491802.25 Point Number 589,Northing 770847.16, Easting 491828.92 Point Number 590, Northing 770739.68, Easting 491834.56 Point Number 591, Northing 770582.14,Easting 491856.71 Point Number 592, Northing 770335.17,Easting 491693.64 HEREINAFTER REFERRED TO AS POINT"D" Point Number 593, Northing 770318.76, Easting 491480.21 Point Number 594, Northing 770285.95,Easting 491343.49 Point Number 595,Northing 770139.90, Easting 491131.60 Point Number 596, Northing 770203.08, Easting 491077.35 Point Number 597, Northing 770363.89, Easting 491060.73 Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Batley Lane,Suite 200•Naples,Florida 34105.239.649.4040•Fax 239.643.5716 '—" wilsonm1ller,com 81238005.155882 Yee.011-TOSBOeNE 03312501-010--0 W11sonM11/I41nc.—FL L1c.1 LC-0000770 160 6 Wil ill a OR: 4089 PG: 3783 r New Directions lit Planning,Design&Engineering Point Number 598, Northing 770631.37, Easting 491052.73 HEREINAFTER REFERRED TO AS POINT"E" Point Number 599, Northing 770613.42, Easting 491021.75 Point Number 600, Northing 770574.76, Easting 490954.99 Point Number 601,Northing 770554.64, Easting 490878.23 Point Number 602, Northing 770563.43, Easting 490785.97 Point Number 603,Northing 770594.18, Easting 490689.32 Point Number 604, Northing 770642.52, Easting 490632.21 Point Number 605, Northing 770800.67, Easting 490509.19 Point Number 606, Northing 770936.87, Easting 490408.15 Point Number 607,Northing 771024.73, Easting 490307.11 Point Number 608, Northing 771033.52, Easting 490258.77 HEREINAFTER REFERRED TO AS POINT"F" Point Number 609, Northing 771046.70, Easting 490113.80 Point Number 610, Northing 771086.23, Easting 489995.17 Point Number 611, Northing 771125.77, Easting489815.Q6 Point Number 612, Northing 771130.16,,Egst0,019' tlS.r2 Point Number 613,Northing 771147.75 k6hg489503:1 I�T ,, Point Number 614, Northing 771147(�7 "Easting 489362.54 J\ Point Number 615, Northing 7711,35:54,fEasting 489340.85 Point Number 616, Northing 771191t5gasting 4893-1-t Point Number 617, Northing 77091}.86,Fasting 489147.00 Point Number 618,Northing 7 0901r77�= tfrjg148ff1�42,1 ERET�`{AFTER REFERRED TO 1( ( ' EJ) S`P:II1T'13" Point Number 619, Northing 7 g8�9�6.4t Fastir�g,481113,r-63 \ L �., Point Number 620, Northing 770,69 .93;•t'`aslinb 489131A1 ' Point Number 621, Northing 770615,98, Easting 489060.6, ,i Point Number 622, Northing 770753.62, Fasting 488917.2;. Q Point Number 623, Northing 7701,212- Easting 488903.80 L Point Number 624, Northing 770761\13asting 488901.24 C 2, Point Number 625, Northing 770769. Eastir -00'88857. ` Point Number 626, Northing 770790.89,�Eastiri686_5b1.. __: Point Number 627,Northing 770840.60, Easting-48875112 Point Number 628, Northing 770891.47, Easting 488628.50 Point Number 629, Northing 771021.10, Easting 488468.81 Point Number 630, Northing 771071.97, Easting 488450.25 Point Number 631, Northing 771160.59, Easting 488498.86 Point Number 573, Northing 771170.47, Easting 488502.29(POINT OF BEGINNING)HEREINAFTER REFERRED TO AS POINT"H" 0/232006.755002 Vic 011-TOSBORNE CAN] 03312SO4o,0--0 16136 WilsOiiMiller° 011: 4089 PG: 3784 New Dln;cgens in Planning,Design&Engineering LESS& EXCEPT THEREFROM THE FOLLOWING(13)PARCELS PARCEL BI COMMENCING at the northwest corner of Section 27,Township 46 South, Range 28 East,Collier County, Florida. Thence along said north line of said Section 27, North 88°59'47"East, 544.11 feet to(Point Number 573, Northing 771170.47, Easting 488502.29); Thence continue along said north line North 88°59'47"East 777.69 feet to(Point Number 576,Northing 771184.10, Easting 489279.86) Thence leaving said north line North 00°38'44"East 1342.51 feet to(Point Number 577,Northing 772526.52, Easting 489264.73); Thence along the north line of Parcel B North 88°59'17"East 827.19 feet to the POINT OF BEGINNING (Point Number 2230,Northing 772541.14, Egging-4 Co .51); Thence continue along the north line pC h-811 I r i- ein described North 88°59'17"East 472.26 feet to Point Number 2231,hfo�##iing 72549.48, East • 4 64.70 / Thence leaving said line in straiiht-li a merits-througkit e folio ing ertices,(Points 2232 through 2250&2230 inclusive) ll Point Number 2232,Northing 72 7. 9, :as • 4^i 5 1 .-- Point Number 2233, Northing ,.2 ',6.'3,--s :i5 1.98 . Point Number 2234, Northing7:9 Easting •ri,;i 98 Point Number 2235, Northing 7 .64, Easting 490576. Point Number 2236, Northing 7 1' 12,Easting 490542-:' Q Point Number 2237, Northing 77 8 . t,Easting 490509.66 Point Number 2238, Northing 7723 ?5, sting 490443.11 s,S. Point Number 2239, Northing 772371\.8WEas 4903• 8 Point Number 2240, Northing 772310.04,,E tis r ,Q30 Point Number 2241,Northing 772267.24, Easting 49. .95 Point Number 2242, Northing 772257.74, Easting 490233.92 Point Number 2243, Northing 772252.98, Easting 490167.36 Point Number 2244,Northing 772281.51, Easting 490100.80 Point Number 2245, Northing 772333.80, Easting 490038.99 Point Number 2246, Northing 772376.59, Easting 490024.73 Point Number 2247, Northing 772428.89, Easting 490024.73 Point Number 2248, Northing 772485.94, Easting 490034.24 Point Number 2249, Northing 772518.00,Easting 490056.44 Point Number 2250,Northing 772518.31, Easting 490073.33 Point Number 2230,Northing 772541.14, Easting 490092.51)(POINT OF BEGINNING) Containing 2.70 acres more or less. i 1 $232005.135802 Ver.011-T0580RNE CIAO ry3 03312,SO4-040..0 1606 is nMiller' OR: 4089 PG: 3785 New Directions In Planning,Design&Engineering PARCEL B2 BEGINNING at the aforementioned POINT"B"(Point Number 579, Northing 772561.73,Easting 491249.29) Thence along the east line of the aforementioned Parcel B and the east line of the herein described Parcel South 00°31'22"East 555.10'to(Point Number 2276,Northing 772006.64, Easting 491254.35); Thence leaving said east line in straight-line segments through the following vertices,(Points 2277 through 2286 inclusive) Point Number 2277, Northing 772010.52,Easting 491184.77 Point Number 2278, Northing 772015.27, Easting 491141.99 Point Number 2279, Northing 772043.80,Easting 491089.68 Point Number 2280,Northing 772110.35, Easting 491037.39 Point Number 2281, Northing 772186.42, Easting 490989.85 Point Number 2282, Northing 772267.24,Easting-4909 84 Point Number 2283, Northing 772352.82; a t 511 75 9 Point Number 2284, Northing 772476 1,,,e-a_Stng49't©13,: 'V , Point Number 2285, Northing 77253Easting 491024.9 . Point Number 2286, Northing 77 5 . 0, Easting 491029.71 Thence along the north line of he =f. i•' •7.71- 7", orth line of the herein described Parcel North 88°58'31"East 2 9.6 f t t P" N b: ° h g 72561.73, Easting 491249.29); (POINT OF BEGINNING) t'1 Containing 3.03 acres more or c &2.12005.155062 Vac oft-TOSBORNE 4 CAM °3312-SO4-016.0 1613 6 WilsonMiller� OR: 4089 PG: 3786 New Directions In Planning,Design&Engineering PARCEL B3 COMMENCING at the aforementioned POINT A(Point Number 578,Northing 772549.92,Easting 490589.15); Thence South 34°09'44"East,628.90 feet,to the POINT OF BEGINNING;(Point Number 2262,Northing 772029.53, Easting 490942.31) Thence in straight-line segments through the following vertices,(Points 2263 through 2275&2262 inclusive) Point Number 2263, Northing 771977.23, Easting 490956.57 Point Number 2264, Northing 771929.70, Easting 490942.31 Point Number 2265,Northing 771901.16, Easting 490923.29 Point Number 2266, Northing 771879.17, Easting 490936.13 Point Number 2267, Northing 771877.39, Easting 490932.80 Point Number 2268,Northing 771877.39, Easting-49087.9.99 Point Number 2269, Northing 771891.66,-7491180;4"4, Point Number 2270, Northing 771939rQ� 90766, QT�, i Point Number 2271, Northing 7720.06.4 E�,.* 490756.89 Point Number 2272, Northing 77?62 & Easting 490758.66 Point Number 2273, Northing 77 0341.2 l=ash 07-8(466 Point Number 2274, Northing 7720 8.06, ,a 'n ,A9•804.4 Point Number 2275, Northing 72 8.9 -s •a;§, / Point Number 2262, Northing 72 9 53, as in- 4°i9• • *INT OF ;EGINNING) t'° Containing 0.66 acres more or I ` T PARCEL B4 �. COMMENCING at the aforementione 61 -(Raint-N bb79,Northing 772561.73, Easting 491249.29) ITE' ;Cy IV" Thence along the east line of the aforementioned Parcel B South 00°31'22"East 668.46 feet to the POINT OF BEGINNING(Point Number 2251,Northing 771893.29, Easting 491255.39); Thence continue along the east line of the aforementioned Parcel B and the east line of the herein described parcel South 00°3122"East 339.82 feet to(Point Number 2252, Northing 771553.48, Easting 491258.49); Thence leaving said east line in straight-line segments through the following vertices,(Points 2253 through 2260&2251 inclusive) Point Number 2253,Northing 771553.02, Easting 491243.26 Point Number 2254, Northing 771573.12, Easting 491199.04 Point Number 2255,Northing 771620.66, Easting 491141.99 Point Number 2256,Northing 771668.21, Easting 491108.71 Point Number 2257, Northing 771730.01, Easting 491113.46 Point Number 2258, Northing 771782.30, Easting 491127.72 Point Number 2259,Northing 771834.61, Easting 491161.00 r 323/20053155882 Ver.OWTOSBORNE °""' 5 03312.504-040..0 160 6 • WiIsOnMiller' OR: 4089 PG: 3787 New Directions In Planning,Design&Engineering Point Number 2260,Northing 771886.90, Easting 491208.55 Point Number 2251, Northing 771893.29, Easting 491255.39(POINT OF BEGINNING) Containing 0.85 acres more or less PARCEL 85 BEGINNING at the aforementioned POINT C(Point Number 584,Northing 771333.35, Easting 491920.69); Thence along the south line of the aforementioned Parcel B the following(2)two courses&distances; 1) South 70°39'09"West 120.70 feet to(Point Number 585,Northing 771291.04, Easting 491800.20) 2) North 67°25'28"West 34.57 feet to(Point Number 2287, Northing 771304.32, Easting 491768.27) Thence leaving said south line in straight-line s4gments th ough the following vertices, (Points 2288 through 2292 inclusive) ',- E, CQ A,i Point Number 2288, Northing 7713- . 'vesting 491793.3 'I�, Point Number 2289,Northing 77189 . , Easting 491831.35 Point Number 2290, Northing 77/143 .'5 iEasting_49a.8 4f63 Point Number 2291, Northing 7714 .75` ing ,'1897:9 Point Number 2292, Northing 714 r• 5a 9• ' Thence along the east line of e . r:m- fio a P: - :�'0,t 1 1°;11,"East 116.49 feet to the POINT OF BEGINNING(Poin Nu i b:r 5:r, o hi. • 7th 333.5 , Ea ' 491920.69) Nu Containing 0.32 acres more or 64 .7 ® PARCEL B6 eS BEGINNING at the aforementioned POI a-(Front elplaibr59 , Northing 770335.17, Easting 491693.64); Thence along the south line of the aforementioned Parcel B the following(3)three courses&distances; 1) South 85°36'12"West 214.06 feet to(Point Number 593, Northing 770318.76, Easting 491480.21) 2) South 76°30'04"West 140.60 feet to(Point Number 594,Northing 770285.95,Easting 491343.49) 3) South 55°25'24"West 205.15 feet to(Point Number 2310, Northing 770170.09, Easting 491175.40 Thence leaving said south line in straight-line segments through the following vertices,(Points 2311 through 2320 Inclusive) Point Number 2311,Northing 770175.50, Easting 491175.37 Point Number 2312,Northing 770229.10,Easting 491194.86 • Point Number 2313,Northing 770280.26, Easting 491250.90 Point Number 2314, Northing 770316.81, Easting 491367.86 --- 69312005.155832 Vlr.Oil-TOS8ORNE 0331 V 3312SOtd0..0 0 160 6 W%Is$nMiller� OR: 4089 PG: 3788 New Directions In Planning,Design&Engineering Point Number 2315, Northing 770338.74,Easting 491445.83 Point Number 2316, Northing 770355.80, Easting 491523.80 Point Number 2317, Northing 770358.24, Easting 491596.90 Point Number 2318, Northing 770389.91, Easting 491677.30 Point Number 2319, Northing 770404.54, Easting 491726.04 Point Number 2320, Northing 770404.73, Easting 491739.56 Thence along the east line of the aforementioned Parcel B South 33°26'12"West 83.35 feet to(Point Number 592, Northing 770335.17, Easting 491693.64)(POINT OF BEGINNING) Containing 0.47 acres more or less PARCEL 87 COMMENCING at the aforementioned POINT E(Point Number 598,Northing 770631.37, Easting 491052.73) Thence along the west line of the afor rit r �rc(1.- t .Q1°42'47"East 81.17 feet to(Point Number 2323,Northing 770550.24 491055.16)POl 49,F, EGINNING; Thence leaving said west line in 770550./4,74 gttgre ments ugh th folio ing vertices,(Points 2324 through 2326 inclusive) / 7 Point Number 2324,Northing 704 4.: _as 4 4' .1st Point Number 2325, Northing 701 5. • -s 4'11(118 1-4 Point Number 2326, Northing 7al a #1 • •94 99 Thence along the west line of thaf�q ementioned Parcel4!fpIIq (3)three courses&distances; 1) North 40°39'18"West 25.5 fe t' oint Number 596V,N.- PJC: 770203.08, Easting 491077.35 � �9 ) 2) North 05°53'55"West 161.6 e .14 t iYumber5.5924% 5 ti� cthing 770363.89, Easting 491060.73) 3) North 01°42'47"West 186.43 fef lur tsb k2&'Northing 770550.24,Easting 491055.16) POINT OF BEGINNING; Containing 0.08 acres more or less PARCEL B8 COMMENCING at the aforementioned POINT E(Point Number 598,Northing 770631.37, Easting 491052.73) Thence along the south line of the aforementioned Parcel B the following(2)two courses&distances; 1) South 59°55'07"West 35.81 feet to(Point Number 599, Northing 770613.42, Easting 491021.75) 2) South 59°55'10"West 63.45 feet to(Point Number 2376, Northing 770581.62, Easting 490966.84)POINT OF BEGINNING IVT3r2QO8.155802 V°r.011.TOSBORNE G"'.' 7 03312-SO4-040—0 16136 - wiIsq nMiller` OR: 4089 PG: 3789 New Directions In Planning,Design&Engineering Thence continue along said south line the following(2)two courses&distances; j 1) South 59°55'10"West 13.69 feet to(Point Number 600, Northing 770574.76, Easting 490954.99) 2) South 75°18'59"West 79.36 feet to(Point Number 601,Northing 770554.64, Easting 490878.23) Thence leaving said south line North 73°04'01" East 92.63 feet to(Point Number 2376, Northing 770581.62, Easting 490966.84)POINT OF BEGINNING Containing 0.003 acres more or less PARCEL B9 COMMENCING at the aforementioned POINT E(Point Number 598, Northing 770631.37, Easting 491052.73) _ Thence North 00°02'35" East 97.34 feet to,(PAntiqurtibec 2328, Northing 770728.71, Easting 491052.81) POINT OF BEGINNING; \-1,--—_..,. 1N>N Thence leaving said line in straight`-Ii a egments through the fol�int,vertices,(Points 2329 through 2370 &2328 inclusive) / --`_ / ill.._� ------J-\ Point Number 2329, Northing 71707 ?f,A- 4st - Point Number 2330, Northing70695. 3, is4m 49110 9 Point Number 2331, Northing 7007. 6, sting491140: 3 Point Number 2332,Northing 17`0'09. 4{,Esting 4'90976.49 Point Number 2333, Northing 770624.93, Easting 490904159 Point Number 2334, Northing 77ç64.93, Easting 490838.6.] Point Number 2335, Northing 770 „2:„.5.2, Easting 490785.97 U Point Number 2336, Northing 770 73.?� \Fasting 490724.46 ,S Point Number 2337, Northing 770704i Fasting 490693:-7 Point Number 2338, Northing 770730.3$;Easi;G 1906 i 06', Point Number 2339, Northing 770787.49, Easting490646:3x9 Point Number 2340, Northing 770844.60, Easting 490636.60 Point Number 2341,Northing 770897.33, Easting 490627.81 Point Number 2342, Northing 770928.08, Easting 490632.21 Point Number 2343, Northing 771003.81, Easting 490653.16 Point Number 2344, Northing 771092.94, Easting 490699.84 Point Number 2345, Northing 771166.44, Easting 490734.66 Point Number 2346, Northing 771183.27, Easting 490742.62 Point Number 2347, Northing 771216.55, Easting 490809.19 Point Number 2348, Northing 771197.53, Easting 490894.76 Point Number 2349, Northing 771159.50, Easting 490980.34 Point Number 2350,Northing 771083.43, Easting 491056.41 Point Number 2351, Northing 771007.36, Easting 491113.46 Point Number 2352, Northing 770964.57, Easting 491127.72 Point Number 2353,Northing 770907.52, Easting 491132.48 Point Number 2354, Northing 770861.27, Easting 491143.15 Point Number 2355, Northing 770860.07, Easting 491144.07 Point Number 2356, Northing 770856.70, Easting 491147,12 &5Y2005-155802 Ver.011,T058ORNE 8 CA143 V 03.312-504-040--0 .,., e 1 6 0 6 • ifl , it % e OR: 4089 : 3790 New Directions In Planning,Design&Engineering { Point Number 2357, Northing 770854.62, Easting 491151.45 Point Number 2358, Northing 770853.97, Easting 491156.09 Point Number 2359,Northing 770849.49, Easting 491168.28 Point Number 2360, Northing 770846.12, Easting 491171.80 Point Number 2361, Northing 770837.61, Easting 491180.47 Point Number 2362, Northing 770827.19, Easting 491188.00 Point Number 2363, Northing 770818.22, Easting 491192.97 Point Number 2364, Northing 770798.18, Easting 491196.84 Point Number 2365, Northing 770767.23, Easting 491196.84 Point Number 2366, Northing 770758.79, Easting 491192.16 Point Number 2367, Northing 770742.84, Easting 491175.28 Point Number 2368, Northing 770735.34, Easting 491167.77 Point Number 2369, Northing 770727.84, Easting 491147.13 Point Number 2370, Northing 770720.33, Easting 491129.31 Point Number 2328, Northing 770728.71, Easting 491052.81 (POINT OF BEGINNING) Containing 5.40 acres more or less ��PACot] j' e RCEL B101\1:?)_, COMMENCING at the aforemen ion POINT'P.(P.oint_Number 6 8, N rthing 771033.52, Easting 490258.77) i Thence North 44°45'14"West210.8 -feet�tq.(�iri be 6, rthig 771183.27, Easting 490110.31)POINT OF BEGI1NIN - ( +) ) Thence leaving said line in str 61V-we segrhents t r u ' the f I©wi 1&vertices, (Points 2385 through 2427&2385 inclusive) `, Point Number 2386, Northing 77'}1 , 3, Easting 490048.50 Point Number 2387, Northing 771 1 79;Easting 489962.93 /eS Point Number 2388, Northing 771240: ZjEa ting_4$9929.95s Point Number 2389, Northing 771306.88;Eastir 49884., 0. Point Number 2390, Northing 771382.95, Easting-489839.31 Point Number 2391, Northing 771497.05, Easting 489796.53 Point Number 2392, Northing 771596.89, Easting 489739.47 Point Number 2393, Northing 771649.19, Easting 489701.44 Point Number 2394,Northing 771687.22, Easting 489649.14 Point Number 2395, Northing 771763.29, Easting 489596.85 Point Number 2396, Northing 771853.62, Easting 489582.58 Point Number 2397, Northing 771934.45, Easting 489582.58 Point Number 2398, Northing 771986.74, Easting 489596.85 Point Number 2399, Northing 772020.02, Easting 489611.11 Point Number 2400,Northing 772067.56, Easting 489634.88 Point Number 2401, Northing 772110.35, Easting 489677.67 Point Number 2402, Northing 772110.35, Easting 489709,98 Point Number 2403, Northing 772110.35, Easting 489734.72 Point Number 2404, Northing 772100.84, Easting 489820.30 Point Number 2405, Northing 772067.56, Easting 489896.37 Point Number 2406, Northing 772039.04, Easting 489920.14 Point Number 2407, Northing 771991.50, Easting 489929.65 8,23/1005-155882 Ver.011.7OSBORNE 9 03312-SO4-04 0 160 6 iIson ll e OR: 4089 PG; 3791 New Directions In Planning,Design&Engineering Point Number 2408, Northing 771962.97, Easting 489958.17 Point Number 2409, Northing 771939.20, Easting 490005.71 Point Number 2410, Northing 771953.46, Easting 490096.05 Point Number 2411, Northing 771972.48, Easting 490153.10 Point Number 2412, Northing 771996.25, Easting 490276.71 Point Number 2413, Northing 771986.74, Easting 490348.02 Point Number 2414, Northing 771962.97, Easting 490395.56 Point Number 2415, Northing 771929.69, Easting 490428.84 Point Number 2416, Northing 771829.85, Easting 490428.84 Point Number 2417, Northing 771782.31, Fasting 490414.58 Point Number 2418, Northing 771734.77, Easting 490371.79 Point Number 2419, Northing 771691.98, Easting 490338.51 Point Number 2420, Northing 771630.17, Easting 490319.50 Point Number 2421, Northing 771577.87, Easting 490319.50 Point Number 2422, Northing 771506.56, Easting 490343.27 Point Number 2423, Northing 771420.98, Easting 490357.53 Point Number 2424, Northing 771335.41„ Ea$kiR924q0X4'78 Point Number 2425, Northing 771264..09, Ea t1r .Z9b3`29.o9V Point Number 2426, Northing 77129 . J,,Easting 490267.'20 ?)- Point Number 2427, Northing 771186_?, Easting 490186.38 \ Point Number 2385, Northing 77/18 .2c,-Easting 49. 0110)3,1 POINT OFF BEGINNING Containing 11.98 acres more or le ( 1;N)I,,,,,St•Lq3' 1 L i...4) COMMENCING at the aforemerntto ed POINT G (Point Number,6184 hing 770901.72, Easting 489142.88) \ r ) f t Thence along the south line of th\ ' ementioned Parcel'�io�'1h ' '23” East 10.03 feet to(Point Number 2439, Easting 770910.86\fiasti0�489147.00)POINTE GINNING; Thence leaving said line in straight-line rit h the_,o1(owing vertices, (Points 2440 through 2442 &616 inclusive) ' Point Number 2440, Fasting 770989.58, Easting 489182.41 Point Number 2441, Easting 771064.27, Easting 489243.92 Point Number 2442, Easting 771108.20,Easting 489292.25 Point Number 616, Northing 771119.05, Easting 489311.52 Thence along the south line of the aforementioned Parcel B South 37°48'37"West 275.09 feet to(Point Number 618, Northing 770901.72, Easting 489142.88)POINT OF BEGINNING. Containing 0.09 acres more or less 8232035-155882 Ver.011-T0580RNE 10 e) 04.1443 03312 S01040-o 1611 6 WilsOnMiller. OR: 4089 PG: 3792 New Directions In Planning,Design&Engineering PARCEL B12 COMMENCING at the aforementioned POINT G(Point Number 618,Northing 770901.72, Easting 489142.88) Thence along the south line of the aforementioned Parcel B South 54°09'52"West 8.95 feet to (Point Number 619, Northing 770896.48, Easting 489135.63)POINT OF BEGINNING; Thence continue along the south line of said Parcel B the following(4)four courses&distances; 1) South 38°19'09"West 3.25 feet to(Point Number 620, Northing 770893.93, Easting 489133.61) 2) South 43°05'32"West 106.74 feet to(Point Number 621,Northing 770815.98, Easting 489060.69) 3) South 66°30'37"West 156.45 feet to(Point Number 622, Northing 770753.62, Easting 488917.21) 4) North 57°19'18"West 153 jt1t �R�rt t u Tber 623, Northing 770762.23, Easting 488903.80) 0 11�� 1Y , Thence leaving said south line in tr tit-line segments throug he lowing vertices,(Points 2445 through 2446&619 inclusive) > ia— Point Number 2445, Northing 7078 - st 'g��4 9. Point Number 2446, Northing 701 •• 60 a fin 41 0;:.§0. Point Number 619,Northing 7 X088°•.• ;, st g 5 3 Pt,I F143GINNING ( Containing 0.09 acres more or � PARCEL B13; Commencing at the aforementioned R Or oint N b r�5,7q. orthing 771170.47, Easting 488502.29) f j1k��W� Thence along the north line of the aforementioned Parcel B North 88°59'47"East 87.05 feet to(Point Number 2211,Northing 771172.00, Easting 488589.32)POINT OF BEGINNING; Thence along the north line of the aforementioned Parcel B North 88°59'47"East 446.23 feet to(Point Number 2212, Northing 771179.82, Easting 489035.47) Thence leaving said north line in straight line segments through the following vertices,(Points 2213 through 2222&2211 inclusive); Point Number 2213,Northing 771103.81, Easting 489015.48 Point Number 2214, Northing 771029.12, Easting 488984.71 Point Number 2215,Northing 770972.01, Easting 488932.00 Point Number 2216, Northing 770945.65, Easting 488870.50 Point Number 2217, Northing 770941.26, Easting 488782.63 Point Number 2218, Northing 770954.44, Easting 488694.76 Point Number 2219, Northing 770980.80, Easting 488655.22 Point Number 2220, Northing 771029.12, Easting 488611.29 Point Number 2221, Northing 771086.23, Easting 488593.71 t23/2005.155601 Vac 011.105800u45 G"" 11 � i2-Sow1a-0 160 6 Wil roll illOR: 4089 PG: 3793 New Directions in Planning,Design&Engineering Point Number 2222, Northing 771160.93, Easting 488589.32 Point Number 2211, Northing 771172.00, Easting 488589.32 POINT OF BEGINNING Containing 1.96 acres more or less Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East,Collier County, Florida being North 89000'45" East. NET ACREAGE PARCEL B: 103.27- PARCEL B1:2.70 PARCEL 82:3.03 PARCEL B3:0.66 PARCEL B4:0.85 VA Q1��' CO �✓�J 'PARCEL B5:0.32 PARCEL B6:0.47 PARCEL B7:0.08 PARCEL B8:0.003 PARCEL B9:5.40 PARCEL B10: 11.98 Cp PARCEL B11:0.09 -71111111111yr PARCEL B12: 0.09 PARCEL B13: 1.96 0)' NET ACREAGE: 75.64 t LRC- �, _ IE CI 812 312 005.155002 Vey:00-TOSBORNE G..3 12 03312404.040.-0 160 6 WilsonMiller° OR: 4089 PG: 3794 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 8 OF 11). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRESATIQNS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: `•,ice Col 1. DATE OF PHOTOGRAPHY:4/23/0 A7 2. NEGATIVE SCALE: 1:36000// Q ' 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' _y 5. SCALE NOT TO EXCEED 1"=500'. "`— 6. THIS IMAGERY HAS NO BE T sa ' 9' - IN • E-.TO MEET MINIMUM TECHNICAL STANDAR S Q A I N.L M. - ' •C S • DARDS. 7. VERTICAL ELEVATION H G S IL • S '•RI� A ; J PLACEMENT.EVERY I EFFORT HAS BEEN MA IZ I: - FEC R BI ICAL FEATURES. 8. IN AREAS WHERE TALL CTURES OR TREE EAN T.9 TRUCT FEATURES, EXPOSURES WERE MOS I'QIQED IN AN EFFORT< NII fi HE EFFECT. 9. THIS PROD s IS SIMILA I . CCURACY TO RECTIE . LARGEMENTS,EXCEPT PROVIDED N A !IGITAL FC)-M,4 f,�\ LIP . 41E �'. �� BY n . .-' DATE 8-08-05 • ? S ' PSAA.LS#5627 W1.:.=-4.,,,,,,, `y ,, ► .' , ISTERED ENGINEERS AND LAND SURVEYORS. Ni ?t 4I1,,;,}* : .:T, SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL ,. 'Sf.J' YEY OF SUBJECT LANDS. ;h, c1:;;: .;fit; 6' �!E f*1Ci1 IZATION#LB-43 ii'Le. 54 ,•I „ r 8/2312005-1858e2 Vsr 011-TOSBORNE 003312-SO4040--0 13 1606 Wils&Mil r® OR: 4089 PG: 3795 We®Directions In Planning,Design&Fngineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7-PARCEL D1 -LARGE MAMMAL CORRIDOR) (EXHIBIT E) All that part of Sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida. Thence along said west line of said Section 33, South 00°28'34"East, 2199.96 feet; Thence leaving said line North 71°36'54"..East.9 -45.feet to the POINT OF BEGINNING; (Point Number 2502, Northing 763874.12,,Eakti�i A �6� r\ /�y ,, . -,dei >, , Thence leavingsaid line in strai�k 9 f f g rte segments througlTthe following vertices, (Points 2503 through 2524 &2594 through/28204-2850-through 3.330 ine usiVe) / /f l .'-.-t - , Point Number 2503, Northi g 7 6396 f 6r s rn � 4 Point Number 2504, Northing 7tfi4 06 6, asst ~837 Point Number 2505, Northing. 4 1 �, t,j4 837450 ;-, Point Number 2506, Northin �7 406 .82;f=astirl 463748:g Point Number 2507, Northing 7;& 087.38, Easting 483258. 5 Point Number 2508, Northing 764\1,25.62, Easting 48 6 5 O Point Number 2509, Northing 764169,49, Easting 483796:{Q3-) Point Number 2510, Northing 764204794;-Easting 4638:f40 Point Number 2511, Northing 7642i2:567,-Epririgft084042 Point Number 2512, Northing 764235.37,Eas-tinn' .483883.28 Point Number 2513, Northing 764253.13, Easting 483906.09 Point Number 2514, Northing 764284.37, Easting 483924.66 Point Number 2515, Northing 764516.49, Easting 483844.06 Point Number 2516, Northing 764763.07, Easting 483924.57 Point Number 2517, Northing 764791.72, Easting 483933.92 Point Number 2518, Northing 764791.75, Easting 483933.93 Point Number 2519, Northing 764842.68, Easting 483949.31 Point Number 2520, Northing 764884.75, Easting 483960.63 Point Number 2521, Northing 764917.94, Easting 483973.56 Point Number 2522, Northing 764920.14, Easting 483974.15 Point Number 2523, Northing 764951.06, Easting 483982.47 Point Number 2524, Northing 765013.01, Easting 484000.94 HEREINAFTER REFERRED TO AS POINT"A" Point Number 2594, Northing 765051.32, Easting 484012.37 Point Number 2595, Northing 765126.04, Easting 484034.19 Point Number 2596, Northing 765128.93, Easting 484035.04 Offices strategically located to serve our clients 800.649.4335 Naples/Corporate Office 3202 Bailey Lane,Suite 200•Naples,Florida 34105.239.649.4040• Fax 239.643.5716 wilsonmlller.corn 412172WS 1550e3 Ver.011-TOS$ORNE 1 . 03112-504-040.-0 WffeonMnler,/ne.--FL LIG./LC-C000170 160 6 WilsonMiller' OR: 4089 PG: 3796 New Directions In Planning,Design&Engineering Point Number 2597, Northing 765169.18, Easting 484048.74 Point Number 2598, Northing 765202.57, Easting 484060.09 Point Number 2599, Northing 765255.13, Easting 484078.68 Point Number 2600, Northing 765289.06, Easting 484090.03 Point Number 2601, Northing 765355.37, Easting 484111.03 Point Number 2602, Northing 765428.13, Easting 484130.43 Point Number 2603, Northing 765465.35, Easting 484136.13 Point Number 2604, Northing 765496.87, Easting 484140.96 Point Number 2605, Northing 765548.63, Easting 484145.81 Point Number 2606, Northing 765593.13, Easting 484155.50 Point Number 2607, Northing 765626.25, Easting 484163.59 Point Number 2608, Northing 765671.56, Easting 484174.91 Point Number 2609, Northing 765695.00, Easting 484180.59 Point Number 2610, Northing 765735.44, Easting 484198.37 Point Number 2611, Northing 765783.12,-Easting,484225.88 Point Number 2612, Northing 765816: ting 4$1247c69 Point Number 2613, Northing 76;763 sting 48427 i56.\ Point Number 2614, Northing 765, . ;43, Easting 484303 56 Point Number 2615, Northing'765946-.50,Easting 484334 2� Point Number 2616, Northing 765972.37; asting 464356.06\ Point Number 2617, Northing 76606306; "�`tir 84�373t84 �� Point Number 2618, Northing 786f�19'.25,iEasting .3 .34 Point Number 2619, Northi�tg,.7' 6Q51.633,tEas#m� 8439.09 1 c„d., Point Number 2620, Northir�9.7 088.00;tasti $4401 36 ` Point Number 2621, Northin ',7 6105.17, Easting 400193 00.3 Point Number 2622, Northing 766121.93, Easting 4844 .5 SO Point Number 2623, Northing 7661433,.93, Easting 4844o-244--// Point Number 2624, Northing 76i=5Q86r. asting 46446'64 Point Number 2625, Northing 7661'ee.12,:iE� stintg6-$4b3:75 Point Number 2626, Northing 766180.19;Easting 484414.28 Point Number 2627, Northing 766193.94, Easting 484429.63 Point Number 2628, Northing 766209.25, Easting 484458.75 Point Number 2629, Northing 766225.44, Easting 484500.79 Point Number 2630, Northing 766239.19, Easting 484542.03 Point Number 2631, Northing 766252.94, Easting 484578.44 Point Number 2632, Northing 766267.50, Easting 484609.15 Point Number 2633, Northing 766282.06, Easting 484635.03 Point Number 2634, Northing 766289.31, Easting 484662.53 Point Number 2635, Northing 766290.13, Easting 484699.72 Point Number 2636, Northing 766295.81, Easting 484745.82 Point Number 2637, Northing 766292.57, Easting 484783.81 Point Number 2638, Northing 766286.13, Easting 484823.43 Point Number 2639, Northing 766277.19, Easting 484858.22 Point Number 2640, Northing 766273.09, Easting 484889.63 Point Number 2641, Northing 766270.75, Easting 484907.54 Point Number 2642, Northing 766267.50, Easting 484955.25 i 6201205-155003 Ver 016 TO50ORNE 0 3l 2 00312-$0 040-o 1606 0 6 Wilson ille s OR: 4089 PG: 3797 New Ditections In Ptanning.Design&Engineering Point Number 2643, Northing 766269.68, Easting 484966.84 Point Number 2644, Northing 766272.37, Easting 484981.12 Point Number 2645, Northing 766274.11, Fasting 484991.70 Point Number 2646, Northing 766275.56, Easting 485000.53 Point Number 2647, Northing 766279.62, Easting 485026.41 Point Number 2648, Northing 766288.50, Easting 485053.91 Point Number 2649, Northing 766303.06, Fasting 485080.60 Point Number 2650, Northing 766316.01, Fasting 485116.97 Point Number 2651, Northing 766323.32, Easting 485142.03 Point Number 2652, Northing 766339.43, Easting 485177.62 Point Number 2653, Northing 766347.56, Fasting 485203.50 Point Number 2654, Northing 766353.19, Easting 485238.25 Point Number 2655, Northing 766352.38, Easting 485272.22 Point Number 2656, Northing 766352.38, Easting 485308.63 Point Number 2657, Northing 766345.9_4,-Wing-4853,43.37 Point Number 2658, Northing 766341:2�p,.S. tng_435 :72 Point Number 2659, Northing 766**25;Eisting 485i ?j:0)\ Point Number 2660, Northing 766$41.25, Easting 48538 . 5' Point Number 2661, Northing.?66,388:57;-Easting 485409.5 Point Number 2662, Northing 76ti33�''.06;Ea ting 48J5429.91 Point Number 2663, Northir7g 766335:47, stl 1 _ 85450 5 ta) Point Number 2664, Northing 766333. 0,IE str to3548 Point Number 2665, Northingr. 6 1 6s ih' f550 .9Point Number 2666, Northing x63 .75; Fasting552 ., Point Number 2667, Northin4t756331.20, Easting 485540.69 Point Number 2668, Northing'?6$,33.00, Easting 48555716 ,O Point Number 2669, Northing 7f�6334 62, Easting 48561 :A� Point Number 2670, Northing 7663 3f r t.Fasting 4$5 ?$'7 Point Number 2671, Northing 766337,Q8,; a ting14.659:56 Point Number 2672, Northing 766341.54,-Easting485695.64 Point Number 2673, Northing 766342.69, Easting 485704.85 Point Number 2674, Northing 766342.90, Easting 485707.69 Point Number 2675, Northing 766345.94, Easting 485747.69 Point Number 2676, Northing 766350.81, Easting 485782.47 Point Number 2677, Northing 766352.38, Easting 485835.03 Point Number 2678, Northing 766354.14, Easting 485863.07 Point Number 2679, Northing 766355.62, Fasting 485886.78 Point Number 2680, Northing 766357.68, Easting 485905.21 Point Number 2681, Northing 766360.50, Easting 485930.44 Point Number 2682, Northing 766358.88, Easting 485996.75 Point Number 2683, Northing 766362.65, Fasting 486068.44 Point Number 2684, Northing 766364.50, Easting 486103.50 Point Number 2685, Northing 766365.08, Easting 486121.05 Point Number 2686, Northing 766368.56, Easting 486225.59 Point Number 2687, Northing 766371.00, Easting 486286.15 Point Number 2688, Northing 766371.81, Easting 486306.44 82512U6.1,5803 Ver 011.TO.SE0RN E . 03312.504044•0 160 6 Wilson ille OR: 4089 PG: 3798 New Directions In Planning,Design&Engineering Point Number 2689, Northing 766373.00, Easting 486319.41 Point Number 2690, Northing 766376.69, Easting 486359.81 Point Number 2691, Northing 766377.12, Easting 486392.42 Point Number 2692, Northing 766377.49, Easting 486420.46 Point Number 2693, Northing 766378.25, Easting 486498.91 Point Number 2694, Northing 766380.24, Easting 486536.01 Point Number 2695, Northing 766383.94, Easting 486604.84 Point Number 2696, Northing 766383.94, Easting 486604.85 Point Number 2697, Northing 766383.99, Easting 486609.49 Point Number 2698, Northing 766379.18, Easting 486604.34 Point Number 2699, Northing 766362.32, Easting 486584.96 Point Number 2700, Northing 766362.31, Easting 486584.95 Point Number 2701, Northing 766354.07, Easting 486575.48 Point Number 2702, Northing 766354.07, Easting 486575.47 Point Number 2703, Northing 766287.87,-Eti�g; 86.99.36 Point Number 2704, Northing 766207.`3; ti g_ a6�,4, -.-20Point Number 2705, Northing 76.62;6Easting 486 5 Point Number 2706, Northing 76620.12, Easting 48645 : 2 Point Number 2707, Northing'76621:9.31;Easting 486430.9 Point Number 2708, Northing 766197``:03;, acting 486 07.01 Point Number 2709, Northing 76617 : 6-; r tiny 1127 Point Number 2710, Northing 76657. 9, E strn80 549 1 Point Number 2711, Northing-700:W/ t,osjmg,48632i,�.1 Point Number 2712, Northirig ' 6124.88,-Easting 44629074 , Point Number 2713, Northink76111.48, Easting 486268139/ Point Number 2714, Northing 706.190.06, Easting 4802'37J73..0 Point Number 2715, Northing 766090.67, Easting 486200\g-) Point Number 2716, Northing 760C(4.00„-Easting 4861j�" 3.,4 Point Number 2717, Northing 766075: 1', ting° 6.147:25 Point Number 2718, Northing 766070.74,`Easting-486181.79 Point Number 2719, Northing 766065.98, Easting 486175.33 Point Number 2720, Northing 766066.09, Easting 486176.60 Point Number 2721, Northing 766043.82, Easting 486201.50 Point Number 2722, Northing 766007.15, Easting 486201.50 Point Number 2723, Northing 765963.93, Easting 486194.95 Point Number 2724, Northing 765936.42, Easting 486193.64 Point Number 2725, Northing 765907.60, Easting 486196.26 Point Number 2726, Northing 765876.16, Easting 486198.87 Point Number 2727, Northing 765843.41, Easting 486200.19 Point Number 2728, Northing 765808.05, Easting 486201,50 Point Number 2729, Northing 765771.37, Easting 486196.26 Point Number 2730, Northing 765751.73, Easting 486193.64 Point Number 2731, Northing 765726.85, Easting 486194.95 Point Number 2732, Northing 765704.58, Easting 486200.19 Point Number 2733, Northing 765678.38, Easting 486204.11 Point Number 2734, Northing 765652.18, Easting 486213.29 a23/2006•u5e83 ver OW TOSBORNE 4 03312-SO4-040—0 1 6 Ei 6 IInMill OR: 4089 PG: 3799 Now Directions In Planning,Design&Engineering Point Number 2735, Northing 765625.99, Easting 486214.59 Point Number 2736, Northing 765608.95, Easting 486213.29 Point Number 2737, Northing 765577.52, Fasting 486217.22 Point Number 2738, Northing 765553.94, Easting 486217.22 Point Number 2739, Northing 765525.13, Easting 486211.98 Point Number 2740, Northing 765500.23, Easting 486208.05 Point Number 2741, Northing 765463.57, Fasting 486201.50 Point Number 2742, Northing 765425,58, Easting 486201.50 Point Number 2743, Northing 765394.14, Easting 486201.50 Point Number 2744, Northing 765361.39, Fasting 486202.80 Point Number 2745, Northing 765328.64, Easting 486202.80 Point Number 2746, Northing 765294.58, Easting 486196.26 Point Number 2747, Northing 765269.70, Easting 486200.19 Point Number 2748, Northing 765239.58, Easting 486209.35 Point Number 2749, Northing 765215.99, _, :,t 8486213.29 Point Number 2750, Northing 765211" 5,gEi 462 2:25 Point Number 2751, Northing 7651�7kO'Fastin 4 -6d ?8�1 Point Number 2752, Northing •65.1',4 64, Easting 48619. 6r Point Number 2753, Northing 765419:07 Easting 488197.5 Point Number 2754, Northing 76509$:1"- astin�g 486196.26 Point Number 2755, Northing 7P5flTr/E-#s- ng, 8 9 Point Number 2756, Northing 7,615 6 , Eastin 4 I Point Number 2757, Northing-.766 5 , �s m�4 620 .5.0 Point Number 2758, Northin ..765028`.69, a"stmg 486206 Point Number 2759, Northins�;7655019.91, Easting 466207;j03 Point Number 2760, Northing 1049\95.12, Easting 4882Q748,.0 Point Number 2761, Northing 764933\90, Easting 48620o'.Q, Point Number 2762, Northing 7649'3 ,68;Fasting 62 16?1 Point Number 2763, Northing 7649'29,1A lstiw ,624( :67 Point Number 2764, Northing 764917.35, Easting-488234.25 Point Number 2765, Northing 764919.98, Easting 486263.06 Point Number 2766, Northing 764926.53, Easting 486293.18 Point Number 2767, Northing 764919.98, Easting 486315.45 Point Number 2768, Northing 764925.21, Easting 486352.13 Point Number 2769, Northing 764927.63, Easting 486359.38 Point Number 2770, Northing 764926.51, Easting 486386.88 Point Number 2771, Northing 764926.51, Easting 486386.88 Point Number 2772, Northing 764919.98, Easting 486409.76 Point Number 2773, Northing 764919.98, Easting 486433.34 Point Number 2774, Northing 764924.00, Easting 486448.75 Point Number 2775, Northing 764924.00, Easting 486448.75 Point Number 2776, Northing 764922.43, Easting 486487.20 Point Number 2777, Northing 764919.98, Easting 486489.66 Point Number 2778, Northing 764913.42, Easting 486502.77 Point Number 2779, Northing 764913.42, Easting 486515.86 Point Number 2780, Northing 764920.77, Easting 486528.12 &232005-155883 Ver.01I.TOSEORME 033+2-S44D4O--0 CAS, 160 6 WilsOMiller. OR: 4089 PG: 3800 New Directions In Planning,Design&Engineering Point Number 2781, Northing 764919.90, Easting 486549.47 Point Number 2782, Northing 764910.80, Easting 486560.40 Point Number 2783, Northing 764901.63, Easting 486582.66 Point Number 2784, Northing 764896.39, Easting 486620.65 Point Number 2785, Northing 764896.39, Easting 486646.84 Point Number 2786, Northing 764902.94, Easting 486670.43 Point Number 2787, Northing 764910.80, Easting 486690.07 Point Number 2788, Northing 764913.42, Easting 486705.79 Point Number 2789, Northing 764901.63, Easting 486718.89 Point Number 2790, Northing 764889.84, Easting 486735.91 Point Number 2791, Northing 764891.15, Easting 486754.26 Point Number 2792, Northing 764899.02, Easting 486769.97 Point Number 2793, Northing 764909.50, Easting 486785.69 Point Number 2794, Northing 764908.18, Easting 486800.10 Point Number 2795, Northing 764896.39,_Ea ting,-486811.89 Point Number 2796, Northing 764899:Q2 ttir g 4$$3628:92 Point Number 2797, Northing 76,4 0 4;Fasting 4-868—*69‘ Point Number 2798, Northing 764896.39, Easting 486848: 6` \ Point Number 2799, Northing/7648V-.4-7r Esting 48,6889.17 Point Number 2800, Northing 764892:47;=. astigg 486916.68 Point Number 2801, Northing 7P488$:-54,- stip � Point Number 2802, Northing 1.1 75':4,Eastinh86 0 Point Number 2803, Northinq, 55,�9,,,E s n0"8696` .0i7 �., Point Number 2804 Northi 4 6.6(`r11 ,Eastir�g 46980186 Point Number 2805, Northin74855.79, Easting 486997.)89 .,,J Point Number 2806, Northing\ 6 €80.68, Easting 486.999 1'>O Point Number 2807, Northing 764895.08, Easting 48700$ Point Number 2808, Northing 764 0J+)7,.Easting 45701 Point Number 2809, Northing 76494 0ti Ttiig $ 02:11 Point Number 2810, Northing 764900.03; acting-487038.02 Point Number 2811, Northing 764900.04, Easting 487038.02 Point Number 2812, Northing 764900.04, Easting 487038.02 Point Number 2813, Northing 764896.39, Easting 487048.97 Point Number 2814, Northing 764884.60, Easting 487067.30 Point Number 2815, Northing 764884.60, Easting 487084.33 Point Number 2816, Northing 764897.43, Easting 487102.29 Point Number 2817, Northing 764897.43, Easting 487102.29 Point Number 2818, Northing 764897.25, Easting 487106.82 Point Number 2819, Northing 764897.25, Easting 487106.83 Point Number 2820, Northing 764895.08, Easting 487126.25 HEREINAFTER REFERRED TO AS POINT"B" Point Number 2850, Northing 764876.75, Easting 487148.52 Point Number 2851, Northing 764868.88, Easting 487185.19 Point Number 2852, Northing 764874.12, Easting 487207.46 Point Number 2853, Northing 764874.12, Easting 487231.04 Point Number 2854, Northing 764874.12, Easting 487245.45 823/2005 155883 Vcr.01!-TOSOORHE 6 C ViJ 03312404-040--0 1656 - Wil iller' OR: 4089 PG: 3801 New Directions In Planning,Design&Engineering Point Number 2855, Northing 764867.58, Easting 487278.19 Point Number 2856, Northing 764866.27, Easting 487295.22 Point Number 2857, Northing 764864.96, Easting 487326.66 Point Number 2858, Northing 764872.82, Easting 487343.69 Point Number 2859, Northing 764873.86, Easting 487357.33 Point Number 2860, Northing 764874.12, Easting 487360.72 Point Number 2861, Northing 764871.51, Easting 487386.91 Point Number 2862, Northing 764861.03, Easting 487431.44 Point Number 2863, Northing 764857.10, Easting 487453.71 Point Number 2864, Northing 764855.79, Easting 487482.54 Point Number 2865, Northing 764863.64, Easting 487506.11 Point Number 2866, Northing 764862.79, Easting 487508.29 Point Number 2867, Northing 764862.79, Easting 487508.29 Point Number 2868, Northing 764842.88, Easting 487517.53 Point Number 2869, Northing 764831.92,.E9stiT 8-487522.14 Point Number 2870, Northing 764794: 6, aetirig ; 7 Point Number 2871, Northing 76476&63;"tasting 4'8 77 Point Number 2872, Northing 76479.31, Easting 48754509' Point Number 2873, Northing'764739:31,Easting4 .7545.1 Point Number 2874, Northing 764737:50,'.EastiQg 48'7538.75 38.75 Point Number 2875, Northing 70474�- r stirs 48.75;t9(8- Point Number 2876, Northing 7,64 17: 7, E s4r g 48,____,759,2.yr Point Number 2877, Northrn 4239 g 7e 23, , Eas,ting,87499.93 E...., Point Number 2878, Northin -764736.88;Eastir4,07480128 , Point Number 2879, Northin, 64741.93, Easting 487„:472;69/ Point Number 2880, Northing9\43.81, Easting 4853�,�r1 0 Point Number 2881, Northing 738;19, Easting 48743$. Point Number 2882, Northing 7647�2;56 Eastiin 48.74 Point Number 2883, Northing 7647 T5.5G�d sti g $i43. .94 Point Number 2884, Northing 764704.19,-fasting-487426.13 Point Number 2885, Northing 764699.12, Easting 487412.91 Point Number 2886, Northing 764702.93, Easting 487397.78 Point Number 2887, Northing 764712.38, Easting 487377,03 Point Number 2888, Northing 764729.37, Easting 487347.44 Point Number 2889, Northing 764741.32, Easting 487328.56 Point Number 2890, Northing 764744.44, Easting 487316.63 Point Number 2891, Northing 764739.44, Easting 487294.59 Point Number 2892, Northing 764732.50, Easting 487292.06 Point Number 2893, Northing 764721.81, Easting 487293.31 Point Number 2894, Northing 764705.44, Easting 487299.62 Point Number 2895, Northing 764699.12, Easting 487310.94 Point Number 2896, Northing 764694.12, Easting 487328.56 Point Number 2897, Northing 764672.06, Easting 487357.54 Point Number 2898, Northing 764662.00, Easting 487370.72 Point Number 2899, Northing 764652.57, Easting 487390.25 Point Number 2900, Northing 764647.56, Easting 487407.21 W=005-15586.3 Ver.011.TO58ORNE 7 5M44 01312.541410-•0 1606 Wilsd►nMiller° OR: 4089 PG: 3802 r New Directions In Planning,Design&Engineering Point Number 2901, Northing 764644.38, Easting 487427.37 Point Number 2902, Northing 764646.25, Easting 487438.69 Point Number 2903, Northing 764648.81, Fasting 487451.91 Point Number 2904, Northing 764644.38, Easting 487472.06 Point Number 2905, Northing 764628.62, Easting 487480.87 Point Number 2906, Northing 764612.31, Easting 487480.26 Point Number 2907, Northing 764583.31, Easting 487494.09 Point Number 2908, Northing 764563.19, Easting 487502.25 Point Number 2909, Northing 764553.47, Easting 487505.56 Point Number 2910, Northing 764550.62, Easting 487506.53 Point Number 2911, Northing 764511.62, Easting 487498.06 Point Number 2912, Northing 764473.50, Easting 487482.81 Point Number 2913, Northing 764444.69, Fasting 487470.93 Point Number 2914, Northing 764415.06, Easting 487452.32 Point Number 2915, Northing 764364 24F- tirig-487421.81 Point Number 2916, Northing 7643,36:6,7 ttngl * 2:29 Point Number 2917, Northing 794806;68, Easting 48736?914\ Point Number 2918, Northing 764250.69, Easting 487343.04 \ Point Number 2919, Northing'764216.00,Eastng 4 7315.91, \` Point Number 2920, Northing 76&4183:8-1;.Easti g 47292.19\ Point Number 2921, Northing 7'8417Z112;X:Osti 48.7 7' Point Number 2922, Northing 7{64 70. 3 E s� ig 4bJ 1.8' i Point Number 2923, Northi' 764 5 5 E stj 8723 . 8 Point Number 2924, NorthirW-'T4't5 .28,1=asting 724 Point Number 2925, Northing ,764141.62, Easting 487219 23 J, Point Number 2926, Northin Ts41,18.25, Easting 401813 0 Point Number 2927, Northing 7640$7.49,Easting 487167 Point Number 2928, Northing 764{6 :44; actin 487144.19/ Point Number 2929, Northing 764035. ;jglstingt4$:109:76 Point Number 2930, Northing 764021.07;Eastirig 4879.00 Point Number 2931, Northing 764008.76, Easting 487043.33 Point Number 2932, Northing 763992.77, Fasting 487001.51 Point Number 2933, Northing 763979.24, Easting 486971.98 Point Number 2934, Northing 763971.61, Fasting 486952.91 Point Number 2935, Northing 763944.39, Easting 486881.99 Point Number 2936, Northing 763943.46, Easting 486881.89 Point Number 2937, Northing 763937.42, Easting 486841.59 Point Number 2938, Northing 763921.43, Easting 486819.45 Point Number 2939, Northing 763899.28, Easting 486810.84 Point Number 2940, Northing 763847.62, Easting 486819.45 Point Number 2941, Northing 763824.24, Easting 486818.21 Point Number 2942, Northing 763807.03, Easting 486809.61 Point Number 2943, Northing 763793.49, Easting 486792.38 Point Number 2944, Northing 763789.81, Easting 486765.32 Point Number 2945, Northing 763796.28, Easting 486728.62 Point Number 2946, Northing 763820.02, Easting 486695.01 i MY2005.155883 Ver:Oil-TOSBO6NE u,u 8 03312504 04 0--0 C .,.,. 1 6 0 6 _ WilsonMille ° OR: 4089 PG: 3843 New Directions In Planning,Design&Engineering Point Number 2947, Northing 763846.39, Easting 486676.75 Point Number 2948, Northing 763859.93, Easting 486663.23 Point Number 2949, Northing 763857.46, Easting 486650.92 Point Number 2950, Northing 763852.54, Easting 486636.16 Point Number 2951, Northing 763847.01, Easting 486627.37 Point Number 2952, Northing 763818.86, Easting 486551.02 Point Number 2953, Northing 763820.92, Easting 486523.48 Point Number 2954, Northing 763849.21, Easting 486459.64 Point Number 2955, Northing 763869.73, Easting 486410.72 Point Number 2956, Northing 763868.29, Easting 486400.83 Point Number 2957, Northing 763886.98, Easting 486348.32 Point Number 2958, Northing 763896.83, Easting 486306.49 Point Number 2959, Northing 763891.91, Easting 486269.58 Point Number 2960, Northing 763873.45, Easting 486236.38 Point Number 2961, Northing 763851.31,-Esting-486206.85 Point Number 2962, Northing 763824: 4" §tiitg 4861 940 Point Number 2963, Northing 76.3 9g;"Pasting 4864 Q2,0, Point Number 2964, Northing 76$774.35, Easting 48610 . ,5 Point Number 2965, Northing7687 :74;EBsting_486082. Point Number 2966, Northing 763764:T47, asting 4$6060.47 Point Number 2967, Northing 7637;0611p astirig:486\t 4217 Point Number 2968, Northii g 70061111 E st'fr g 4!!_3_6040.W Point Number 2969, Northit�g 76,316 33, E sting 486070.1 b._., Point Number 2970, Northing.7 3878;E stih�4$60F / Point Number 2971, Northin4:-7 581.91, Easting 48176461 Point Number 2972, Northing\7ti 564.70, Easting 4860-¢ .9 .0/ Point Number 2973, Northing 'f 355485, Easting 48604 .1 Point Number 2974, Northing 7635r6�-,47,Easting_4860 Point Number 2975, Northing 763588..0 'p sti g 869,7-.?3 Point Number 2976, Northing 763613.98,Easting 485986.77 Point Number 2977, Northing 763620.05, Easting 485984.21 Point Number 2978, Northing 763655.72, Easting 485976.82 Point Number 2979, Northing 763675.41, Easting 485962.06 Point Number 2980, Northing 763690.17, Easting 485950.99 Point Number 2981, Northing 763724.61, Easting 485941.15 Point Number 2982, Northing 763747.98, Easting 485936.23 Point Number 2983, Northing 763777.37, Easting 485929.08 Point Number 2984, Northing 763793.49, Easting 485925.16 Point Number 2985, Northing 763824.24, Easting 485928.85 Point Number 2986, Northing 763857.46, Easting 485936.23 Point Number 2987, Northing 763890.68, Easting 485932.53 Point Number 2988, Northing 763892.40, Easting 485931.83 Point Number 2989, Northing 763930.04, Easting 485916.54 Point Number 2990, Northing 763964.48, Easting 485914.09 Point Number 2991, Northing 763995.24, Easting 485909.17 Point Number 2992, Northing 764002.61, Easting 485910.40 8123/2006-155000 Ver.017-TOS80RNE 9 (i) ..13 .7 03312-SO4-040—0 Wiiss►nMiller° ORS 4a�9 � a 3�a4 New Directions In Planning,Design&Engineering 1 Point Number 2993, Northing 764018.60, Easting 485944.84 I Point Number 2994, Northing 764024.75, Easting 485975.59 Point Number 2995, Northing 764016.15, Easting 486028.48 Point Number 2996, Northing 764000.16, Easting 486083.85 Point Number 2997, Northing 763973.09, Easting 486165.03 Point Number 2998, Northing 763955.87, Easting 486195.78 Point Number 2999, Northing 763946.03, Easting 486219.15 Point Number 3000, Northing 763948.49, Easting 486252.37 Point Number 3001, Northing 763960.79, Easting 486280.66 Point Number 3002, Northing 763979.24, Easting 486292.96 Point Number 3003, Northing 764017.38, Easting 486304.03 Point Number 3004, Northing 764062.89, Easting 486311.42 Point Number 3005, Northing 764092.41, Easting 486301.57 Point Number 3006, Northing 764126.86, Easting 486292.96 Point Number 3007, Northing 764151.46,-Eastinc�-486273.28 Point Number 3008, Northing 764195: 41 6�stir�g48, 22- 4 Point Number 3009, Northing 7642-Wl% sting 486 �rr'`7 Point Number 3010, Northing 764218.64, Easting 486210: - ` Point Number 3011, Northing'764268.-32;Eesting48,5217.9 Point Number 3012, Northing 76429'2-.92;: asti g 46246.22 Point Number 3013, Northing 76429-62; sttii 8486?8,1- rr Point Number 3014, Northirjj�g 70 89:23, 6sttng /363�32.:'Y Point Number 3015, Northirtg,.7 4732�,4.,,,,E��'sing '8636' .30 , Point Number 3016, Northing. 254'79;-i=a ti g 6397 Ji Point Number 3017, Northin'q`47�4243.72, Easting 486,4.33 19 . Point Number 3018, Northin0p4228.96, Easting 486: 6.570 Point Number 3019, Northing 7 185 91, Easting 4864 ?d Point Number 3020, Northing 764.49;00,_.Easting 4866 669 Point Number 3021, Northing 7641 4 7-1; ti g $654.3:27 Point Number 3022, Northing 764087.49; asting-486612.79 Point Number 3023, Northing 764085.03, Easting 486661.99 Point Number 3024, Northing 764109.63, Easting 486703.82 Point Number 3025, Northing 764128.09, Easting 486798.54 Point Number 3026, Northing 764152.69, Easting 486899.41 Point Number 3027, Northing 764169.91, Easting 486969.53 Point Number 3028, Northing 764212.97, Easting 487028.56 Point Number 3029, Northing 764268.32, Easting 487066.70 Point Number 3030, Northing 764331.05, Easting 487085.16 Point Number 3031, Northing 764383.95, Easting 487090.08 Point Number 3032, Northing 764424.54, Easting 487085.16 Point Number 3033, Northing 764494.66, Easting 487060.55 Point Number 3034, Northing 764537.71, Easting 487027.34 Point Number 3035, Northing 764590.61, Easting 486980.59 Point Number 3036, Northing 764650.88, Easting 486963.37 Point Number 3037, Northing 764719.77, Easting 486963.37 Point Number 3038, Northing 764770.21, Easting 486968.29 823/200`.,55803 V°r.OtI.TOSBORHE 10 o3�+z-sos-ao-o U� 1606 Wilson iller OR: 4089 PG: 3805 r New Directions In Planning,Design&Engineering Point Number 3039, Northing 764796.04, Easting 486971.98 Point Number 3040, Northing 764816.95, Easting 486957.22 Point Number 3041, Northing 764819.40, Easting 486925.24 Point Number 3042, Northing 764813.26, Easting 486908.01 Point Number 3043, Northing 764807.11, Easting 486882.18 Point Number 3044, Northing 764807.11, Easting 486850.20 Point Number 3045, Northing 764802.19, Easting 486804.69 Point Number 3046, Northing 764799.72, Easting 486757.95 Point Number 3047, Northing 764792.35, Easting 486714.89 Point Number 3048, Northing 764780.05, Easting 486652.16 Point Number 3049, Northing 764745.60, Easting 486625.09 Point Number 3050, Northing 764706.24, Easting 486586.96 Point Number 3051, Northing 764681.64, Easting 486551.28 Point Number 3052, Northing 764659.50, Easting 486488.55 Point Number 3053, Northing 764647.19,.Eetsting-486457.80 Point Number 3054, Northing 764625:g�5)ktastir g 4* 9 Point Number 3055, Northing 764001:45;Easting 486.3 bop Point Number 3056, Northing 764584.78, Easting 48633 . 0 Point Number 3057, Northing464,537:7-1 Eastin 48.6,342.1 9 Point Number 3058, Northing 76,4498`: ,7\\ 3 , ting 486327.40 Point Number 3059, Northing 7644 :91;~ asng-486 O-i7 Point Number 3060, Northing 764431: 2, E stet ' 86,2 1, Point Number 3061, Northi g.76.4 17 6,g��stin 48627 .05i ) R Point Number 3062, Northi 0, 1 40363, Ea`stirrg"4t6259 i Point Number 3063, Northin06 370.42, Easting 4a6?21.82/ Point Number 3064, Northing\764 56.88, Easting 480, 7(01.O Point Number 3065, Northing 7643_9,35, Easting 48617 . Point Number 3066, Northing 764• '8 6; 864Easting 47)?8 Point Number 3067, Northing 76444 4.86, $fingg 41$,1-T4: 0 Point Number 3068, Northing 764426.08;-Easting-486672.16 Point Number 3069, Northing 764435.14, Easting 486019.92 Point Number 3070, Northing 764435.81, Easting 485988.03 Point Number 3071, Northing 764423.18, Easting 485942.85 Point Number 3072, Northing 764407.91, Easting 485917.61 Point Number 3073, Northing 764372.04, Easting 485866.46 Point Number 3074, Northing 764332.17, Easting 485811.32 Point Number 3075, Northing 764279.03, Easting 485775.45 Point Number 3076, Northing 764216.58, Easting 485756.84 Point Number 3077, Northing 764174.73, Easting 485746.88 Point Number 3078, Northing 764138.19, Easting 485741.57 Point Number 3079, Northing 764093.02, Easting 485730.94 Point Number 3080, Northing 764062.46, Easting 485695.73 Point Number 3081, Northing 764034.56, Easting 485667.82 Point Number 3082, Northing 764016.63, Easting 485645.90 Point Number 3083, Northing 763995.36, Easting 485623.32 Point Number 3084, Northing 763967.47, Easting 485609.37 =mom- Ver.Olt-T0s8ORNE 11 CMI, 03312-SO4-040.•0 . I 6 D 6 INiIsinM®lleirm OR: 4089 PG: 3806 New Directions In Planning,Design&Engineering Point Number 3085, Northing 763934.25, Easting 485603.39 Point Number 3086, Northing 763892.39, Easting 485603.39 Point Number 3087, Northing 763865.16, Easting 485612.03 Point Number 3088, Northing 763841.25, Easting 485624.64 Point Number 3089, Northing 763816.00, Easting 485643.25 Point Number 3090, Northing 763794.74, Easting 485671.82 Point Number 3091, Northing 763766.84, Easting 485711.67 Point Number 3092, Northing 763751.07, Easting 485730.37 Point Number 3093, Northing 763734.37, Easting 485753.06 Point Number 3094, Northing 763696.31, Easting 485787.47 Point Number 3095, Northing 763661.87, Easting 485818.25 Point Number 3096, Northing 763640.12, Easting 485865.37 Point Number 3097, Northing 763636.50, Easting 485894.35 Point Number 3098, Northing 763619.52, Easting 485918.63 Point Number 3099, Northing 763611.18,.Easting,-485930.56 Point Number 3100, Northing 763584' O a ting($,5929..17 Point Number 3101, Northing 763 70,763584r Easting 856 r*. Point Number 3102, Northing 7635 G.54,Easting 485923:* Point Number 3103, Northing/763. 55:00,-Eesting 48,5921.54 Point Number 3104, Northing 76,3536`:87, asci g 485121.54 Point Number 3105, Northing 76354,4.115; #stip 85 1 Point Number 3106, Northing 7, 93\4'3, Eastin . 9 . .,/2" Point Number 3107, Northing_7 3 75,89,: ti ' 1__5 �. E 's n� t}8590 4� Point Number 3108, Northirlg..7 X34. 5:31;-Easting- 589 79 Point Number 3109, Northing`703466.25, Easting 48 85129 .. )/ Point Number 3110, Northing`�:788 59.00, Easting 488,13 3 _.Q 1 Point Number 3111, Northing 76442 68, Easting 4858 . Point Number 3112, Northing 76341.6..12,Easting 4658 2/ Point Number 3113, Northing 763386.58' stiig,485869 2 Point Number 3114, Northing 763346.68tirtg-485811.03 Point Number 3115, Northing 763345.07, Easting 485811.52 Point Number 3116, Northing 763330.24, Easting 485815.95 Point Number 3117, Northing 763310.43, Easting 485821.87 Point Number 3118, Northing 763297.75, Easting 485829.12 Point Number 3119, Northing 763252.50, Easting 485843.62 Point Number 3120, Northing 763221.68, Easting 485856.31 Point Number 3121, Northing 763176.37, Easting 485876.22 Point Number 3122, Northing 763174.92, Easting 485876.99 Point Number 3123, Northing 763141.99, Easting 485894.35 Point Number 3124, Northing 763105.74, Easting 485917.91 Point Number 3125, Northing 763056.87, Easting 485943.25 Point Number 3126, Northing 763056.57, Easting 485943.37 Point Number 3127, Northing 762997.06, Easting 485966.81 Point Number 3128, Northing 762973.67, Easting 485973.27 Point Number 3129, Northing 762944.57, Easting 485981.31 Point Number 3130, Northing 762902.88, Easting 485984.94 r--„, alarms-155863 Ver.011-7OS8ORNE 1 CAN.t 03312-S04044.0 1613 6 WilsonMille OR: 4089 PG: 3807 New Directions In Planning,Design&Engineering Point Number 3131, Northing 762877.51, Easting 485984.94 Point Number 3132, Northing 762825.01, Easting 485983.12 Point Number 3133, Northing 762808.69, Easting 485983.12 Point Number 3134, Northing 762756.13, Easting 485972.25 Point Number 3135, Northing 762752.51, Easting 485954.12 Point Number 3136, Northing 762748.78, Easting 485935.53 Point Number 3137, Northing 762745.26, Easting 485917.91 Point Number 3138, Northing 762719.94, Easting 485899.79 Point Number 3139, Northing 762701.82, Easting 485872.62 Point Number 3140, Northing 762698.19, Easting 485847.25 Point Number 3141, Northing 762694.57, Easting 485832.75 Point Number 3142, Northing 762683.69, Easting 485825.50 Point Number 3143, Northing 762660.13, Easting 485818.25 Point Number 3144, Northing 762632.94, Easting 485814.66 Point Number 3145, Northing 762607.63,-Wing-485811.03 Point Number 3146, Northing 762587.Wtattir g4.831 5 Point Number 3147, Northing 76�a 50,07,l=asting 485827'134 Point Number 3148, Northing 76251:50, Easting 48583x: 4` Point Number 3149, Northing/7625QG.06;Easting_485836.4 Point Number 3150, Northing 76248 .88;Easting 485' 38.19 Point Number 3151, Northi g 76245 . 6,6, - 85 Point Number 3152, Northing 7,2 59. 7,'4st��g''4858 4:-.W Point Number 3153, Northing-7 2443, 3, jmg 485864.7 f-.., Point Number 3154, Northin ..7 `2441.82, stin'T 441587~1': 4 Point Number 3155, Northin 7 2�436.38, Easting 485891. 5 Point Number 3156, Northingg7t'12444.69, Easting 4859Q7 6, .O Point Number 3157, Northing 7454\57, Easting 48592- Point Number 3158, Northing 762457., 7,Easting 48596835• Point Number 3159, Northing 76244t2,'t s#g 6903:84 Point Number 3160, Northing 762438.06, sti g-485985.50 Point Number 3161, Northing 762411.56, Easting 485975.57 Point Number 3162, Northing 762395.00, Easting 485965.63 Point Number 3163, Northing 762376.81, Easting 485960.68 Point Number 3164, Northing 762347.00, Easting 485952.41 Point Number 3165, Northing 762320.50, Easting 485947.44 Point Number 3166, Northing 762302.32, Easting 485944.12 Point Number 3167, Northing 762289.06, Easting 485930.87 Point Number 3168, Northing 762287.56, Easting 485923.31 Point Number 3169, Northing 762284.07, Easting 485906.04 Point Number 3170, Northing 762279.12, Easting 485891.15 Point Number 3171, Northing 762265.87, Easting 485881.22 Point Number 3172, Northing 762256.36, Easting 485876.89 Point Number 3173, Northing 762247.68, Easting 485872.94 Point Number 3174, Northing 762243.06, Easting 485871.53 Point Number 3175, Northing 762241.47, Easting 485876.51 Point Number 3176, Northing 762236.13, Easting 485893.25 8.73/2005-155883 Var 0t I•TOSOORNE 13 03312.504040--0 160 6 WilsonMiller' OR: 4089 PG: 3808 New Directions In Planning,Design&Engineering Point Number 3177, Northing 762237.01, Easting 485912.44 Point Number 3178, Northing 762239.56, Easting 485932.50 Point Number 3179, Northing 762237.88, Easting 485950.81 Point Number 3180, Northing 762242.18, Easting 485983.06 Point Number 3181, Northing 762251.81, Easting 486011.84 Point Number 3182, Northing 762264.00, Easting 486038.00 Point Number 3183, Northing 762276.19, Easting 486054.60 Point Number 3184, Northing 762282.32, Easting 486063.32 Point Number 3185, Northing 762290.18, Easting 486069.41 Point Number 3186, Northing 762304.13, Easting 486067.66 Point Number 3187, Northing 762307.63, Easting 486065.91 Point Number 3188, Northing 762310.24, Easting 486054.60 Point Number 3189, Northing 762311.12, Easting 486052.85 Point Number 3190, Northing 762314.56, Easting 486044.12 Point Number 3191, Northing 762323.44,-Ea ti9R-48f-041.16 Point Number 3192, Northing 7623465ting 4.4,60, z12 Point Number 3193, Northing 76 ;1=asting 486(S�i7� Point Number 3194, Northing 7 2. 9.19, Easting 48606 t Point Number 3195, Northing;?6244&19;Eesting 486095.44, Point Number 3196, Northin6 762480°:82, astirg1.86' 28.04 Point Number 3197, Northiri'g 76249$: tirt4861$ 43 r \ Point Number 3198, Northing 70236' 4, E st ng 48.51157.8 Point Number 3199, Northing._? 1, ,Eks ink 48619 .8 �.., Point Number 3200, Northiri _7 3.19;-Easfii 48.622 8 Point Number 3201, Northin .76 611.25, Easting 48f?33 10 -..,D Point Number 3202, Northing\\ 2f\38.38, Easting 486 421, .0 Point Number 3203, Northing 762647.44, Easting 4862. 2/ Point Number 3204, Northing 76265 1,_i=asting 062,6* Point Number 3205, Northing 76267ti 44;9 l tig $,62 4-:69 Point Number 3206, Northing 762701.82;Easting4-86312.81 Point Number 3207, Northing 762721.75, Easting 486354.47 Point Number 3208, Northing 762741.63, Easting 486387.06 Point Number 3209, Northing 762719.94, Easting 486417.88 Point Number 3210, Northing 762712.69, Easting 486477.65 Point Number 3211, Northing 762730.76, Easting 486513.88 Point Number 3212, Northing 762770.63, Easting 486539.25 Point Number 3213, Northing 762810.51, Easting 486537.44 Point Number 3214, Northing 762846.68, Easting 486532.00 Point Number 3215, Northing 762868.43, Easting 486521.13 Point Number 3216, Northing 762881.13, Easting 486524.75 Point Number 3217, Northing 762901.73, Easting 486535.74 Point Number 3218, Northing 762926.13, Easting 486567.27 Point Number 3219, Northing 762937.32, Easting 486600.84 Point Number 3220, Northing 762943.50, Easting 486625.50 Point Number 3221, Northing 762944.90, Easting 486631.13 Point Number 3222, Northing 762946.38, Easting 486637.06 t n 8/22J2005-155063 ver.05.TOSBORNE 14 wu 03912-SO4-6W,-0 1606 ilsOnMille a OR: 4089PG: 3809 New Directions In Planning,Design&Engineenng Point Number 3223, Northing 762957.18, Easting 486658.78 Point Number 3224, Northing 762966.24, Easting 486676.90 Point Number 3225, Northing 762958.99, Easting 486705.90 Point Number 3226, Northing 762932.56, Easting 486733.06 Point Number 3227, Northing 762902.07, Easting 486733.90 Point Number 3228, Northing 762880.00, Easting 486731.38 Point Number 3229, Northing 762848.69, Easting 486728.85 Point Number 3230, Northing 762820.75, Easting 486728.00 Point Number 3231, Northing 762790.25, Easting 486728.85 Point Number 3232, Northing 762765.69, Easting 486732.21 Point Number 3233, Northing 762733.51, Easting 486736.47 Point Number 3234, Northing 762705.50, Easting 486739.00 Point Number 3235, Northing 762685.18, Easting 486742.41 Point Number 3236, Northing 762630.12, Easting 486751.72 Point Number 3237, Northing 762582.69Y E tir)g-486759.34 Point Number 3238, Northing 762531:SO,AaSti.g 4486x. �;:72 Point Number 3239, Northing 7624,7k81;fasting 48677?81\\,\ Point Number 3240, Northing 76244 4.82, Easting 486770:62' Point Number 3241, Northing/7624 :62;Fastin 466745.6\ Point Number 3242, Northin0 76241 .64;€a ti g 486 29.22 Point Number 3243, Northing -0808771238,/,2,, Point Number 3244, Northing 72 63. 2, Easttd 486 8 .94 Point Number 3245, Northing.7 ?360 58, ,sting 8668 .4p, E, Point Number 3246, Northir� � 2350`.742Easti g ,.66 .4'11 . '' Point Number 3247, Northin `762330.89, Easting 4 P,651 93 Point Number 3248, Northing 752310.22, Easting 48666.5; .O Point Number 3249, Northing 7622925, Easting 486599;9 Point Number 3250, Northing 7628 r`36;.Easting 486 6 , Point Number 3251, Northing 762185=.5 ;�.�gsti g 4,664;x1:'47 Point Number 3252, Northing 762180.05;Fasting-486486.05 Point Number 3253, Northing 762157.77, Easting 486462.09 Point Number 3254, Northing 762137.10, Easting 486436.73 Point Number 3255, Northing 762118.13, Easting 486410.07 Point Number 3256, Northing 762100.95, Easting 486382.23 Point Number 3257, Northing 762095.51, Easting 486372.48 Point Number 3258, Northing 762057.77, Easting 486303.05 Point Number 3259, Northing 762047.88, Easting 486283.88 Point Number 3260, Northing 762034.47, Easting 486254.04 Point Number 3261, Northing 762023.05, Easting 486223.38 Point Number 3262, Northing 762018.68, Easting 486209.68 Point Number 3263, Northing 762000.62, Easting 486150.30 Point Number 3264, Northing 761995.61, Easting 486132.65 Point Number 3265, Northing 761988.29, Easting 486100.76 Point Number 3266, Northing 761983.07, Easting 486068.46 Point Number 3267, Northing 761979.97, Easting 486035.89 Point Number 3268, Northing 761979.01, Easting 486003.19 8'2/2005.155009 Ver..011-TOS8ORNp 15 0�12s04040--0 .,.,I 160 6 Wils&&Miller` OR: 08PG: 3810 New Directions In Planning,Design&Engineering Point Number 3269, Northing 761980.20, Easting 485970.49 Point Number 3270, Northing 761983.51, Easting 485937.94 Point Number 3271, Northing 761988.96, Easting 485905.63 Point Number 3272, Northing 761991.98, Fasting 485891.75 Point Number 3273, Northing 761996.38, Easting 485872.82 Point Number 3274, Northing 761999.16, Easting 485880.46 Point Number 3275, Northing 762004.81, Easting 485896.00 Point Number 3276, Northing 762031.63, Easting 485908.18 Point Number 3277, Northing 762075.43, Easting 485920.38 Point Number 3278, Northing 762116.87, Fasting 485925.25 Point Number 3279, Northing 762148.56, Easting 485927.69 Point Number 3280, Northing 762172.94, Easting 485908.18 Point Number 3281, Northing 762184.63, Easting 485875.07 Point Number 3282, Northing 762187.56, Easting 485866.78 Point Number 3283, Northing 762194.81,-Easting-485846.41 Point Number 3284, Northing 762199: 8 to tit'tg44458, 2,66 Point Number 3285, Northing 762' 9 3, Fasting 485�1i5t Point Number 3286, Northing 762194.87, Easting 485749452 Point Number 3287, Northing,7621$7.56,-Eastin 4&5723.G Point Number 3288, Northing 762163::19, asticig 4 ?88.91 Point Number 3289, Northing 7621 .O , a tir�q-,1,85\68t 85684: Point Number 3290, Northiiig 7621012 E s 4856 62 n9 ;.... Point Number 3291, Northing_7620, 1, E s�ti 48573 i8 �, Point Number 3292, Northirng. '1209.4.9 , a'stir1g-4857 Point Number 3293, Northin ,•762090.06, Easting 48-5;796 13// .. Point Number 3294, Northingg762063.31, Easting 48581 7t0 Point Number 3295, Northing 7620218, Easting 48581 16,-/ Point Number 3296, Northing 762Q;0� .38,..t=asting 485,33Q;2 Point Number 3297, Northing 761999_3 ;jpasti gt446846:1�9 Point Number 3298, Northing 761995.;Easting-485869.22 Point Number 3299, Northing 761995.45, Easting 485870.28 Point Number 3300, Northing 761746.30, Easting 485863.97 Point Number 3301, Northing 761721.69, Easting 485759.35 Point Number 3302, Northing 761702.00, Easting 485653.82 Point Number 3303, Northing 761706.92, Easting 485546.85 Point Number 3304, Northing 761741.38, Easting 485335.16 Point Number 3305, Northing 761775.02, Easting 485123.47 Point Number 3306, Northing 761737.28, Easting 484966.97 Point Number 3307, Northing 761640.46, Easting 484775.59 Point Number 3308, Northing 761603.54, Easting 484675.08 Point Number 3309, Northing 761589.59, Easting 484514.88 Point Number 3310, Northing 761540.36, Easting 484363.29 Point Number 3311, Northing 761439.44, Easting 484237.76 Point Number 3312, Northing 761313.91, Easting 484135.81 Point Number 3313, Northing 761173.60, Easting 484058.89 Point Number 3314, Northing 760965.20, Easting 484004.23 6123/200 155803 Ver 011.T0550514E 16 03312-504-040--0 c . . 1606 6 Wilson ill re OR: 4089 PG: 3811 Y New Directions In Planning,Design&Engineering Point Number 3315, Northing 760821.61, Easting 483943.20 Point Number 3316, Northing 760707.56, Easting 483831.00 Point Number 3317, Northing 760599.26, Easting 483708.75 Point Number 3318, Northing 760435.98, Easting 483496.14 Point Number 3319, Northing 760344.09, Easting 483362.19 Point Number 3320, Northing 760363.78, Easting 483204.56 Point Number 3321, Northing 760415.47, Easting 483110.20 Point Number 3322, Northing 760441.73, Easting 483006.41 Point Number 3323, Northing 760413.83, Easting 482901.39 Point Number 3324, Northing 760326.86, Easting 482858.62 Point Number 3325, Northing 760215.27, Easting 482855.54 Point Number 3326, Northing 760204.59, Easting 482840.62 Point Number 3327, Northing 760213.19, Easting 482845.19 Point Number 3328, Northing 760236.38, Easting 482851.81 Point Number 3329, Northing 760281.06,Easting,482.843.54 Point Number 3330, Northing 7602 �1�`.�4 'astirig 4.828 8,57 --�,' `\1):" ,, 4 Y Thence North 69°05'29"West 3 i, feet to a point on t eh we Qne of the aforementioned Section 33(Point Number 33y31, Northing-750302.50, Eastit� 48' 808.48) 1 / i,., , "'---4 Thence along said west Iine/Nort . . ° $ "� t 4 a58fe to(Point Number 3335, Northing 760952.05, Easting 482803+09 � i / \ � Thence leaving said west li�e n straight tine-segmi? is th u ht, following following vertices (Points 3336 through 3546&2502 i blur ve) ,.-LSI Point Number 3336, Northing 7taQ9 .14, Easting 4828 . Point Number 3337, Northing 76b93`4,96, asting 4628467 Point Number 3338, Northing 760927:..9'Y stinA42.855:-87 Point Number 3339, Northing 760918.77, a"tire-482892.44 Point Number 3340, Northing 760921.81, Easting 482922.91 Point Number 3341, Northing 760943.14, Easting 482968.62 Point Number 3342, Northing 760964.47, Easting 482992.99 Point Number 3343, Northing 760994.95, Easting 483005.18 Point Number 3344, Northing 761031.51, Easting 483008.23 Point Number 3345, Northing 761092.45, Easting 483008.23 Point Number 3346, Northing 761141.21, Easting 483023.46 Point Number 3347, Northing 761193.01, Easting 483044.79 Point Number 3348, Northing 761223.48, Easting 483066.12 Point Number 3349, Northing 761263.09, Easting 483105.74 Point Number 3350, Northing 761302.70, Easting 483133.16 Point Number 3351, Northing 761324.03, Easting 483169.73 Point Number 3352, Northing 761342.31, Easting 483203.24 Point Number 3353, Northing 761375.83, Easting 483227.62 Point Number 3354, Northing 761403.26, Easting 483248.95 Point Number 3355, Northing 761415.44, Easting 483267.23 B13r2005-155563 Ver.Mt-TOSBORNE 1 7 uwa oaau-sa<wa-0 . 1606 WilsenMiller' OR: 4089 PG: 3812 New Directions In Planning,Design&Engineering Point Number 3356, Northing 761391.07, Easting 483312.94 Point Number 3357, Northing 761348.41, Easting 483331.22 Point Number 3358, Northing 761314.89, Easting 483370.83 Point Number 3359, Northing 761290.51, Easting 483407.40 Point Number 3360, Northing 761287.47, Easting 483440.92 Point Number 3361, Northing 761299.65, Easting 483477.48 Point Number 3362, Northing 761330.13, Easting 483501.86 Point Number 3363, Northing 761366.69, Easting 483511.00 Point Number 3364, Northing 761445.92, Easting 483514.05 Point Number 3365, Northing 761491.62, Easting 483504.91 Point Number 3366, Northing 761522.09, Easting 483447.01 Point Number 3367, Northing 761567.80, Easting 483383.02 Point Number 3368, Northing 761598.27, Easting 483358.65 Point Number 3369, Northing 761647.02, Easting 483358.65 Point Number 3370, Northing 761692.73,-EAsti g 483386.07 0,\ Point Number 3371, Northing 761729: E'a tirjg4834, 59 Point Number 3372, Northing 761 7- 75 7 Fasting 483459:'2Q_, Point Number 3373, Northing 761181.10, Easting 483498:81 Point Number 3374, Northing17618`02:43;-Easfi 483544.5' Point Number 3375, NorthinO 764814 6Y,'Fasting 483 84.13 Point Number 3376, Northing 7 1838\ /;=askn1`830K7t7 Point Number 3377, Northing 7, 18/18. 0,lE st n9 367 Point Number 3378, Northirk 7 188.7 4, E s inb 483709.08 f-9 Point Number 3379, Northin' 789915:17;� ting3757r8' t�� Point Number 3380, Northin6 76't948.69, Easting 483794.38 Point Number 3381, Northing'7t 1b79.16, Easting 483827(9.rte Point Number 3382, Northing 7600` 49, Easting 48385 Point Number 3383, Northing 762Q°14,77,�Easting4$38 Point Number 3384, Northing 762030:98', as Ti g X39. .:88 Point Number 3385, Northing 762027.91,-Ea—Ming-484007.68 Point Number 3386, Northing 762027.91, Easting 484065.57 Point Number 3387, Northing 762052.29, Easting 484108.23 Point Number 3388, Northing 762073.62, Easting 484160.03 Point Number 3389, Northing 762091.90, Easting 484199.64 Point Number 3390, Northing 762119.32, Easting 484236.21 Point Number 3391, Northing 762152.84, Easting 484272.77 Point Number 3392, Northing 762195.50, Easting 484312.39 Point Number 3393, Northing 762222.92, Easting 484342.86 Point Number 3394, Northing 762238.16, Easting 484428.18 Point Number 3395, Northing 762262.54, Easting 484495.21 Point Number 3396, Northing 762286.91, Easting 484531.78 Point Number 3397, Northing 762344.81, Easting 484574.44 Point Number 3398, Northing 762378.33, Easting 484611.00 Point Number 3399, Northing 762396.61, Easting 484671.94 Point Number 3400, Northing 762424.03, Easting 484745.07 Point Number 3401, Northing 762454.50, Easting 484793.83 er211200 155803 Ver Ott.TOS8ORNE 18 0331240404a.0 I. 6 LI o - WilsonMiller@ OR: 4089 PG: 3813 New Directions In Planning,Design&Engineering Point Number 3402, Northing 762484.97, Easting 484839.53 Point Number 3403, Northing 762509.35, Easting 484866.96 Point Number 3404, Northing 762548.96, Easting 484909.62 Point Number 3405, Northing 762555.06, Easting 484961.42 Point Number 3406, Northing 762555.06, Easting 485028.45 Point Number 3407, Northing 762542.87, Easting 485077.21 Point Number 3408, Northing 762536.78, Easting 485129.01 Point Number 3409, Northing 762542.87, Easting 485162.53 Point Number 3410, Northing 762561.15, Easting 485196.04 Point Number 3411, Northing 762576.39, Easting 485220.42 Point Number 3412, Northing 762606.86, Easting 485244.80 Point Number 3413, Northing 762609.91, Easting 485324.02 Point Number 3414, Northing 762588.58, Easting 485381.92 Point Number 3415, Northing 762588.58, Easting 485424.58 Point Number 3416, Northing 762604.9 ,--E4 tig 485440.12 Point Number 3417, Northing 76262- .k1 to g-f4i5 , 0 Point Number 3418, Northing 7020A ,44;Easting 4854 Point Number 3419, Northing 7627 7.56, Easting 485464:2$ Point Number 3420, Northingr7627 1:65;Easting_485437.26 Point Number 3421, Northing 762798:681;Eastirg 485}431.22\ Point Number 3422, Northing 7628R:71; stint '485 40;\091 Point Number 3423, Northing 702864:11, E sting _b4 : .25 Point Number 3424, Northing 7'62 88;�7ti�E sting 54 .29 E..., Point Number 3425, Northtn ,,76292`7,13,-Easting`4� 5488c18 / Point Number 3426, Northin:7,62933.94, Easting 481)35// Point Number 3427, Northing 70434.83, Easting 485 QQ.?2.0 Point Number 3428, Northing ''62936 94, Easting 485544) ) Point Number 3429, Northing 76793 4,Easting 4856.5 Point Number 3430, Northing 7629 .2.Z Eesti g 855U 5 Point Number 3431, Northing 762906.9 ;Easting-485584.50 Point Number 3432, Northing 762906.94, Easting 485632.60 Point Number 3433, Northing 762969.50, Easting 485650.46 Point Number 3434, Northing 762991.06, Easting 485656.63 Point Number 3435, Northing 763031.69, Easting 485652.23 Point Number 3436, Northing 763102.26, Easting 485644.59 Point Number 3437, Northing 763210.44, Easting 485653.62 Point Number 3438, Northing 763257.75, Easting 485641.01 Point Number 3439, Northing 763300.63, Easting 485629.56 Point Number 3440, Northing 763363.69, Easting 485584.50 Point Number 3441, Northing 763365.31, Easting 485539.85 Point Number 3442, Northing 763366.74, Easting 485500.35 Point Number 3443, Northing 763340.49, Easting 485469.48 Point Number 3444, Northing 763315.62, Easting 485440.25 Point Number 3445, Northing 763222.43, Easting 485404.19 Point Number 3446, Northing 763162.38, Easting 485365.10 Point Number 3447, Northing 763108.77, Easting 485359.77 8/23/2005-1558E53 Ver:CM-TOSBORNE 31 12-SO4-040--0 1 0e, 1606 fl fuer@ OR: 4089 PG: 3814 Y New Directions In Planning,Design&Engineering Point Number 3448, Northing 763077.09, Easting 485379.23 Point Number 3449, Northing 763053.02, Easting 485371.71 Point Number 3450, Northing 763037.09, Easting 485361.76 Point Number 3451, Northing 763005.24, Easting 485335.88 Point Number 3452, Northing 762991.31, Easting 485329.91 Point Number 3453, Northing 762959.45, Easting 485315.96 Point Number 3454, Northing 762921.63, Easting 485311.98 Point Number 3455, Northing 762895.75, Easting 485296.06 Point Number 3456, Northing 762887.79, Easting 485284.12 Point Number 3457, Northing 762877.83, Easting 485264.20 Point Number 3458, Northing 762867.88, Easting 485252.27 Point Number 3459, Northing 762860.64, Easting 485249.05 Point Number 3460, Northing 762870.87, Easting 485187,78 Point Number 3461, Northing 762858.81, Easting 485166.75 Point Number 3462, Northing 762867.81,- stig-486079.59 Point Number 3463, Northing 7629 0: �3 _. t _i g 4860 8: 7 Point Number 3464, Northing 762 44'r ,-Easting 4850 ,-?'46\., Point Number 3465, Northing 762946.57, Easting 485034:82' Point Number 3466, Northing/7629$3:32,Easting 485065.7 Point Number 3467, Northin6 76,8032':28;= asci g 4$59 89.17 Point Number 3468, Northing7630-6. sk�i 85 6 9 Point Number 3469, Northing 7� 3 21'�0,Eastinp-'831 . , Point Number 3470, Northi � 34446 s ing . 8510 .9 Point Number 3471, Northing_703t54`.87; a"stin4Y4850969 c Point Number 3472, Northinq`:763153.97, Easting 486 56 93 ...7 Point Number 3473, Northing11763`,t 4.76, Easting 484.9$78 O Point Number 3474, Northing 763166,91, Easting 48497r 6�-' Point Number 3475, Northing 7631, ,4t Easting 484.9 3 Point Number 3476, Northing 7631/7,32, ti 9 8493:21 Point Number 3477, Northing 763188.98;Ea ting4 4928.88 Point Number 3478, Northing 763207.49, Easting 484918.38 Point Number 3479, Northing 763230.99, Easting 484910.87 Point Number 3480, Northing 763274.12, Easting 484909.28 Point Number 3481, Northing 763296.06, Easting 484909.28 Point Number 3482, Northing 763315.56, Easting 484906.85 Point Number 3483, Northing 763337.50, Easting 484901.96 Point Number 3484, Northing 763374.07, Easting 484897.09 Point Number 3485, Northing 763413.01, Easting 484887.34 Point Number 3486, Northing 763427.79, Easting 484874.69 Point Number 3487, Northing 763430.06, Easting 484872.75 Point Number 3488, Northing 763450.89, Easting 484862.62 Point Number 3489, Northing 763485.69, Easting 484845.69 Point Number 3490, Northing 763486.95, Easting 484843.42 Point Number 3491, Northing 763511.00, Easting 484800.12 Point Number 3492, Northing 763643.19, Easting 484746.00 Point Number 3493, Northing 763772.43, Easting 484709.94 a 12075.1551)07 V®r.011-TO58ORNE 20 CAMs 0:1312 SO4.O10.•0 .." V 1 4613 6 Wilson ®ll a OR: 4089 PG: 3815 New Directions In Planning,Design&Engineering Point Number 3494, Northing 763844.56, Easting 484691.91 Point Number 3495, Northing 763886.62, Easting 484688.90 Point Number 3496, Northing 763945.68, Fasting 484665.30 Point Number 3497, Northing 763946.75, Easting 484664.87 Point Number 3498, Northing 763963.58, Easting 484663.24 Point Number 3499, Northing 764039.93, Easting 484655.85 Point Number 3500, Northing 764109.07, Easting 484637.81 Point Number 3501, Northing 764131.22, Easting 484584.14 Point Number 3502, Northing 764132.78, Fasting 484580.36 Point Number 3503, Northing 764109.23, Easting 484543.90 Point Number 3504, Northing 764100.00, Easting 484529.63 Point Number 3505, Northing 764066.95, Easting 484512.14 Point Number 3506, Northing 764061.96, Easting 484509.49 Point Number 3507, Northing 764048.93, Easting 484502.60 Point Number 3508, Northing 764039.93.,-Eg�s4tin99-484460.50 Point Number 3509, Northing 764045 0IEa .tinig74 1t,��Z9 Point Number 3510, Northing 7644 Easting 484444+0 Point Number 3511, Northing 76405f.00, Easting 48444'7. 3 Point Number 3512, Northing/76405#.-87;Easting_4a4447.6 Point Number 3513, Northing 76406'!:55;€asting 484444.89 Point Number 3514, Northing 7#406 : ;-Eas�in'g`�8�4,4J43 507 Point Number 3515, Northing 764069. 5, E4sting 4y429.41 Point Number 3516, NorthiAig 764d70, 7,' 9sjing 484398.26 F--, Point Number 3517, Northin�. :764069i.81,E6stir`�g-4._4361.x2 Point Number 3518, Northin `y7,6�4059.25, Easting 484338,87 .� Point Number 3519, Northing\ 4044.51, Easting 484.3' 747 _G Point Number 3520, Northing 76'4032,.7,�6 Easting 48430¢¢: 6� Point Number 3521, Northing 764027 5 Q;,.ttasting_4$42�363 Point Number 3522, Northing 764031 2'- sti g�X245: 160 6 I$'nM%ller OR: 4089 PG: 3816 New Directions In Planning,Design&Engineering Point Number 3540, Northing 763864.63, Easting 483838.50 Point Number 3541, Northing 763864.63, Easting 483806.44 Point Number 3542, Northing 763868.88, Easting 483783.35 Point Number 3543, Northing 763876.38, Easting 483757.40 Point Number 3544, Northing 763877.82, Easting 483743.72 Point Number 3545, Northing 763880.19, Fasting 483725.35 Point Number 3546, Northing 763878.76, Easting 483715.43 Point Number 2502, Northing 763874.12, Fasting 483696.56 (POINT OF BEGINNING) Containing 226.74 acres more or less. n (11C 0 ... 0/23/2006-6-155007 Ver.Oil.TOSBORNE vra 22 W 000i2-56 /0.. G 16D6 - Wil nMillern OR: 4089 PG: 3817 New Directions In Planning.Design&Engineering ALSO INCLUDING THE FOLLOWING PARCEL PARCEL D2 COMMENCING at the aforementioned POINT B (Point Number 2820, Northing 764895.08, Easting 487126.25) Thence South 89°15'32" East 49.61 feet to (Point Number 2821, Northing 764894.44, Easting 487175.86) POINT OF BEGINNING; Thence leaving said line in straight line segments through the following vertices(Points 2822 through 2849 &2821 inclusive) Point Number 2822, Northing 764904.84, Easting 487176.94 Point Number 2823, Northing 764937.11, Easting 487182.38 Point Number 2824, Northing 764968.95, Easting 487189.91 Point Number 2825, Northing 764980.27..Easting 48.7193.13 Point Number 2826, Northing 765063:141,0400147247.75 Point Number 2827, Northing 765 8 0:9;Easting 8 3 4?1 Point Number 2828, Northing 76x51 3:67, Easting 487235,76' Point Number 2829, Northing.765,143.43,-Eaasting 487249.3' Point Number 2830, Northing 76517 23,,,Easting 457 64.89 Point Number 2831, Northing 765.1-S9r9S,ti 87. 82.2 , Point Number 2832, Northirig 7 52141. 8, E sting 7 �4 1 Point Number 2833, Northing.7 5 56 1 E sten ' 732' .56 )&,.., Point Number 2834, Northir� x,52�.81'Eastini 87331 15 g � g Point Number 2835, Northing` 6210.56, Easting 48.,343788 ,;j Point Number 2836, Northing\65'194.10, Easting 48735,2(.0 aQ Point Number 2837, Northing 7t1 25, Easting 487362. t. Point Number 2838, Northing 765.14 5,.,Easting 4873- 6,,- Point Number 2839, Northing765129(;sti.g 87 5 Point Number 2840, Northing 765089.38;-54.stihg467402.31 Point Number 2841, Northing 765058.33, Easting 487418.14 Point Number 2842, Northing 765044.50, Easting 487425.19 Point Number 2843, Northing 765018.56, Easting 487435.67 Point Number 2844, Northing 765004.68, Easting 487441.28 Point Number 2845, Northing 764977.56, Easting 487455.68 Point Number 2846, Northing 764932.75, Easting 487476.05 Point Number 2847, Northing 764912.31, Easting 487485.34 Point Number 2848, Northing 764885.38, Easting 487497.83 Point Number 2849, Northing 764881.28, Easting 487499.73 Point Number 2821, Northing 764894.44, Easting 487175.86 POINT OF BEGINNING Containing 1.53 acres more or less. Subject to easements of record. Bearings are based on the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being South 89°00'45"West. 8232005,155883 Ver 011.TOSBORNE 23 cwa 03312-SO4-040--0 1600 Wi ls�pleMiller@ OR: 4089 PG: 3818 New Directions In Planning,Design&Engineering LESS &EXCEPT THE FOLLOWING PARCEL PARCEL D3 COMMENCING at the aforementioned POINT A(Point Number 2524, Northing 765013.01, Fasting 484000.94) Thence North 87°13'37" East, 249.19 feet to (Point Number 2525, Northing 765025.06, Easting 484249.84) POINT OF BEGINNING Thence leaving said line in straight line segments through the following vertices(Points 2526 through 2593 &2525 inclusive) Point Number 2526, Northing 765019.19, Easting 484254.62 Point Number 2527, Northing 764997.06 Easting-484_272.59 Point Number 2528, Northing 764967. 1:'�>riasti6g 90,09 Point Number 2529, Northing 7649'k4 .8;Easting-484g Point Number 2530, Northing 764949.45, Easting 48433'h.17' Point Number 2531, Northing/764948:06;-4sting 484374.0 Point Number 2532, Northing 764941 06,,Eas ng 484'405.56 Point Number 2533, Northing 7649,N,31.,- tit --Th Qtb Point Number 2534, Northing 74921':1, E sting6.F Point Number 2535, Northin .706 06, E symq 4494.78 Point Number 2536, Northi 7 488 .56;Eastitig 8450fc-78 Point Number 2537, Northing`, 4827.38, Easting 48412 28 Point Number 2538, Northing\? 4,788.88, Easting 484512(.2 Point Number 2539, Northing /0750„,38, Easting 4845( ✓.' .-% Point Number 2540, Northing 7647 8,.Fasting 48452W / Point Number 2541, Northing 76471t,11;i s rig $463:63 Point Number 2542, Northing 764699.63,-F sting,484592,75 Point Number 2543, Northing 764685.63, Easting 484620.75 Point Number 2544, Northing 764664.63, Easting 484657.50 Point Number 2545, Northing 764662.88, Easting 484704.75 Point Number 2546, Northing 764694.38, Easting 484760.72 Point Number 2547, Northing 764715.38, Easting 484771.22 Point Number 2548, Northing 764737.56, Easting 484782.28 Point Number 2549, Northing 764740.81, Fasting 484783.94 Point Number 2550, Northing 764742.44, Easting 484784.75 Point Number 2551, Northing 764746.88, Easting 484786.97 Point Number 2552, Northing 764785.38, Easting 484809.72 Point Number 2553, Northing 764813.38, Fasting 484844.69 Point Number 2554, Northing 764827.38, Easting 484872.69 Point Number 2555, Northing 764846.63, Easting 484879.69 Point Number 2556, Northing 764878.06, Fasting 484904.19 Point Number 2557, Northing 764902.56, Easting 484932.19 Point Number 2558, Northing 764927.06, Easting 484967.16 �a�,sseea Ver.00•TOS8ORNE 24 =IT-8°4-030..0 60 1 6 ilsonMiller OR: 4089 PG: 3819 New Directions in planning,Design&Engineering Point Number 2559, Northing 764958.56, Easting 484972.41 Point Number 2560, Northing 765002.31, Easting 484972.41 Point Number 2561, Northing 765032.06, Easting 484970.66 Point Number 2562, Northing 765082.81, Fasting 484967.16 Point Number 2563, Northing 765119.50, Easting 484963.66 Point Number 2564, Northing 765135.25, Easting 484960.16 Point Number 2565, Northing 765186.00, Easting 484947.91 Point Number 2566, Northing 765238.50, Easting 484954.91 Point Number 2567, Northing 765263.00, Easting 484956.66 Point Number 2568, Northing 765287.50, Easting 484953.16 Point Number 2569, Northing 765299.75, Easting 484932.19 Point Number 2570, Northing 765296.25, Fasting 484893.69 Point Number 2571, Northing 765292.75, Easting 484855.19 Point Number 2572, Northing 765301.50, Easting 484818.47 Point Number 2573, Northing 765312.0Q.Easting-484779.97 Point Number 2574, Northing 76531.5: O l� stir g 4~7 3 72 Point Number 2575, Northing 76 3'i3,. , Easting 48472?. Point Number 2576, Northing 76538:50, Easting 4846778 \ Point Number 2577, Northing/765287:50,-Easting 484650.5 \y Point Number 2578, Northing 765259.-50 Fasting 484 13.75 Point Number 2579, Northing 765238. , d�ti 8 75,2 Point Number 2580, Northing 7v200. 0,l!IEasting',h_.845 A4• Point Number 2581, Northing,�765 75 Q`€astt(n 84545.5(3 F-+ Point Number 2582, NorthirigrZ15f .00;Fasting-8452 -78 Point Number 2583, Northing`7� 5133.50, Easting 484501 8 ,, Point Number 2584, Northing\7651\35.25, Fasting 48 5 ..0 Point Number 2585, Northing 76 135.25, Easting 484454466,-) Point Number 2586, Northing 765137 0*Fasting 484401'1. Point Number 2587, Northing 7651 25;E titig$484 7 .:1 Point Number 2588, Northing 765086.31, sting At:44351.34 Point Number 2589, Northing 765083.14, Easting 484341.83 Point Number 2590, Northing 765077.56, Easting 484325.08 Point Number 2591, Northing 765075.81, Easting 484319.84 Point Number 2592, Northing 765075.81, Easting 484276.09 Point Number 2593, Northing 765056.56, Easting 484256.84 Point Number 2525, Northing 765025.06, Easting 484249.84 Containing 6.44 acres more or less. Subject to easements of record. Bearings are based on the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45" East a'23,2005.155003 Ver O1!-TOSBORNE 25 03312.504-040-0 GC) . , 1606 Wil nMiller' OR: 4089 PG: 3820 New Directions In Planning,Design&Engineering NET ACREAGE PARCEL D-1:226.74 PARCEL D-2: 1.53+ SUB-TOTAL 228.27 PARCEL D-3: 6.44- NET ACREAGE:221.83 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 9 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. ' STATEMENT OF DEFINITION,ACCURA6 �� I TE BASIS 1.DEFINITION: V A. THE EXTERIOR BOUNDS OF 'S ARE BASED 0'" ;i ,1RDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REF REE WILSONMILLER D-.•WING NUMBER 2H-99). 2.ACCURACY: cl' ""� ^"�� 1. A. THESE LINES ARE BASE 0 I ' .4-B-- •T -0 • --IA PHOTOGRAPHS HAVING THE FOLLOWING PARAME ER.. 1 1. DATE OF PHOTOGRAP Y: :.2 03 I 2. NEGATIVE SCALE: 1:36 4y 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' ``� 1 fQ 5. SCALE NOT TO EXCEED 1'•\4-i i' 6. THIS IMAGERY HAS NOT B - HO CORRECTS' N;�O ER TO MEET MINIMUM TECHNICAL STANDARDS OR AL-MARACff " •GY STANDARDS. 7. VERTICAL ELEVATION CHANGE `V1t~ NTA 1 VORIZdNTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMI H1 EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSU' ' WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THIS ' •e t T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT - -! ,• DIGITAL FORMAT. e Y ' �,"y' '1' DATE 8-08-05 ;NCe,, ,kA. W. ERED ENGINEERS AND LAND SURVEYORS. NOT U , IGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEY C (�:Mfg NOT BASEL F 'L''�9U, .E .OF SUBJECT LANDS. CERT IFICAr 0�iTI4O JZATION#LB-43 REF 2H-99 ' ' &23l .155003 Vac OIMTOSOORNE 26 1 173,312-504-04o-••0 Z 1613 ikon %ller° OR: 4089 PG: 3821 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL E—LARGE MAMMAL CORRIDOR) (EXHIBIT Ej PARCEL El All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04); Thence along said east line of said Section-S9ujq-00°27'07" East, 220.66 feet, to the POINT OF BEGINNING (Point Number 4501, rt i :6 60tQ a ting 488076.78); Thence continue along � said east�itie South Ea t '�4.t27 feet to(Point Number 4502, Northing 765584.13, Easting/48807T1-7-)— \\A asting,48807 7L)— Thence leaving said east lige inr t " A, - hr u - the\following vertices, (Points 4503 through 4513&4501 rclks/ / ,„_,, e) " '` It, Point Number 4503, Northing758 .18, E "§ting ,x,8065' / , Point Number 4504, Northink�(\K583.08, Easting 487605 86 Point Number 4505, Northing\706\ 2.56, Easting 4874211 .9 Point Number 4506, Northing 76 6 89, Easting48765 Point Number 4507, Northing7656`2-r.2 .Easting 487,6tg19 Point Number 4508, Northing 76561, sti g7. 8:64 Point Number 4509, Northing 765642.10 Easting-487741.98 Point Number 4510, Northing 765649.42, Easting 487773.87 Point Number 4511, Northing 765654.64, Easting 487806.17 Point Number 4512, Northing 765657.74, Easting 487838.74 Point Number 4513, Northing 765658.70, Easting 487869.75 Point Number 4501, Northing 765658.70, Easting 488076.78 POINT OF BEGINNING Containing 0.66 acres more or less. i { Offices strategically located to serve our clients 800.649.4336 Naples.iVorporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 wllsonmiller.cam W 3r1OQ.166e61 Ver.O16 TOS$ORNE 1 C)." 03312-S044144-O Wnso,,Mlllet/nc.--rL Llc./LC-C000170 1 6 II 6 Wil Miller' 011: 4089 PG: 3822 New Directions In Planning,Design&Engineering ALSO INCLUDING THE FOLLOWING (2) PARCELS PARCEL E2 All that part of Section 33,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04); Thence along the east line of said Section South 00°27'07" East 338.57 feet to (Point Number 4514, Northing 765540.79, Easting 488077.71); Thence leaving said line South 89°32'53"West 535.24 to(Point Number 4515, Northing 765536.57, Easting 487542.38) POINT OF BEGINNING; Thence leaving said line in straight)ires f a'e- t tie following vertices(Points 4516 through 4539&4515 inclusive) / } ' Point Number 4516, Northing 65 18'1-; stin_g_48 40.7 Point Number 4517, Northin 76 or , ast' g 4 60.03 Point Number 4518, Northi 7 r5.2.-1'., as' .s; 77 Point Number 4519, Northi g 7 1 4. , ti ,a , ;7` •L•. Point Number 4520, Northi �7 509,6,;;;K,9 u 87584.8 c.., Point Number 4521, Northin t�60.2222'; stin• ,r 589.!• !: Point Number 4522, Northin `?_•`911.00, Easting 48 W. 7 Point Number 4523, Northing tf4::3.17, Easting 48 `12 9 ,.Q Point Number 4524, Northing 48 ° 69, Easting 48753:. 'i Point Number 4525, Northing 76 BE t4 astin 4 7- a.. Point Number 4526, Northing 764908. , pi' • .66 Point Number 4527, Northing 764947.94, sing-4. 492.13 Point Number 4528, Northing 764987.76, Easting 487468.41 Point Number 4529, Northing 765036.88, Easting 487444.68 Point Number 4530, Northing 765091.94, Easting 487420.97 Point Number 4531, Northing 765135.12, Easting 487399.78 Point Number 4532, Northing 765169.00, Easting 487379.43 Point Number 4533, Northing 765207.13, Easting 487362.51 Point Number 4534, Northing 765246.94, Easting 487341.31 Point Number 4535, Northing 765269.86, Easting 487332.61 Point Number 4536, Northing 765464.43, Easting 487474.12 Point Number 4537, Northing 765489.65, Easting 487494.96 Point Number 4538, Northing 765513.46, Easting 487517.41 Point Number 4539, Northing 765535.74, Easting 487541.36 Point Number 4515, Northing 765536.57, Easting 487542.38 POINT OF BEGINNING r1. 1143/2006-166004 Vat.0il-TOSOORNE 2 flava 02212.504010.•0 0 n.. 1613 ilsonMiller OR: 4089 PG: 3823 New Directions In Planning,Design&Engineering Containing 2.16 acres more or less. PARCEL E3 All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04) POINT OF BEGINNING; Thence along the east line of said Section South 00°27'07" East 3323.71 feet to (Point Number 4540, Northing 762555.75, Easting 488101.26); Thence continue along the east line-dciioFl _9t 0°27'07'East 470.48 feet to(Point Number 4541, Northing 762085,2a;`Easting 488104.9 )" Thence leaving said line in straighf I rre-segments the ugh m following vertices (Points 4542 through 4672 &4540 inclusj(:ie);/ Point Number 4542, Northi g 7( 2 82. , ing448 76.0,1 Point Number 4543, Northi 766 8 astin 88 44: 9^ , � �� ..9 , 0 �3 Point Number 4544, Northir�g-76208Z".76 Ea`sti g 4801-0164 Point Number 4545, Northme62086.07, Easting 40,978)09 Point Number 4546, Northing\7006�8.16, Easting -O Point Number 4547, Northing 7G2, Easting 48786.,0 f Point Number 4548, Northing 761 79:8 Easting_487.65241 Point Number 4549, Northing 7620 7 7,7,11iT4stifrg1k8 8 J'74 Point Number 4550, Northing 762066.81;-Easting 487787.03 Point Number 4551, Northing 762067.99, Easting 487754.34 Point Number 4552, Northing 762071.31, Easting 487721.79 Point Number 4553, Northing 762076.75, Easting 487689.52 Point Number 4554, Northing 762083.46, Easting 487660.74 Point Number 4555, Northing 762114.64, Easting 487543.00 Point Number 4556, Northing 762125.06, Easting 487508.67 Point Number 4557, Northing 762136.69, Easting 487478.09 Point Number 4558, Northing 762150.30, Easting 487448.33 Point Number 4559, Northing 762165.82, Easting 487419.53 Point Number 4560, Northing 762170.43, Easting 487411.76 Point Number 4561, Northing 762199.97, Easting 487363.05 Point Number 4562, Northing 762212.73, Easting 487343.09 Point Number 4563, Northing 762222.44, Easting 487329.17 Point Number 4564, Northing 762230.71, Easting 487311.72 Point Number 4565, Northing 762246.23, Easting 487282.92 Point Number 4566, Northing 762263.60, Easting 487255.19 6/23/2005.155064 Ver:011-TOSSORNE 3 cw 03312.S04040.-0 �ti(. 16uo .. OR: 4089 Q ry/ Wi/sonMiller PG: 3824 , New Directions In Planning,Design&Engineering Point Number 4567, Northing 762275.50, Easting 487238.28 Point Number 4568, Northing 762325.55, Easting 487170.18 Point Number 4569, Northing 762332.80, Easting 487160.56 Point Number 4570, Northing 762353.64, Easting 487135.34 Point Number 4571, Northing 762376.08, Easting 487111.54 Point Number 4572, Northing 762377.68, Easting 487109.96 Point Number 4573, Northing 762456.44, Easting 487032.42 Point Number 4574, Northing 762478.81, Easting 487011.71 Point Number 4575, Northing 762504.17, Easting 486991.04 Point Number 4576, Northing 762530.83, Easting 486972.08 Point Number 4577, Northing 762539.14, Easting 486966.68 Point Number 4578, Northing 762569,49, Easting 486947.40 Point Number 4579, Northing 762585.83, Easting 486937.55 Point Number 4580, Northing 762583.73, Easting 486935.57 Point Number 4581, Northing 762561 45,-E95tirag 486511.61 Point Number 4582, Northing 7625.4 .q k- Stirig_t4 68 907 Point Number 4583, Northing 726,1t ;45;tasting 4666 X3'3\ Point Number 4584, Northing,76290 .21, Easting 48683 1 Point Number 4585, Northing 762463:25;Easiiig466809. Point Number 4586, Northing 762471':60;: asting 486`91.33 Point Number 4587, Northing 7624.6' 769,, sir 1 66786 Point Number 4588, Northing 7r2469'.191 Eastir g 4 766. , Point Number 4589, Northi g-74s 496)25, sting 48678 .2 Q1..., Point Number 4590, Northir�q-7 2506.44;`E sting 4867 1-2 Point Number 4591, Northing,762514.93, Easting 46fa783 90 Point Number 4592, Northing\78570.00, Easting 486'77 .6 0 Point Number 4593, Northing 762660. 2, Easting 48676 ,5th Point Number 4594, Northing 76267)-c.'66,-Easting 4867637 Point Number 4595, Northing 762699.3stingt4$6i758.93 Point Number 4596, Northing 762717.38;Easting-486755.10 Point Number 4597, Northing 762744.31, Easting 486753.06 Point Number 4598, Northing 762773.32, Easting 486750.87 Point Number 4599, Northing 762797.00, Easting 486748.03 Point Number 4600, Northing 762815.62, Easting 486745.78 Point Number 4601, Northing 762863.07, Easting 486745.78 Point Number 4602, Northing 762902.07, Easting 486750.03 Point Number 4603, Northing 762952.07, Easting 486750.03 Point Number 4604, Northing 762988.44, Easting 486748.32 Point Number 4605, Northing 763024.87, Easting 486746.63 Point Number 4606, Northing 763058.88, Easting 486740.31 Point Number 4607, Northing 763066.69, Easting 486753.94 Point Number 4608, Northing 763080.94, Easting 486786.34 Point Number 4609, Northing 763098.94, Easting 486812.31 Point Number 4610, Northing 763110.94, Easting 486830.28 Point Number 4611, Northing 763112.25, Easting 486842.94 Point Number 4612, Northing 763106.94, Easting 486866.87 r-. 823/2006155064 Ver 011-TOSBONN6 4 . 03312-SO4-040--0 1. 60 6 I , , , WilsOnMiller 011: 4089 PG: 3825 New Directions In Planning,Design&Engineering I Point Number 4613, Northing 763096.94, Easting 486878.22 Point Number 4614, Northing 763080.94, Easting 486897.50 Point Number 4615, Northing 763073.95, Easting 486912.48 Point Number 4616, Northing 763071.62, Easting 486917.47 Point Number 4617, Northing 763068.31, Easting 486945.44 Point Number 4618, Northing 763066.31, Easting 486958.75 Point Number 4619, Northing 763059.62, Easting 486978.06 Point Number 4620, Northing 763054.31, Easting 486984.72 Point Number 4621, Northing 763045.69, Easting 486996.03 Point Number 4622, Northing 763015.06, Easting 486996.03 Point Number 4623, Northing 763001.75, Easting 486988.03 Point Number 4624, Northing 762985.12, Easting 486984.72 Point Number 4625, Northing 762968.44, Easting 486981.37 Point Number 4626, Northing 762936.50, Easting 486985.38 Point Number 4627, Northing 762916.56rE ili% 86994.69 Point Number 4628, Northing Easting 70494 762907.?5 sting 4 I0 69 Point Number 4629, Northing 762,9p6;58, Easting 487E �,t�1,.\\ t' 48 Point Number 4630, Northing 761914.56, E as Point Number 4631, Northing'762928:50,Easting487059.25 Point Number 4632, Northing 762948 5 pFasting 487073.25\83 Point Number 4633, Northig 76297-,11 ;it-s�><ir 18-7p 81� Point Number 4634, North!'g 71M928. E stlydg 487043.88 Point Number 4635, Northi g,7 ,E sung#871051 I Point Number 4636, Northi g 303 .69, Fasting 48712 1 Point Number 4637, Northin4'763043.00, Easting 487.145113/ Point Number 4638, Northing'.8,Q5,2.31, Easting 48f1691.2 .0 Point Number 4639, Northing 76 064,31, Easting 487190'41Y Point Number 4640, Northing 7630i3:33-4-Easting 4.87i�94i 7 Point Number 4641, Northing 763103:30 ' stiag46122 7 Point Number 4642, Northing 763102.70;Easting-487250.77 Point Number 4643, Northing 763091.63, Easting 487251.62 Point Number 4644, Northing 763064.31, Easting 487257.62 Point Number 4645, Northing 763041.00, Easting 487271.59 Point Number 4646, Northing 763010.50, Easting 487295.91 Point Number 4647, Northing 762962.87, Easting 487322,00 Point Number 4648, Northing 762942.94, Easting 487332.75 Point Number 4649, Northing 762910.69, Easting 487349.62 Point Number 4650, Northing 762904.54, Easting 487352.14 Point Number 4651, Northing 762837.55, Easting 487369.46 Point Number 4652, Northing 762807.19, Easting 487388.74 Point Number 4653, Northing 762807.09, Easting 487388.84 Point Number 4654, Northing 762804.75, Easting 487389.56 Point Number 4655, Northing 762763.31, Easting 487407.97 Point Number 4656, Northing 762711.06, Easting 487429.47 Point Number 4657, Northing 762672.69, Easting 487452.50 Point Number 4658, Northing 762629.69, Easting 487510.84 0(15/2006155004 Vel:011-TOSDORNE 5 CAM) 07312-504040-•0 6 1606 Wil ills ' OR: 4089 PG: 3826 r New Directions In Planning,Design&Engineering Point Number 4659, Northing 762599.00, Easting 487564.59 Point Number 4660, Northing 762582.12, Easting 487619.87 Point Number 4661, Northing 762574.44, Easting 487664.41 Point Number 4662, Northing 762568.31, Easting 487713.53 Point Number 4663, Northing 762579.97, Easting 487738.97 Point Number 4664, Northing 762566.79, Easting 487788.73 Point Number 4665, Northing 762578.76, Easting 487865.20 Point Number 4666, Northing 762566.75, Easting 487903.91 Point Number 4667, Northing 762557.56, Easting 487940.78 Point Number 4668, Northing 762552.94, Easting 487988.37 Point Number 4669, Northing 762563.69, Easting 488023.69 Point Number 4670, Northing 762566.75, Easting 488040.56 Point Number 4671, Northing 762560.62, Easting 488069.75 Point Number 4672, Northing 762552.94, Easting 488088.16 Point Number 4540, Northing 762555.75;-Eastir �488.1�01.1.26 POINT OF BEGINNING (A1 Containing 17.27 acres more or 100\.-- -- . ' Subject to easements of record ,CJ Bearings are based on then rth)ifi cttQrlr•wnship 4: South, Range 28 East, Collier County, Florida being North 89°00'4 ' Ea t. NET ACREAGE (--) C 0 116 V E-4 PARCEL E1:0.66 PARCEL E2:2.16 y PARCEL E3+17.27 1/4...) NET ACREAGE: 20.09 is HE OW- 62Y20c6-155864 V.011-TO580FWE 6 creu 05112 SO4-040--0 1 6 El 6 /I .1I ®IIer. OR: 4089 PG: 3827 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 10 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY:4/23/03- �> ,R (--� 2. NEGATIVE SCALE: 1:36000 Vti " .47 3. PIXEL DIAMETER:2.5' �rtja 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED,1=5 0'i ` 6. THIS IMAGERY HAS NOT BEEN ORfRO CO RECT D IN O DER TO MEET MINIMUM TECHNICAL STANDARDS BEEN ' GlI CY/ TANDARDS. 7. VERTICAL ELEVATION CH GAS WIL CAVE RI# T DISPLACEMENT. EVERY EFFORT HAS BEEN MADE 1b11NI�t�(II EfrI4I EEFEC � R CRITICAL FEATURES. 8. IN AREAS WHERE TALLS-TROCTURES-OR TREES LE DO Q,BSTRUCT FEATURES, EXPOSURES WERE MOSAIGKED IN AN EFFORT��,OMNI IZE,'THE EFFECT. 9. THIS Piga"p IS SIMILAR ACCURACY TO R IF lEikE ARGEMENTS, EXCEPT P': • r I. t.DIGITAL F T. �`f Lj Alpr BY i ../.4' :'�',e.•`-F TTE 'C1 AAIE 8-08-05 LANG' . :�,itis1; L #5627 WILSPN it.:'',i--.1`1:1::•-i.-} , ` pl`e°RED ENGINEERS AND LAND SURVEYORS. NOT V. +�}k .'.. f c�. ,1¢NATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURV- "1) d, /' . ER. kl NOT'BA fl1 i 7 SURVEY OF SUBJECT LANDS. CERTIF A ' a A,UTI Pt-TION#LB-43 REF 2H.:'9': ih;:- try,r. .' cr. B2317006-153869 Ver 011-T0580464E 7 wn ! 03312-S09.0 D--0 1613 6 5915 2 b , 0 ID D-0 po 9LV ^'� 0 7'575 A0 0 Am O PP' tt vn { .000t9 MIMI aof 8 vv Oi 0 Am b d 1!' pa ' ti, > 1 Oh\ 4 g — lagr . . Ilf4A 03 • m �ll�� AD m m. n1 r E i w V 'OL D9 V O i O F{yj N ,m p ,yy 4 Y,5, i m 4 n y a ctt 1 111111;11111 iIN C ^✓,Z in e r • N W z.,?., rd �j ..exc 3.9.t.l .. ,....._...1 i!t 6 . f., . § 1 1-'1 0 I .41 Al r -EV 1 ' ' — . SYl }l•l.l et 14 0 -.� iii N , t, ., r. . A . • A4 I -ii ii L lq GGGG 7 1 .t 11,1■i.OA, . t1 AAAA o 1 !^ A to n to O D -1)a 2 �y AN'tir O %g 0.3 Z m .lO O x1c1, , 2mro )- --1-.- 60N, 00o L� J W7w O mzozo OOnyj No ^ .1� ooZ "' ,, om " oc � oz1'3 5 � �D0o n I - mtb'yg O � n2p= U0 yAn P CI p + PI A A(�A Fi O C --,,,,2.41 p 2 A uT O 0Cz rmC7z wm—0 �bm -1 y O Z,z N r0+t 2 toOa0,0t,2 r 2 §1 N �ryy� to -+2 ZOO og J *h zN H A M CI nit z- rn D• O N x ID c p m<in 2 2 m Z A _, SCALE: t' 1500' ot'OP q_ Y a �� O 22 tmoN� Op O O1*1 '0 n k", I W P _ W (21 � � r COI ~ 0 ' (0 ' EXHIBIT A & EXHIBIT E 16D6 D 6 0. 2 CI m OR: 4089 PG: 3829 o o oPm egg N N a m N3.00'4'C 1316.30' N N9g00•tYC 1399.13' §1 u 04 gmP w b lt C+1 Ts P• N f g Z 1 I A 9 (y:. 8 tpa N u •J N -iffF N_ mfg"/,Aihr 17�/� P ^' iyil 72c � •p 1t , / i qNero Or E ` 5 1 i •'lr� -, 2370(0' Z I y; Z �f. r fn E h2 3 mJ 7• '//''rC1 C, � n P / a ;utI W+ r P m g TIL£ CI u,_r N A g z 9m X rn * OrN'1��m0,9, ,,,omAIO'1x13Orel mm d „•3 13mym :1,-4141, x1, nmi3T41 A 1`ti 9 n>A ~�O�mzvi�rcnz0 O o O r-nO-12AOnN>gMQ- y W O tzi F in 0,x,„ -..l- 2�ylA,lzq'i2� 1•21 FeTJ z 0 A A8-tit Cnrne ).d 1 Ant Da p N tidri�a n ri-< -ilinixbMIm2 O20 O."1xnt ql t n x is n.z 6 -10 0 (.4m a� I p0� o .. vZi r" V.1 ..AC13 ooh a a ..3 tri °m°C1xi�viL^ rno mZ, , 0 zMr).� a r.lz 09o.0znllp^2 zy z �yC jlj - 2 36A z OS Q Q ` .A O g 0 in 6-=*.c'l•Z m r m0 4 ZS Uzi a,� �m mo 6 my v c0N um °I.1, A11A rm oPi V Ci7C0;u 2 oV �oAl � 3 A 1 9032 of v ~Z�Ivz �a z 0- % �C R. 000wrl 2m 1. '4— r.3 W °oi 13-454,1 r10 rel O_ 2A A r (Q EXHIBIT E („>, 1 ," 160 6 g x m a 0R: 4089 PG: 3830 A i1rh 0. b ..1�N z v (A P x E \ ' u% o 0 t it I rrl Np v r m rd m nn S J , \\\S.\\ N l N pu b 71 N '6 r y N g ` y . 73 ? N� fl � mP �' A g .1 _ n U ym sig011in 1 ` U m p ` Y vim !A ! Si �m iv �. ```` aj I,. 4 o t. Y \U ^i�. ` mol ......7 i i! A r- M ti " 9S'Zi£t. 3.ZZ.lfADS ci N.,� �� x — O'Of£ 319,L599N I 1 j a P I. j ��`�` .tS'Zt.ft M„9Ll£AON\�j k�zo Kt �, pal r,$ l.. 1 v l0 Com. �\`p� \`� \\u U 6. /t -74- \...-',A, y f Ra\\\\`N� ?� 1 f' '1LLY� (..5zy . . .O.1NIOd t01 -....„.:!_t7N-. RJB// NbC 1 O74 0,„zr., � ZAm �n, ti » � �nyOOroAZOx * Omt* � p * r. c3mm Ay o mlxsgn-,razcc)13 k-ti z 0 $CA g (�(A� D '�°00-1-4 a�om• az oho o 0 0 `.s7 to MOCarnx�a0 yzOrtt p D . MoD uJ, -. ro 0 A , -c-, ,-e'2,0 Q Z°r 4 in m, o , -ri ,in,n,C'i �Sx nr2^Oi O a Z2ryO�O m'a Sic 0 Z x n tz, M 2 m 2(--)V-10,~ 2 o z 1.z 2 z i -� l .005 t 3�YJS � O :--1 y C �0 PrO <m0 O my CO wtri iV z rnP `"am 's 'II O g' a�Ro zx�roz oo C [� Om oaom 2p ti 3 ;Z4'i (0 EXHIBIT E r^ 1 6 Li 6 000k C. OR: 4089 PG: 3831 G mZ 4 m z I•! O O m m - .. O 75 12 L N . .96'664Z 3,t .9Z DOS W N r W Co F, g tri m fn 5 i NI\s. V. 47 O p N `\'t W G N N e F ilJ \is v \ N e .� . .22 rrt1 1 ti s r!li, 1[1E111%4- R COO- 1 Ait.4 t P • j a CO m V dI !1I 111' r- (n C- 0 [i . 1 u `2.';- .- -.0 N x(.-- r(' = Kmm mmm E • r ^nm 0oom� Momzmmooom y 23M`vmmb v=y1-. .1'2 ZO main n�,0< z2�i 0A �O tenOyAAOnten8 V 0 S) W f� x'� D ozzzom ,'7,1,�C00�zoov,r- cn O U3 C n0 E ov, %0 O r 1-v 0 .U] yOH » m b N 2 5 A b C 0ftl 11 R ii oa �zvoi �'z v 4 qzw tn „o .,_,a,,-,,i1,.. z mi A to 2 tolO Z m• a Wpz,02c1 021 �; 9, O Ii! O O z b2� d� zm g ro4py� r-io U, , ri �x rq (0 o (0 ' EXHIBIT E , . 1636 6 v o A OR: 4089 PG: 3832 z z 1 m r8 Z m75 A 10 O N . b wn2 Z m 74.57' �,�.-Th, 3m0 XI A il m �n r'c ; TA� w$Q1 /w as u Pm O a' i 4 M uNiyoi r �� k 8 8 9 *m G A m N OP t A 1gg m Q V .. O I con V m A 0 S J N W A 2 •,,�rvi 'R C0 055 C . w g r J I 7 IT `s.m 01 .,„„,„.4 r ,i 81 g1 41 U S .�1./ /• as 1 % m el II <„, .-,_, c.A3 t A 0 Z Nn r' .cria-..700-4Q01 N �apz 1: ' O0,,,,,wo y W g 9,xyD xozorn 02m ." 0c= aW n0 ro0 m C (O O O�,,x (') 1 o20� NP ° N < 7oO-(� aoO 2 AAz i I � °'En o dna "� po`-15�''�i r-$o�o rZ1(nIzp gym(->" iii' 00Z o : ZOO T1�(�2mr'l a� alb L A 00 Cy0 "� CWpA,�� °O �rC,Az� j-.. 0 zyy tx"i o mi v"'ioo`p�m -, zo~ z y�l o 53 '1 rtl Cqt.- ro OIx`�Or-532 . O m`z Pilli 0 q O L70 O U'nl ,;`02, z r-rrn O 4 2 2 mo y(r)3oZOZ „li 2 R E t7 N W 4 z b Wrqr- O p O2 CoM0rriz D O � V3(3(1-91 Oxb " 1Ay nA O_ N gin* 'z r- r`ji I1 21m o (� ' EXHIBIT E i6D OR: 4089 PG: 3833 SSA 7 EASEMENT AGREEMENT EXHIBIT F RESTORATION PLAN The purpose of this Restoration Plan is to identify the restoration goals, describe the work to be performed, identify the party responsible for performing the work, propose a work schedule, describe success criteria, and describe the level of annual management, maintenance and monitoring in Restoration Areas (Parcels A, B, D, and E) of Lake Trafford Ranch (LTR) SSA 7. Legal sketches and descriptions for these areas are provided in Exhibit "E" of the SSA 7 Credit Agreement and Easement Agreement. a. The Wading Bird Restoration Area (Parcel A-2) is approximately 51.4 acres in size and is within a HSA contiguous to the Camp Keais Strand FSA as delineated on the RLSA Overlay Map, an exhibit to the GMP RLSA District Overlay. The restoration improvements will restore an ecologically degraded_wetland-system, now minimally utilized by wading birds, to a cond'tia Ykat' dvi a enhanced foraging opportunities for wood storks apkqtt er"listed wadin It!rcis. SSA 7 is located within a few miles of the 7C✓ r screw Swamp Sanar�!, and the restoration can assist in supporting ,wgod stork_tbfeeding .ucgess by providing consistent foraging oppoffunit`ies ver rang of seasonal weather conditions. b. The resto ati �n 11mpriotiler kr,;;Po Prdjal -2'will consist of contouring the land to s R , t`a d'c6ricenate w din "it) food sourcesthe Fip9 � , , planting area with l\ri 've species in order rsic?re native marshes and wet prairies, at )`controlling exotic ndpisance vegetation. Wetland \t� � rad. , g hydroperiod 'Wjll'be documented' h (�N, fer-table well data. The list of allowed vegetation and standard crgS -section of contouring are attached as Attachments 1a�iyl( 'r r ectively, which also address the spacing and density issues. 'Th restoration improvements shall be completed within two (2) years of the approval of SSA 7. c. No sooner than two years (2) years after completion of the Parcel A-2 restoration improvements, and/or upon Grantor request, County staff shall verify the restored wetland hydroperiod, confirm that the site has wildlife utilization, that there is 80% coverage by native groundcover species, that exotic species comprise less than 5% coverage and nuisance species less than 10% coverage. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from Parcel A-2 shall be available for transfer or utilization by Grantor. d. The land management measures for Parcel A-2 shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or • Va. 160 6 OR; 4089 PG: 3834 10% nuisance species by area coverage. Other management measures for Parcel A-2 shall be to annually inspect and clean (if necessary) drainage structures, ditches, swales, etc. as necessary to ensure performance of the surface water management as per the Design. e. The Large Mammal Corridor Restoration Area (Parcels A-1, D-1, E-1, E-2, and E-3) comprises approximately 331.9 acres, and is within the Camp Keats Strand FSA, contiguous HSAs, and the Restoration Zone overlay. The restoration improvements will restore and manage the lands within these parcels to provide an ecologically productive, interconnected large mammal corridor for Florida panther and Florida black bear along the northeastern margins of Corkscrew Swamp. f. The Large Mammal Corridor Restoration Area currently consists of vegetation communities that are heavily impacted by dense stands of Brazilian pepper, and an area of open pasture that will be reforested to t widen the corridor.The„Brrzilian pepper areas typically comprise more than 75% of they- o'r0-4ubc4Ldpy and exist as monocultures in several areas, limiting O ge for panther` r'e\; t?ase (deer, hogs) and forage for black bear, and reducing the utiliza- n bf this potential corridor. These improvements wilt ijis&--benefjt-othe listed species such as the Big Cypress fox quirrel. there oto iPal im roNiements to the Large Mammal Corridor fi?es0r fT^b `A� �S a'ti c' sk f controlling exotic vegetation to levels les tf<ia 5% (b ere --Po r g , and less than 10% nuisance species by' a—Overage'br �i tan- eple lnrithin 100 feet of road and/or agricultural field/pasture edgeskwill)J b filled and removed. Brazilian pepper mol�;e<',.t an 100 feet from+r yrb icad/or field edge will be killed in place. WithinlFai l A-1 (depicted fr PS 7 Credit Agreement Exhibit E), the pasture ar'B v', hin the Restorafcipb/Zone overlay will be reforested to a combination o 4slaaslTLpiqe4V4b age palm, and cypress to mimic the presumed pre-settlement---vegetation. Native groundcover within the reforested area will be re-established to reflect conditions found in similar forested communities near the site. These restoration improvements shall be completed within two (2) years of the approval of SSA 7. g. Within one year after completion of the Large Mammal Corridor restoration improvements, and/or upon Grantor request, County staff shall verify the successful control of exotic species, confirm that 80% of the planted reforestation species have survived, and that native groundcover has been established in reforested areas. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from the Large Mammal Corridor Restoration Area shall be available for transfer or utilization by Grantor. 0 160 6 OR: 4089 PG: 3835 ih. The land management measure for the Large Mammal Corridor Restoration Area shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage. i. The Other Listed Species Restoration Area (Parcel B) is approximately 75.7 acres in size and is totally within a HSA that is contiguous to the Camp Keais Strand FSA. The restoration improvements within this area are designed to restore forested lands that have been degraded by heavy exotic (Brazilian pepper) infestation and lack of fire. These restored lands will provide excellent habitat for deer, hogs, Big Cypress fox squirrel, etc. when restored. An open pasture area within this parcel will also undergo exotic control, and will be managed for caracara and panther prey-base support. A breeding caracara pair and nest tree have been documented in a cleared field just west of this restoration area. j. The restoration improyeW.�t�epe�ts-ta. the Other Listed Species Restoration Area shall consi�t�:of,.i rtr'bilinAlc,vegetation to levels less than 5% by area coverage; 'less than 10 ?iiiisance species by area coverage. Controlled puin' will also be perfo ' ed\as described below. Brazilian pepper within /109,feet af-road,e d/or gric\ultural field/pasture edges will be killed and/remote-EL Br�� ilian •e•pe�,more than 100 feet from a road and/or fie d ed'g ‘7,i tbe Cilie i1 p)J-c-. e restoration improvements shall be compltew thi o (2o nth pprral of SSA 7. k. Controlle 4¢, ms will be pekgrm-d mimic natural fire regimes, , increasing 0 ystem productivity_(a 0 aintaining a healthy forest understory. tit Iled burns will be; etfo ed by a licensed professional at least once t y`seven (7).yea sand no more frequently than once every five (5) years TiftgirtitiOurrr`will occur after Brazilian pepper and nuisance species havellieerrc6 trolled. I. The pasture within the Other Listed Species Restoration Area shall be subject to exotic control as noted in paragraph "j". Additionally, the pasture will be maintained in short-stature vegetation (<12" tall) via grazing, mowing, and/or burning to facilitate use by caracara, Florida sandhill cranes, burrowing owls, and other species that thrive in pasture environments. m. No later than one (1) year after completion of the Other Listed Species Restoration Area improvements, and/or upon Grantor request, County staff shall verify that exotic and nuisance species have been successfully controlled, the initial prescribed burn has been successfully completed, and that the pasture area is properly maintained. Upon said verification and confirmation, success criteria shall be deemed to have been met, and . � CC, 160 6 * 011: 4089 PG: 3836 * * the additional Stewardship Credits from the Other Listed Species Restoration Area shall be available for transfer or utilization by Grantor. n. The land management measures for the Other Listed Species Restoration Area shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage; prescribed burns on a 5-7 year rotation; and maintenance of the pasture area in short-stature vegetation. o. The estimated annual costs of the land management measures for these Restoration Areas is $10,000. Grantor shall procure, at its election, either a bond or letter of credit ("Surety") on an annual basis in favor of the Grantees in an amount equal to 120% of the annual costs of the land management measures. This obligation shall start 30 days after Grantor has received notice from the County that the additional Stewardship Credits from restoration improvements for all restoration areas are available and the obli a Sha end 10 years after the start date, or at such date as �' �� a1, r tity or established conservation organization es the Ian ment measures. p. In the ev nt r flails—toj ainta' cy of the Restoration Areas according tot the lan a .•em-nt m:asyres set forth herein, County shall havb tl� ')p.' t 'ureWy only after 60 days written notice to act r w a ig u =. h-,C'ounty shall only be permitted to use th _ f s fo- the i tntenance of the Restoration Areas in rdance with th lana ri an gement measures set forth herein. ` q /c)0/ . Any failure to `s i ation 1 Ste%- mitments under this Restoration Program shall b t qqb qt tC§ewardship Easement Agreement. r. In the event the Grantor does not provide adequate financial assurance of performance on an annual basis, the County may pursue its rights against the Grantor under the Stewardship Easement for breach thereof. s. In the event that the Grantor fails to maintain the Restoration Areas pursuant to the land management measures set forth herein, the Grantees, or either of them, may after written notice to the Grantor perform such land management measures and then lien the Restoration Areas for the cost of their maintaining the Restoration Areas pursuant to the land management measures set forth herein, and if necessary then foreclose on such lien which may attach to the Restoration Areas. 0 OR Book 4089 Page 3837 . 1606 Retn: 3887714 OR: 4089 P& 3837 RIC PEE 1157,50 GOODLETTE COLEMAN BT AL RECORDED in the OFFICIAL.RBCORDS of-COLLIBR COUNTY, FL DOC-.70 .70 — 4001 TANIAMI TR N #300 08/16/2006 at 11:31AM DWIGHT E. BROCK, CLERK NAPLES FL 34103 FDACS CONTRACT # This instrument prepared by: Richard D.Yovanovich, Esquire ® I Goodlette,Coleman&Johnson, P.A. 4001 North Tamiami Trail Suite 300 Naples, Florida 34103 3�j r �G \� er STEWARDSHIP EASEMENT AGREEMENT � a�� 11 , Tract: LTR SSA 7 0 Wp r I a ' THIS STEWARDSHIP EASEMENT is granted this 20th day of June, 2006, by Of f Lake Trafford Ranch, LLLP, a Florida limited liability limited partnership, whose address is 1395 Panther Lane, Suite 300, Naples, Florida 34109, hereinafter called "Grantor" to Collier County, a political subdivision of the State of Florida, and Florida Department of Agriculture and Consumer Affairs, hereinafter collectively called the "Grantees". RECITALS A. Grantor is the gwtek a ta)cp,RtTelt' 985.4 acres of land situated in Collier County, Florida, and/t Or.e.-e ecificaly"des }i'ibed in Exhibit "A" attached hereto and incorporated herein b,yrrefrence (hereinafter"Prgp tty"or"LTR SSA 7"). \. B. Grantor land/Cottier--amount rite ed inti a `Stewardship Sending Area Credit Agreement ("SSA 'Agreemer d J t-�ee? 2006, which designated the Property "LTR Stewardship nteti giA e T=1 ,S§ j ). \This 985.4 acre parcel, as legally described in Ehibi hf s er) q e (gnat d is.a a tewardship Sending Area" "SSA" in accordant)J twit ec£Ρioti08'6f th ollount Land Development ("SSA") �i _� � Y Code ("LDC"). The Prdrt is depicted on Exhi it" ' �,°y� 4l irk `?r C. The SSA Section ,4; 160 6 OR: 4089 PG: 3838 creates, conveys and establishes a perpetual nonexclusive Stewardship Easement for and in favor of the Grantees upon the property described in Exhibit "A", which shall run with the land and be binding upon the Grantor, its successors and assigns and shall remain in full force and effect forever. It is agreed as follows: 1. The recitals and exhibits are incorporated by reference as if repeated verbatim herein. 2. Exhibit "C" depicts the nine hundred eighty five and four tenths (985.4) acres with LTR SSA 7 where the following six (6) Land Use Layers are eliminated and the Property is henceforth prohibited from being utilized for the following land uses, as defined in Section 4.08.06 B.4. of the LDC: a. Residential Land Uses, also described as Land Use Layer 1. b. General Conditional Uses, also described as Land Use Layer 2. c. Earth Mining and Processing Uses, also described as Land Use Layer 3. d. Recreational Uses, also described as Land Use Layer 4. e. Agriculture o - scribed as Land Use Layer 5. f. Agricul ret.s. port suj described as Land Use Layer 6. 3. Grantor re eiv all rights as Grantor f ttie`Property, including the right to engage in uses of th Pr pq 3 that are-nQtii consi- ent\`with the SSA Agreement or the intent and purpose of thisrds ip Ea--ment. GPontor may use LTR SSA 7 only for the land uses et f .'n\.. r . -, 111(7 a. rvati� e •r.i'on Mural Resources,, ( Uses are on all o the Property, inc frig the specifics thereof set fckttly Section 4.08.06 Bir :. 41 IOC. b. Th‘ nds in LTR SSA/ + �p ted on Exhibit "C" as having had`t e i six (6) Land Use,La,aar eliminated, may also be used for Ag ' fur. .Group.2-{,L�rik -se Layer 7) as defined in Section 4.08.06 . flH11 �D(Z�Agrl ulture — Group 2 uses cannot be converted to Ag ''culture'"-Group 1 from and after the designation of such lands as a SSA. c. Grantor retains the right to construct and maintain farm and ranch roads to access its lands within the Property for the purposes retained herein. d. Grantor retains the right to engage in traditional activities on the Property, such as, but not limited to hiking, hunting, nature observatory and other eco-observation excursions, and other such occasional non-destructive activities. 4. The Grantees shall have the right to enjoin any activity on or use of the Property that is inconsistent with this Stewardship Easement and to enforce the restoration of such areas or features of the Property that may be altered by any inconsistent activity or use. 5. The following land management measures shall be undertaken as LTR SSA 7 and the Grantor of the fee title to the Property shall be the party responsible for such measures: -2- 1 6 El 6 , , . OR: 4089 PG: 3839 a. On those lands within LTR SSA 7 on which Agriculture— Group 2 uses are the only remaining agricultural uses, land management measures will be those customarily utilized in ranching operations in Southwest Florida. These customary measures may include mowing, prescribed burning, mechanical brush control ("Chopping") and other exotic and nuisance species control, fence construction and maintenance, selective thinning of trees, and ditch and ranch road maintenance. In addition, for those areas to be designated for restoration and to be restored by Grantor, additional land management measures will be required. The areas designated for restorations which are to be restored by Grantor are referred to as Restoration Areas A, B and C respectively and depicted on Exhibit "D" and described in Exhibit "E". The additional land management measures which are required after restoration improvements are set forth in the Restoration Plan described in Exhibit"F" hereof. At the expiration of all additional land management measures required in Restoration A anc1 C land management measures as describ d ftj I-etphe --A`r1 der this subparagraph shall be empl r- ,; 6. The req fired es or tion-_.ito 3 rove -nts success criteria, land management measured a I, o efh r`opmm'tment- of Gr.nto in respect to Restoration Areas A, B and C areont.' - 1 qr- a ""ori o 'r' 7. GranteA Al = I 1•o s ole fog- ost or liabilities related to the operation of or land maag-ment measures fo the - op >:r. 8. Grantor s • any and all rear rtg. ft t. xes and assessments levied Li by competent authority ori tIe erty. 9. References to th- '6 j Teat{ �se •rovisions of Section 4.08.06 of the Collier County Land Development Co.--u'reex stence as of the date of this Stewardship Easement Agreement and those LDC provisions shall control as to all rights, obligations, implementations, entitlements, land uses eliminated and permitted, and interpretations, requirements, or issues relating thereto, notwithstanding any future amendments thereto. 10. Enforcement of the terms and provisions of the Stewardship Easement shall be at the reasonable discretion of Grantees, and any forbearance on behalf of Grantees to exercise its rights hereunder in the event of any breach hereof by Grantors, shall not be deemed or construed to be a waiver of Grantees' rights hereunder. All costs and reasonable attorneys' fees incurred in enforcing, judicially or otherwise, the terms and restrictions of this Stewardship Easement shall be borne by and recoverable against the non-prevailing party in such proceedings. 12. Grantees will hold this Stewardship Easement for the purposes set forth herein and to ensure compliance with the terms hereof. Grantees will not assign their rights and obligations under this Stewardship Easement except to another organization qualified to hold such interests under the applicable state laws. -3- 0 16D6 OR: 4089 PG: 3840 13. If any provision of this Stewardship Easement or the application thereof to any person or circumstances is found to be invalid, the remainder of the provisions of this Stewardship Easement shall not be affected thereby, so long as the purpose of the Stewardship Easement is preserved. 14. All notices, consents, approvals or other communications hereunder shall be in writing and shall be deemed properly given if sent by United States certified mail, return receipt requested, addressed to the appropriate party or successor-in-interest. 15. This Stewardship Easement may be amended, altered, released or revoked only by written agreement of both Grantor and Grantees, which shall be filed in the Public Records of Collier County. TO HAVE AND TO HOLD unto grantees, their successors and assigns forever. These covenants, terms, conditions, restrictions and purposes imposed with this Stewardship Easement shall not only be binding upon Grantor, but also its successors and assigns, and shall continue as a servitude running in perpetuity with the Property. Grantor hereby coveGr � tzGrantor is lawfully seized of the Property in fee simple; tha . roperty is fre ear of all encumbrances; that Grantor has good right artd tauvful authority to convey thi Stewardship Easement; and that Grantor hereby full wa( -ts title-ta-the,.t-wardhip Easement hereby conveyed and will defend against he awfu c of all pe -on wh ms9ever. IN WITNESS HE- •F, h a t:110 r�'�int s=t its hand and seal the 20th day of June, 2006. -4- 3 1613 6 OR: 4089 PG: 3841 GRANTEE'S ACCEPTANCE OF STEWARDSHIP EASEMENT WITNESS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAI n• kA,12tt, YoA N)cl---et- By: NamePrin ame 1WC.Gir C44"- tad j It'si Signature rlge.{1Q mel Signat re State of Florida County of The foregoin• tee arahi iia e )0c r - -n wa- executed before me this 7 r day of 9 Q6� vire. ��. r/,y�_., _A ��t , as �i s. for e FFlorida artnnent ,griculture and Consumer Affairs. �1 44.!4t, Karen A. Meyer E C it ub �-Commission#OD346679 -Name: c e£ Expires 20, Jaws • Certificate No. ,) 3 6 G 7 7 My Commission Expires: ;Vesz.o/9_.,)rlr -5- 16fl6 OR: 4089 PG: 3842 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: Fra alas, Chairman Approved as to form and ATTTSTf • legal sufficiency DWIGHT .E4. i sC>i,' CLERK • Aif . 1:1c_ `. Depoty CIO*O By: a Alg ii Attest .si..to-*ruse s Steven Griffin C�. $iQnstdpe:tom}�+. Assistant County Attorne Cly ri (iC ° V. E." 41E CMC' -s- v 16136 . , . .. . OR: 4089 PG: 3843 WITNESS LAKE TRAFFORD RANCH, LLLP a Florida limited liability limited partnership eQ,- gwc By: /A-- k#-- Name Thomas M. aylor \ o. Its bei ici'i/ /4,747ze It., - S .Til& ESCOC) 2 Si. "ure By: C� ChrisVpher L.Allen Q Its (c; ,e_,_&,.._,1f C f u,. SA.$ L�r.� ... \ . 0 sem. Name .V..-1-ct A.,*--4.-- \--. n‘Ct.A6t-CA Signature State of FloridaO ‘ R CO(' i' County of Collier ,Q The fgmoing Steward ip Se ln 9 Ar<ea_Creeit.Ag -- e twas executed before me -: ) this Jday of d , 2B0§,,b Thom:s M. ylo and Christopher L. Allen, as .�••. . . ..~ . I -a . LLP. ,z4 ...-+Iir....... n / I r) ` /tea 1 NOTARY PUBLIGSTATE OF FL Not z, P •li ' 1 t. Betsy Blanci 4 ,,, I A‘ " Commission FDD391 -, Nam : a p t b Expires: FEB. 01, 2Certificat lb ' b a 1 Bonded Tim Atlantic Bonding Co.,lnc. �' ��' y.. -Q�thiOgion Expires: -7- 0 1 60 6 .‘ OR: 4089 PG: 3844 LIST OF EXHIBITS LTR Stewardship Sending Area 7 Easement Agreement Exhibit"A" LTR SSA 7 Land Legal Description Exhibit"B" LTR SSA 7 (985.4 acre parcel) depicted on Map of SSA Land Exhibit"C" Retained Land Uses Exhibit"D" Restoration Areas Exhibit"E" Legal Description of LTR SSA 7 Restoration Areas Exhibit"F" LTR SSA 7 Restoration Plan (-) C401 11111( f." -8- --• 6 16fl6 Wils onMiller OR: 4089 PG: 3845 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A) (EXHIBIT A) All that part of sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; BEGINNING at the northwest corner of Section 28, Township 46 South, Range 28 East, Collier County, Florida. (Point Number 1, Northing 771069.3669, Easting, 482644.9265); Thence along said north line of said Section 28 North 89°00'45"East, 3680.85 feet. (Point Number 2, Northing, 771132.80, Easting; ,325, ,• Thence leaving said north line in st jglWIt eb dtf14 ugh the following vertices, Points 4 through 562 inclusive. �,-�'� .{'')— Point Number 4, Northing, 77/ 05¢C4 -Eating,_4.86;62.64 Point Number 5, Northing, 711050.41,1 tin 1 86240.81 �y 9LL Point Number 6, Northing, 771 q47: 3�� atic19x466713, B6' Point Number 7, Northing, 71487{79, Easting? 860.4 .' Point Number 8, Northing, i774d72YBi,1 Ea tiyiig{ 80041.: F-, Point Number 9, Northing, 771062.50, Easting, '8440. ' Point Number 10, Northing, 71' 48.75, Easting, 486641.1 J Point Number 11, Northing, 77,1;3 .93, Easting, 486d33.66 'O Point Number 12, Northing, 771 �6. 9t Easting, 486033,,7kt'`� Point Number 13, Northing, 771026: 9; Easti0g, 86016 84, Point Number 14, Northing, 771025.19, g(4g99:88 Point Number 15, Northing, 771023.68, Easting-485983.65 Point Number 16, Northing, 771022.25, Easting, 485977.75 Point Number 17, Northing, 771020.75, Easting, 485965.97 Point Number 18, Northing, 771015.62, Easting,485927.65 Point Number 19, Northing, 771012.68, Easting, 485891.56 Point Number 20, Northing, 771006.00, Easting,485850.28 Point Number 21, Northing, 771003.07, Easting, 485822.28 Point Number 22, Northing, 770996.43, Lasting, 485798.72 Point Number 23, Northing, 770992.75, Easting, 485773.65 Point Number 24, Northing, 770991.32, Lasting, 485746.40 Point Number 25, Northing, 770987.63, Easting,485722.84 Point Number 26, Northing, 770983.94, Lasting,485704.41 Point Number 27, Northing, 770983.94, Easting,485689.68 Point Number 28, Northing, 770981.69, Easting, 485669.03 Point Number 29, Northing, 770976.56, Easting, 485651.38 Point Number 30, Northing, 770974.38, Easting, 485636.63 Point Number 31, Northing, 770972.87, Easting, 485621.15 Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105.239.649.4040• Fax 239643.5716 wilsonmlller.cam � J ) 03 l2- 15580/Van 01!-TOSBORNE 8IMS 1 �.�/ 03M-501-010--0 W/1sonMlller,lnc.—FL LIc.!LC-0000170 1ôu6 u 6 WilsonMill OR: 4089 PG: 3846 er New Directions In Planning,Design&Engineering i Point Number 32, Northing, 770972.12, Easting,485607.16 Point Number 33, Northing, 770966.25, Easting,485563.68 Point Number 34, Northing, 770956.68, Easting,485524.62 Point Number 35, Northing, 770949.31, Easting,485486.31 Point Number 36, Northing, 770942.69, Easting,485453.91 Point Number 37, Northing, 770941.18, Easting,485424.44 Point Number 38, Northing, 770937.50, Easting,485399.38 Point Number 39, Northing, 770933.06, Easting,485368.44 Point Number 40, Northing, 770930.12, Easting,485346.31 Point Number 41, Northing, 770927.94, Easting,485322.75 Point Number 42, Northing, 770925.75, Easting,485302.85 Point Number 43, Northing, 770922.06, Easting,485274.84 Point Number 44, Northing, 770917.62, Easting,485254.97 Point Number 45, Northing, 770916.13, Easting,485228.43 Point Number 46, Northing, 770916.81, sg 4: 20 .28 Point Number 47, Northing, 77088 2kg,� :-f[,3 . Point Number 48, Northing, 770 7-Ea-Sting,485.►-19 07 , Poin#Number 49, Northing, 77 Easting,485049Point Number 50, Northing, 7707p ,feting,8 o 0.12 Point Number 51, Northing, 707138. �7, sti g 4850.9.41 Point Number 52, Northing, 70j7 , t:,00 r.. Point Number 53, Northing, 77$ 0 (E s'nO, • :'7 Point Number 54, Northing, 7, r.•- =, i 6 • :•048. 5 t--, Point Number 55, Northing, 7� 7 .•4, Eating, +.049. Point Number 56, Northing, \7Lfl 2.57, Easting, 485.,�.5 Point Number 57, Northing, 7?c .00, Easting,485a?`i'r!. 3 0. Point Number 58, Northing, 77Easting,485036.1 Point Number 59, Northing, 7704 : ting,.4850a04 Point Number 60, Northing, 770419.E i4tjigc4g1000 Point Number 61, Northing, 770376.81, Ea ting-4$5030.97 Point Number 62, Northing, 770328.38, Easting,485028.65 Point Number 63, Northing, 770307.80, Easting,485028.41 Point Number 64, Northing, 770284.69, Easting,485029.50 Point Number 65, Northing, 770261.18, Easting,485030.18 _ Point Number 66, Northing, 770185.85, Easting,485208.70 Point Number 67, Northing, 770069.34, Easting,485220.80 Point Number 68, Northing, 769957.75, Easting,485232.39 Point Number 69, Northing, 769943.80, Easting,485061.22 Point Number 70, Northing, 769881.44, Easting,484970.86 Point Number 71, Northing, 769663.19, Easting,484950.15 Point Number 72, Northing, 769490.85, Easting,484981.37 Point Number 73, Northing, 769466.12, Easting,484992.65 Point Number 74, Northing, 769440.38, Easting,485006.66 Point Number 75, Northing, 769412.38, Easting,485028.04 Point Number 76, Northing, 769391.00, Easting,485044.25 Point Number 77, Northing, 769371.81, Easting,485056.03 8/212 005-155801 Ver Oil.To0BORNE n CAW u -xx • 12•$04-040..0 C. 160 6 r Wilson iller OR: 4089 PG: 3847 New Directions In Planning,Design&Engineering Point Number 78, Northing, 769346.76, Easting,485067.10 Point Number 79, Northing, 769325.44, Easting,485081.09 Point Number 80, Northing, 769304.75, Easting,485093.60 Point Number 81, Northing, 769286.38, Easting,485103.19 Point Number 82, Northing, 769267.19, Easting,485114.96 Point Number 83, Northing, 769246.56, Easting,485129.72 Point Number 84, Northing, 769228.13, Easting,485144.43 Point Number 85, Northing, 769214.12, Easting, 485154.04 Point Number 86, Northing, 769200.13, Easting, 485166.56 Point Number 87, Northing, 769179.50, Easting,485182.75 Point Number 88, Northing, 769159.62, Easting, 485196.75 Point Number 89, Northing, 769136.81, Easting,485205.59 Point Number 90, Northing, 769118.38, Easting, 485207.81 Point Number 91, Northing, 769097.00, Easting,485210.75 Point Number 92, Northing, 769088.88, ang 485212.97 Point Number 93, Northing, 769082.-5 sting,-485T 7 Point Number 94, Northing, 76907 1 ,Easting,4852't5'1 Point Number 95, Northing, 7691: 3/4, Easting,4852232 Point Number 96, Northing, 7690 1. 8;E _asting, 85 40.22 Point Number 97, Northing, 769068.25 st tg 48521.59 Point Number 98, Northing, 69066:84,Elis tng,48 Point Number 99, Northing, 76 64.55(Eas ing, 466--2 2� 2, Point Number 100, Northin .7 '0 7 t'g ,� ,��,�9„1t� �ti0, :85292� �; Point Number 101, Northing;76 041..75, Easting, .5305: Point Number 102, Northing,\76'9 18.19, Easting,486309.50 Point Number 103, Northing, 1689 6.07, Easting,485i3h,2J4,. if Point Number 104, Northing, 76896 7, Easting,485316:1'`-`/ Point Number 105, Northing,768\3�8),./I Easting,4853&7 5 f Point Number 106, Northing, 768933:43ff , ting 4' 831&34 Point Number 107, Northing, 768911.31,Easting 485322.75 Point Number 108, Northing, 768896.63, Easting,485324.21 Point Number 109, Northing, 768881.13, Easting, 485324.21 Point Number 110, Northing, 768864.94, Easting, 485324.21 Point Number 111, Northing, 768857.00, Easting,485324.64 Point Number 112, Northing, 768854.41, Easting,485340.01 Point Number 113, Northing, 768846.87, Easting,485371.85 Point Number 114, Northing, 768837.27, Easting,485403.13 Point Number 115, Northing, 768825.64, Easting,485433.71 Point Number 116, Northing, 768812.03, Easting,485463.46 Point Number 117, Northing, 768796.51, Easting, 485492.27 Point Number 118, Northing, 768779.14, Easting,485519.99 Point Number 119, Northing, 768759.99, Easting,485546.52 Point Number 120, Northing, 768728.06, Easting,485587.42 Point Number 121, Northing, 768708.79, Easting,485610.61 Point Number 122, Northing, 768686.35, Easting,485634.42 Point Number 123, Northing, 768662.39, Easting,485656.70 &231X05-155601 Ver.0il.TOSOOR 10 3 0ru 03312541-0I0--00 . , 160 6 1 WilsbnMiller® OR: 4089 PG: 3848IN Y New Directions In Planning,Design&Engineering i Point Number 124, Northing, 768637.03, Easting,485677.37 Point Number 125, Northing, 768629.95, Easting,485682.67 Point Number 126, Northing, 768580.27, Easting,485719.15 Point Number 127, Northing, 768566.60, Easting,485732.61 Point Number 128, Northing, 768544.24, Easting,485753.31 Point Number 129, Northing, 768526.67, Easting,485767.63 Point Number 130, Northing, 768526.76, Easting,485786.94 Point Number 131, Northing, 768524.50, Easting,485804.62 Point Number 132, Northing, 768525.25, Easting,485822.28 Point Number 133, Northing,768525.25, Easting,485842.93 Point Number 134, Northing, 768524.50, Easting,485858.41 Point Number 135, Northing,768516.44, Easting,485857.65 Point Number 136, Northing,768507.56, Easting,485856.94 Point Number 137, Northing,768492.81, Easting,485857.65 Point Number 138, Northing,768479.56- ,•ii n . s.3.56 Point Number 139, Northing,76849858,, T•o ...1 Point Number 140, Northing,76 fi�8i , Easting,48 :9�� Point Number 141, Northing,7)5:a5, .94, Easting,485912. 9 Point Number 142, Northing,76:• 50;testing,__ 1.•30.6 Point Number 143, Northing X76:•58. , a tin.,485°•9.75 Point Number 144, NorthinI 76:a . .1 , ti ,, .4 4Point Number 145, Northin 7. : .6. , Fa ti .•: s7aPoint Number 146, Northinr7 :• iia t' . •,:598 •,� H Point Number 147, Northing\?6;• •..31, acting, •8p001.:5 4,. Point Number 148, Northing, ,84\58.94, Easting,484f97. 3 Point Number 149, Northing, 7.. 9.37, Easting,486105.7 3 5O Point Number 150, Northing,7• �! Easting,48609,1. 7 Point Number 151, Northing,76 4 r31 Eastigg,._4861 1.. Point Number 152, Northing,768412. ,ftionc 't .60 Point Number '153, Northing,768399.25,Easting;486183.31 Point Number 154, Northing,768389.68, Easting,486207.63 Point Number 155, Northing,768386.00, Easting,486233.43 Point Number 156, Northing,768375.69, Easting,486264.38 Point Number 157, Northing,768369.81, Easting,486291.63 Point Number 158, Northing,768361.68, Easting,486323.32 Point Number 159, Northing,768356.50, Easting,486340.25 Point Number 160, Northing,768350.62, Easting,486357.22 Point Number 161, Northing,768345.49, Easting,486375.62 Point Number 162, Northing, 768341.08, Easting,486390.85 Point Number 163, Northing, 768337.38, Easting,486403.62 Point Number 164, Northing,768333.68, Easting,486434.56 Point Number 165, Northing, 768332.94, Easting,486451.50 Point Number 166, Northing,768332.94, Easting,486470.66 Point Number 167, Northing, 768330.00, Easting,486484.65 Point Number 168, Northing, 768325.56, Easting,486503.10 Point Number 169, Northing,768325.56, Easting,486522.25 erlsr2666-155601 V,,Oil-TOSBORNE 4 12.5040.0--0 ,;..-1,- 1606 - Wil %ller, OR: 4089 PG: 3849 New Directions In Planning,Design&Engineering Point Number 170, Northing, 768326.31, Easting,486538.47 Point Number 171, Northing, 768321.87, Easting, 486553.94 Point Number 172, Northing, 768318.18, Easting, 486562.78 Point Number 173, Northing, 768308.63, Easting, 486577.50 Point Number 174, Northing, 768296.88, Easting, 486593.72 Point Number 175, Northing, 768288.75, Easting, 486609.19 Point Number 176, Northing, 768283.56, Easting,486621.71 Point Number 177, Northing, 768279.87, Easting,486639.41 Point Number 178, Northing, 768268.88, Easting,486665.19 Point Number 179, Northing, 768257.82, Easting, 486686.57 Point Number 180, Northing, 768246.00, Easting,486704.22 Point Number 181, Northing, 768234.25, Easting,486716.04 Point Number 182, Northing, 768216.56, Easting, 486727.81 Point Number 183, Northing, 768200.31, Easting,486742.56 Point Number 184, Northing, 768185.6 a .�ing; 6 62.43 Point Number 185, Northing, 7681 SCatiry 487 :(�7 Point Number 186, Northing, 76:010,, 6.-,-.Easting,486 1 Point Number 187, Northing, 7,684.69, Easting,48680 : 6 Point Number 188, Northingl681'4#8t;Easting,46816.2 Point Number 189, Northing; 76>313 `.63;Basting, 406 29.15 Point Number 190, Northing, 768.125. stiff 0i9 Point Number 191, Northing, 7101(19.3 , pa§tirlg, 6$ .9T Point Number 192, Northin ..7.61 1 3_ E 8683 .3 c, Point Number 193, Northing,F76(3088.32, Easting, 683 i 1' Point Number 194, Northing;?68076.57, Easting, 486828)74 I/ Point Number 195, Northing,"7680 4.00, Easting, 4868ZQ.f Point Number 196, Northing, 760 . 7, Easting, 48680 ' Point Number 197, Northing, 7680505 -asting,.4868�Q3\3 r Point Number 198, Northing, 768025:50, ting;14,�6f847: 1 Point Number 199, Northing, 768018.83,-Easting,--486858.04 Point Number 200, Northing, 768014.66, Easting, 486883.03 Point Number 201, Northing, 768007.16, Easting,486947.20 Point Number 202, Northing, 768009.74, Easting,486978.69 Point Number 203, Northing, 768008.06, Easting, 486978.12 Point Number 204, Northing, 767983.93, Easting,486975.88 Point Number 205, Northing, 767956.01, Easting,486980.40 Point Number 206, Northing, 767931.51, Easting,486992.74 Point Number 207, Northing, 767912.70, Easting, 487001.27 Point Number 208, Northing, 767905.50, Easting, 487004.53 Point Number 209, Northing, 767870.06, Easting, 487021.88 Point Number 210, Northing, 767841.50, Easting,487034.69 Point Number 211, Northing, 767814.60, Easting,487041.58 Point Number 212, Northing, 767812.00, Easting, 487042.25 Point Number 213, Northing, 767778.06, Easting, 487045.25 Point Number 214, Northing, 767732.96, Easting, 487049.13 Point Number 215, Northing, 767725.44, Easting, 487049.78 &12003.155801 Ver 017-TOSOORNE 5 uwa 03314SO4-010.0 Ct‘i: 1 . . iB6 1 wilsOnMiller' 011: 4089 PG: 3850 New Directions in Planning,Design&Engineering I Point Number 216, Northing, 767721.01, Easting,487050.41 Point Number 217, Northing, 767720.81, Easting, 487050.44 Point Number 218, Northing, 767693.56, Easting,487054.31 Point Number 219, Northing, 767635.50, Easting,487061.09 Point Number 220, Northing, 767588.75, Easting,487064.87 Point Number 221, Northing, 767543.50, Easting,487071.66 Point Number 222, Northing, 767433.38, Easting,487074.65 Point Number 223, Northing, 767403.25, Easting,487073.83 Point Number 224, Northing, 767378.37, Easting,487073.16 Point Number 225, Northing, 767360.74, Easting,487073.80 Point Number 226, Northing, 767337.62, Easting,487074.65 Point Number 227, Northing, 767291.62, Easting,487070.90 Point Number 228, Northing, 767270.12, Easting,487070.14 Point Number 229, Northing,767248.63, Easting,487069.37 Point Number 230, Northing, 767216.94,-Ea in _ 7071.66 Point Number 231, Northing, 7671 O'��,,. 1ic> ? :65 Point Number 232, Northing, 767 038-;-Easting,48 Point Number 233, Northing,75 0.06, Easting,487084. Point Number 234, Northing, 67724�}Tt9 Easting,46r7089.7. Point Number 235, Northing 76 093`3; a n9,487101.06 Point Number 236, Northin4, 7 0 6 •• 7 Point Number 237, Northin , 7 0 8. ti ••, T: Point Number 238, Northin t7 0 0 ''., 18712`.5. Point Number 239, Northin c76 0 .44, asting, X;712'. Point Number 240, Northing 6 99.36, Easting,4: g 7 11 Point Number 241, Northing, t 8 ;8.44, Easting,48 . 0 Point Number 242, Northing,70 ` 7 . 6, Easting,48713&, Point Number 243, Northing, 766 ', - tins ._871 9, Point Number 244, Northing, 76691 .5. to tir , __�25 Point Number 245, Northing,766891.06, Easting 487137.31 Point Number 246, Northing,766878.37, Easting,487138.78 Point Number 247, Northing,766868.40, Easting,487139.36 Point Number 248, Northing, 766839.87, Easting,487141.03 Point Number 249, Northing, 766811.89, Easting,487141.38 Point Number 250, Northing, 766779.56, Easting,487141.78 Point Number 251, Northing,766713.19, Easting,487148.56 Point Number 252, Northing, 766651.32, Easting,487151.97 Point Number 253, Northing,766617.44, Easting,487153.84 Point Number 254, Northing,766531.44, Easting,487160.63 Point Number 255, Northing, 766494.50, Easting,487159.88 Point Number 256, Northing, 766478.69, Easting,487155.00 Point Number 257, Northing,766462.81, Easting,487150.09 Point Number 258, Northing,766457.03, Easting,487146.62 Point Number 259, Northing,766440.19, Easting,487136.50 Point Number 260, Northing, 766425.88, Easting,487115.40 Point Number 261, Northing, 766413.07, Easting,487077.69 1023/2005-15500,Ver.O11-TOSOORNE 6 Wa 03312-SO4-040•0 „ , 160 6 /l 4nMillera OR 4&89 PG: 3851 New Directions in Planning,Design&Engineering Point Number 262, Northing, 766411.57, Easting,487048.52 Point Number 263, Northing, 766411.56, Easting, 487048.28 Point Number 264, Northing, 766410.06, Easting,487017.34 Point Number 265, Northing, 766410.06, Easting,486984.16 Point Number 266, Northing, 766410.06, Easting,486935.16 Point Number 267, Northing, 766409.29, Easting,486894.64 Point Number 268, Northing, 766408.50, Easting,486852.94 Point Number 269, Northing, 766403.25, Easting,486779.03 Point Number 270, Northing, 766402.50, Easting,486735.31 Point Number 271, Northing, 766401.75, Easting,486690.81 Point Number 272, Northing, 766399.51, Easting,486626.20 Point Number 273, Northing, 766397.94, Easting,486580.72 Point Number 274, Northing, 766393.44, Easting,486467.59 Point Number 275, Northing, 766388.18, Easting, 486339.37 Point Number 276, Northing, 766384.37,-Ea0-4486205.91 Point Number 277, Northing, 766380' a frog et?T08.63 Point Number 278, Northing, 766 7�3tfi;Easting,4859 5�r \ Point Number 279, Northing, 766373`07, Easting,48592 . �\ Point Number 280, Northing,i7663'1Z:32;-Easting,48,5897.8 Point Number 281, Northing/766371``56;; astit 48'5i171.06 Point Number 282, Northing', 766367M,-. i 5 1' Point Number 283, Northing, 766367.$, Ea ti 57Point Number 284, Northin ,,(76� 33,25, kg ti574 6k E—, Point Number 285, Northingg\,76 3581002Easting74'85715' ' Point Number 286, Northing,' 66357.25, Easting,488678.175/•,J Point Number 287, Northing, e54.25, Easting, 488648�,,5, ) Point Number 288, Northing, 786`_ 8:•g4, Easting,4856i8 Point Number 289, Northing, 766 ge stin / c6 9a 485.x .6 Point Number 290, Northing, 76634 :1 tg ting;05,544:80 Point Number 291, Northing, 766348.19, Easting;-485498.50 Point Number 292, Northing, 766350.44, Easting,485472.88 Point Number 293, Northing, 766351.93, Easting,485439.68 Point Number 294, Northing, 766355.74, Easting,485407.26 Point Number 295, Northing, 766357.25, Easting,485392.94 Point Number 296, Northing, 766357.69, Easting, 485388.74 Point Number 297, Northing, 766358.75, Easting,485378.59 Point Number 298, Northing, 766364.01, Easting,485349.18 Point Number 299, Northing, 766370.50, Easting,485311.03 Point Number 300, Northing, 766371.56, Easting,485296.76 Point Number 301, Northing, 766372.32, Easting, 485285.09 Point Number 302, Northing, 766372.24, Easting, 485283.59 Point Number 303, Northing, 766372.13, Easting,485281.28 Point Number 304, Northing, 766370.81, Easting,485254.16 Point Number 305, Northing, 766366.31, Easting,485226.25 Point Number 306, Northing, 766361.75, Easting,485193.10 Point Number 307, Northing, 766352.69, Easting,485172.72 8/23P2005-155601 Ver.Oil-7OSOORNE 7 GN1 0 03312-S64-046.0 . 161) 6 Wil :Miller' OR: 4089 PG: 3852 -- New Directions In Planning,Design&Engineering Point Number 308, Northing,766345.93, Easting,485152.00 Point Number 309, Northing,766341.38, Easting,485138.03 Point Number 310, Northing,766333.12, Easting,485113.15 Point Number 311, Northing, 766324.81, Easting,485095.03 Point Number 312, Northing, 766317.25, Easting,485076.94 Point Number 313, Northing,766311.69, Easting,485066.31 Point Number 314, Northing, 766309.00, Easting,485061.09 Point Number 315, Northing, 766304.26, Easting,485048.65 Point Number 316, Northing,766300.69, Easting,485039.25 Point Number 317, Northing,766298.70, Easting,485029.56 Point Number 318, Northing, 766296.19, Easting,485017.37 Point Number 319, Northing,766295.22, Easting,485013.69 Point Number 320, Northing,766294.26, Easting,485010.00 Point Number 321, Northing,766291.63, Easting,485000.04 Point Number 322,Northing, 766287.13,-E n „•_•, •78.90 Point Number 323, Northing,76625.5'b`2vga a •• I.43 Point Number 324, Northing,76 ,§8a 1-rEasting,484''it• Point Number 325, Northing, 7 6 -.88, Easting,484916. Point Number 326, Northing, 66E Q�88;Easting,4 00.9 Point Number 327, Northing 76 293.``f2;`E�astin!,484 93.69 Point Number 328, Northin , 76627 ti +, , :•• Point Number 329, Northin ,7 2i a ti ., :, ,. Point Number 330, Northin t' •, . :486-.7 Point Number 331, Northing ,75i 3 .69,-Lasting, , e 85 . Point Number 332, Northing,$ 03.69, Easting,4x :41. 8 Point Number 333, Northing, 6.68, Easting,4848t0, ,,,AP Point Number 334, Northing,7e $0 0, Easting,48482 y.,•4•1 Point Number 335, Northing, 766 8)(2 . tin , Point Number 336, Northing, 76630 . 'EO t)ny, 4l 8 .•3 Point Number 337, Northing,766311.25,Easting;--4 791.13 Point Number 338, Northing, 766316.50, Easting,484770.00 Point Number 339, Northing,766318.56, Easting,484759.34 Point Number 340, Northing,766321.06, Easting,484746.62 Point Number 341, Northing,766321.06, Easting,484727.78 Point Number 342, Northing,766320.31, Easting,484717.94 Point Number 343, Northing,766319.56, Easting,484706.66 Point Number 344, Northing,766315.75, Easting,484683.28 Point Number 345, Northing,766313.06, Easting,484671.42 Point Number 346, Northing,766309.75, Easting,484656.87 Point Number 347, Northing,766297.68, Easting,484627.46 Point Number 348, Northing,766280.31, Easting,484582.21 Point Number 349, Northing,766272.10, Easting,484558.43 Point Number 350, Northing,766266.00, Easting,484540.75 Point Number 351, Northing,766246.38, Easting,484492.50 Point Number 352, Northing,766226.75, Easting,484451.00 Point Number 353, Northing, 766211.68, Easting,484418.60 823'1005.155801 Vet.011-TOSBORNE (070,3_31. 040/0.0 . 1611 6 WilsdnMiller' 011, 4089 PG: 3853 New Directions In Planning,Design&Engineering Point Number 354, Northing, 766194.37, Easting,484387.66 Point Number 355, Northing, 766186.81, Easting,484370.31 Point Number 356, Northing, 766184.19, Easting,484362.03 Point Number 357, Northing, 766181.50, Easting,484353.72 Point Number 358, Northing, 766177.75, Easting,484331.84 Point Number 359, Northing, 766176.25, Fasting, 484309.97 Point Number 360, Northing, 766177,37, Easting, 484299.83 Point Number 361, Northing, 766177.87, Easting,484295.30 Point Number 362, Northing, 766178.50, Fasting,484289.62 Point Number 363, Northing, 766181.94, Easting,484270.28 Point Number 364, Northing, 766183.06, Easting,484263.97 Point Number 365, Northing, 766192.82, Easting,484245.13 Point Number 366, Northing, 766207.93, Easting, 484231.56 Point Number 367, Northing, 766218.50, Easting, 484222.50 Point Number 368, Northing, 766237.3 ,- n ,p4209.69 Point Number 369, Northing, 766284A,,E?6ng,_448?}2*90 Point Number 370, Northing, 76527&,82;`Easting,48420-3' :\ Point Number 371, Northing, 7,86296.94, Easting, 48420590 Point Number 372, Northing,,76632 :8'I;-Easting,484214.9 Point Number 373, Northing/768332 35; `Eastin 484220.26 Point Number 374, Northing', 76,5345 9.;-E ti ,. 229`x2 Point Number 375, Northing, 786354.25, Ea�ti , 1 42 . Point Number 376, Northing,(70,83 3,?5. , `��8424 .6 Point Number 377, Northing`x768379.87, Easting-,-4261.8472 ��.f' Point Number 378, Northing, i;`8e97.19, Easting,484285 84 Point Number 379, Northing, 68 11.93, Easting,484*.Q.Q ,O Point Number 380, Northing, 766280:$8, Easting,48441. Point Number 381, Northing, 7664k7� 1 .,`�€asting,4840510_p Point Number 382, Northing, 766647.50', E0fting,14,f3�4225 Point Number 383, Northing, 766463.56,-. sting;-48-4-275.28 Point Number 384, Northing, 766421.93, Easting,484302.35 Point Number 385, Northing, 766419.12, Easting,484298.22 Point Number 386, Northing, 766410.19, Easting, 484284.50 Point Number 387, Northing, 766397.25, Easting,484258.63 Point Number 388, Northing, 766387.04, Easting,484246.75 Point Number 389, Northing, 766381.93, Easting, 484240.81 Point Number 390, Northing, 766368.19, Easting, 484223.03 Point Number 391, Northing, 766352.00, Easting,484207.66 Point Number 392, Northing, 766335.01, Easting,484197.15 Point Number 393, Northing, 766328.14, Easting,484194.60 Point Number 394, Northing, 766313.18, Easting,484189.06 Point Number 395, Northing, 766293.75, Easting, 484185.84 Point Number 396, Northing, 766276.00, Fasting, 484185.84 Point Number 397, Northing, 766267.92, Easting, 484186.60 Point Number 398, Northing, 766259.00, Easting, 484187.43 Point Number 399, Northing, 766239.62, Easting,484192.32 8123,2005-155001 Ver 011-TOSBORNE ^ G33 7 033 12-504010.0 0 1:6E1 it filler' �'n OR: 4089 PG: 3854 New Directions In Planning,Design&Engineering Point Number 400, Northing, 766228.69, Easting,484196.76 Point Number 401, Northing, 766217.75, Easting, 484201.18 Point Number 402, Northing, 766197.56, Easting,484210.91 Point Number 403, Northing, 766181.38, Easting,484226.29 Point Number 404, Northing, 766170.87, Easting,484241.62 Point Number 405, Northing, 766164.37, Fasting,484258.63 Point Number 406, Northing, 766163.02, Easting,484263.94 Point Number 407, Northing, 766160.75, Easting, 484272.74 Point Number 408, Northing, 766157.12, Easting, 484286.91 Point Number 409, Northing, 766157.57, Easting,484297.85 Point Number 410, Northing, 766158.75, Easting, 484325.71 Point Number 411, Northing, 766158.75, Easting, 484341.09 Point Number 412, Northing, 766152.25, Easting,484355.65 Point Number 413, Northing, 766145.82, Easting,484366.16 Point Number 414, Northing, 766132.87;-Easings 43 2.63 Point Number 415, Northing, 766126T8'1„Fa'stin 644 'QB Point Number 416, Northing, 766f2074,-Easting,48431 \\ Point Number 417, Northing, 78600.50, Easting,484380. 2 Point Number 418, Northing,./76600.p0, Easting, 814376.6 Point Number 419, Northing,768044.89;'Eastinq,48466.97 Point Number 420, Northing 7660 (� �� anti( ?84 �i3��"' Point Number 421, Northing, 75988. 41, Eaptir g,484338 .47 Point Number 422, Northing '76,5988.88, E.astin9,484324.711 , Point Number 423, Northing,\76947.69,tasting,484308 75 i'". Point Number 424, Northing,\;0919.38, Easting, 484�286i91 Point Number 425, Northing, 95887.87, Easting, 48420. Point Number 426, Northing, 76487:94, Easting,484244'V-3 Point Number 427, Northing, 76583*Easting,_48144`66' Point Number 428, Northing, 765808-2%,iAlling;*214:95 Point Number 429, Northing, 765793.26,Fasting-4$4205.25 Point Number 430, Northing, 765758.44, Easting,484187.43 Point Number 431, Northing, 765728.56, Easting, 484170.47 Point Number 432, Northing, 765716.48, Fasting,484165.94 Point Number 433, Northing, 765702.69, Easting,484160.78 Point Number 434, Northing, 765676.81, Easting,484149.43 Point Number 435, Northing, 765650.13, Easting,484144.59 Point Number 436, Northing, 765620.19, Easting,484137.31 Point Number 437, Northing, 765606.43, Fasting,484135.28 Point Number 438, Northing, 765592.68, Easting,484133.28 Point Number 439, Northing, 765571.69, Easting,484129.22 Point Number 440, Northing, 765550.63, Easting, 484125.99 Point Number 441, Northing, 765528.68, Easting,484123.40 Point Number 442, Northing, 765523.19, Easting, 484122.75 Point Number 443, Northing, 765516.94, Fasting, 484121.63 Point Number 444, Northing, 765511.81, Easting, 484120.72 Point Number 445, Northing, 765500.49, Easting, 484118.72 &'2372005.155901 Yu:011-TOSBORNE 1 0 0331 0131zs04-040--0 1613 6 - Wilso&&Millers OR: 4089 PG: 3855 New Directions In Planning,Design&Engineering Point Number 446, Northing, 765480.75, Easting, 484116.16 Point Number 447, Northing, 765463.31, Easting,484113.87 Point Number 448, Northing, 765437.44, Easting, 484108.21 Point Number 449, Northing, 765420.44, Easting, 484104.16 Point Number 450, Northing, 765395.37, Easting,484100.94 Point Number 451, Northing, 765366.31, Easting,484092.03 Point Number 452, Northing, 765348.13, Easting, 484086.15 Point Number 453, Northing, 765336.37, Easting,484082.35 Point Number 454, Northing, 765314.56, Easting,484075.87 Point Number 455, Northing, 765260.37, Easting, 484058.06 Point Number 456, Northing, 765240.12, Fasting,484052.00 Point Number 457, Northing, 765219.94, Easting,484045.94 Point Number 458, Northing, 765186.75, Easting, 484035.44 Point Number 459, Northing, 765168.56, Easting, 484028.56 Point Number 460, Northing, 765150.37,r a 021.68 Point Number 461, Northing, 7651 g0:2§,;Sa A0 12 Point Number 462, Northing, 76�5t O 63;Easting,4839. Point Number 463, Northing, 765142:62, Easting, 483983. 8 Point Number 464, Northing,7ll649fi 50;Easting,_483968.3 Point Number 465, Northing;764944:'18;-siting, 4813959.41 Point Number 466, Northin ' 7:4919'.59,,E1 , a 2` 27 Point Number 467, Northing, 7 9ji 3.4, O ,4.$3951.4' Point Number 468, Northin ,,776490,5 8t , 8394 . f--I Point Number 469, Northin,?64870 62, Easting, 3393`. Point Number 470, Northi ,\764832.62, Easting, 4839257/_.-.) Point Number 471, Northing, 64892.68, Easting, 481,.§104,33 Point Number 472, Northing, 7847118:(16, Easting, 4839081) Point Number 473, Northing, 7647 7',88;�Easting,_4838 87 Point Number 474, Northing, 76474t28ledStin9;k4 38884:22 Point Number 475, Northing, 764716.13, Easting 483868.84 Point Number 476, Northing, 764689.43, Easting, 483848.62 Point Number 477, Northing, 764671.69, Easting, 483832.47 Point Number 478, Northing, 764656.32, Easting,483817.91 Point Number 479, Northing, 764633.69, Easting,483797.69 Point Number 480, Northing, 764618.96, Easting,483783.63 Point Number 481, Northing, 764615.06, Easting, 483779.91 Point Number 482, Northing, 764602.94, Easting,483769.40 Point Number 483, Northing, 764587.56, Easting, 483760.50 Point Number 484, Northing, 764573.00, Easting, 483755.65 Point Number 485, Northing, 764558.50, Easting, 483750.78 Point Number 486, Northing, 764552.44, Easting, 483749.32 Point Number 487, Northing, 764547.75, Easting, 483748.12 Point Number 488, Northing, 764521.25, Easting, 483680.44 Point Number 489, Northing, 764515.62, Easting, 483668.31 Point Number 490, Northing, 764507.51, Easting,483659.44 Point Number 491, Northing, 764389.50, Easting,483593.12 0232005-156001 Ver 01!-TOSBORNE 1 1 ruu 03312-5414-04C,•0 1606 011: 4089 PG: 3856 WilsOnMiller NewDlreolions In Planning,Design&Engineering Point Number 492, Northing, 764187.31, Easting,483661.03 Point Number 493, Northing, 764231.38, Easting,483780.72 Point Number 494, Northing,764218.88, Easting,483780.72 Point Number 495, Northing, 764196.19, Easting,483774.25 Point Number 496, Northing,764187.31, Easting, 483769.40 Point Number 497, Northing, 764176.82, Easting,483763.75 Point Number 498, Northing, 764160.63, Easting,483752.41 Point Number 499, Northing, 764145.25, Easting,483745.94 Point Number 500, Northing, 764133.12, Easting,483737.06 Point Number 501, Northing,764118.56, Easting,483732.19 Point Number 502, Northing, 764103.18, Easting,483728.97 Point Number 503, Northing, 764087.87, Easting,483724.90 Point Number 504, Northing, 764074.12, Easting,483723.31 Point Number 505, Northing, 764053.88, Easting,483723.31 Point Number 506, Northing, 764041., n „ 3721.68 Point Number 507, Northing, 7640X 44„ 48 i •X26 Point Number 508, Northing, 764C�t. ;Easting,48 6 Point Number 509, Northing, 7/639-9 44, Easting,483704.•6 Point Number 510, Northing,/763 . 8;-Easting,_4: 700.6: Point Number 511, Northin , 70;E-.�ati 43.83.68 Point Number 512, Northin , 79; i . : .. Point Number 513, Northin , 7n7.�,, a ti .�Point Number 514, Northin '. . . -8364 .38 h { Point Number 515, Northin T6.93, asting, :3641 :Point Number 516, Northing, 6.32, Easting,4 ,'••15 76 Point Number 517, Northing, EA +2.13, Easting,48 '9 , Point Number 518, Northing, 7 6 .:1, Easting, 48357 ,k' Point Number 519, Northing, 763 412 a ti ,_4. :..., Point Number 520, Northing, 763588:0• Lattir 'tk 5._2.19 Point Number 521, Northing, 763544.44, stip , 3527.62 Point Number 522, Northing, 763512.13, Easting,483515.50 Point Number 523, Northing, 763478.12, Easting,483501.74 Point Number 524, Northing, 763453.88, Easting,483491.21 Point Number 525, Northing, 763420.75, Easting, 483475.88 Point Number 526, Northing, 763391.63, Easting,483459.69 Point Number 527, Northing,763375.44, Easting,483444.35 Point Number 528, Northing, 763360.06, Easting,483427.35 Point Number 529, Northing, 763352.00, Easting,483411.97 Point Number 530, Northing, 763346.38, Easting,483385.31 Point Number 531, Northing,763349.57, Easting,483368.31 Point Number 532, Northing,763354.44, Easting,483348.09 Point Number 533, Northing,763359.31, Easting,483332.75 Point Number 534, Northing, 763366.56, Easting,483305.25 Point Number 535, Northing,763373.06, Easting,483279.37 Point Number 536, Northing,763381.12, Easting,483255.12 Point Number 537, Northing, 763390.00, Easting,483224.37 0 ,23/2006.155001 Ver 011-TO58ORNE 12 Gam., 0]]/2-504.040•-0 , , 1606 6 - Wil �rMiller' OR: 4089 PG: 3857 New Directions In Planning,Design&Engineering Point Number 538, Northing, 763398.94, Easting,483202.56 Point Number 539, Northing, 763455.37, Easting, 483026.56 Point Number 540, Northing, 763506.38, Easting,482889.40 Point Number 541, Northing, 763521.19, Easting,482851.40 Point Number 542, Northing, 763541.56, Easting, 482824.54 Point Number 543, Northing, 763563.81, Easting, 482801.37 Point Number 544, Northing, 763583.24, Easting,482791.16 Point Number 545, Northing, 763606.74, Easting,482781.03 Point Number 546, Northing, 763844.90, Easting, 482779.05 Point Number 547, Northing,763849.25, Easting, 482780.03 Point Number 548, Northing, 763904.87, Easting, 482795.81 Point Number 549, Northing, 763938.63, Easting, 482811.71 Point Number 550, Northing, 763865.50, Easting, 482999.41 Point Number 551, Northing, 764032.00, Easting,_ 483060.06 Point Number 552, Northing, 764161.06; a i i 31,04.46 Point Number 553, Northing, 7641,69't `I as in({ (cert, 69 Point Number 554, Northing, 7640;x'8;Easting,4830gi6 Point Number 555, Northing, 764`204.88, Easting,483015: 5 Point Number 556, Northing„//642`'4 4;Easting,4926.8 Point Number 557, Northing;764258.1 2;Fastin ,482883.66 Point Number 558, Northing, 7 5 2; �ti 287 3r6F7 Point Number 559, Northing, 7 1206.40, as tin, 8287 .5,d Point Number 560, Northing,-- 4? ,06T astitig, 8286 .10 Point Number 561, Northing,r7 1 6..'00, fisting, 82851 101 '� Point Number 562, Northing\764108.94, Easting, 482824 46 :-.,,,--y Thence South 20°10'47”Wes >95 feet to a point?� ,t & 'line of Section 33, Township 46 South, Range 28 East Colliert�pt , Florida (Point�I(irrn ief 563, Northing, 763982.28, Easting, 482777.91); �� 'La ' civ-,,---- Thence along said west line North 00°28`34'-West ft 87.60 feet to the northwest corner of said Section 33 (Point Number 567, Northing, 765769.82, Easting, 482763.06); Thence along the west line of Section 28,Township 46 South, Range 28 East, Collier County, Florida North 01°16'37"West, 5300.86 feet to (Point Number 1, Northing, 771069.37, Easting, 482644.93) POINT OF BEGINNING; Containing 434.74 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North89°00'45"East. 1613 6 OR: 4089 PG: 3858 W►lsonM►ller New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 2 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERP jETAT}ANS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: --- R �.'O� 1. DATE OF PHOTOGRAPHY:4/2 0-' 111?,, 2. NEGATIVE SCALE: 1:36000 -,-" 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED "= 0'. 6. THIS IMAGERY HAS NO BE Ws- • •--' ;ii I 9 ERyTO MEET MINIMUM TECHNICAL STANDAR S O •N. a . s S A ARDS. 7. VERTICAL ELEVATION HAG: )IL C• S ORI 0 A� p PLACEMENT. EVERY EFFORT HAS BEEN M M M I ` EC • bITICAL FEATURES. 8. IN AREAS WHERE TALL TEt, CTURES OR TREE kE• T TRUCT FEATURES, EXPOSURES WERE MOSAU D IN AN EFFORT .cqvilSgE HE EFFECT. 9. THIS PROD • IS SIMILAR N'-A URACY TO RECTIF CARGEMENTS, EXCEPT P'•,iiI A DIGITAL FO �5 BY DATE 8-08-05 ' t' ' -e;P.S:M.LS#5627 WILSONMILI, ,,; �..,, GIS7ERED ENGINEERS AND LAND SURVEYORS. NOT VAI?t THOU' TF •$I0JATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPP -%sc'„' 44'r,� NOT BA$ s 15itt_%a(R1/�Ey;.�OF SUBJECT LANDS. CERTI FJ LItifSOR Ik J#LB-43 REF 2H-9 .J v) !/23/[006-105001 Vet.Oil-TOSBORNE G”' 14 03312SO4.016.0 WilsOR: 4089 PG: 385 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 22 and 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7 -PARCEL B) (EXHIBIT A) All that part of Sections 22 and 27,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 27,Township 46 South, Range 28 East,Collier County, Florida. Thence along said north line of said Section 27, North 88°59'47" East, 544.11 feet, to the POINT OF BEGINNING; (Point Number 573, Northing 771170.47, Easting 488502.29); Thence along Eastingisaid north line 489279.86)North 88°59'47" , L 7.71,1?99 feet to(Point Number 576, Northing 77118Thence leaving said line in straight-line-segrnenrite-throug`n. helfoll ing vertices, (Points 577 through 579 inclusive) 7(j,./Point Number 577, Northing 772526. ,�hastin4892 7,3 Point Number 578, Northing 77254 (92,'61141190589.15\ Point Number 579, Northing 772561.,73;aEastirrg-14 Thence along the east line of t e h1l` reit delbcribe gar4jeout 0 °3 '22 East, 1342.58 feet to a point on said north line of said Section 27 (Roir i t'4umber`580i1Northirtg 7,7'1 ;20, Easting 491261.54) Thence along the north line of d.Section 27 North 88° 47"Eas 3'333 09 feet to(Point Number 581, Northing 771225.17, Easting 491,591`558) f Thence leaving said line in straigh 4IAte egments through t fpllo i §'vertices, (Points 582 through 631 &573 inclusive) `jt, Point Number 582, Northing 772567.63, stirfgr 91 __ p1 Point Number 583, Northing 772573.53, Eastin'494-909:42 Point Number 584, Northing 771333.35, Easting 491920.69 Point Number 585, Northing 771291.04, Easting 491800,20 Point Number 586, Northing 771341.91, Easting 491677,84 Point Number 587, Northing 771102.33, Easting 491749.23 Point Number 588, Northing 770950,54, Easting 491802.25 Point Number 589, Northing 770847.16, Easting 491828,92 Point Number 590, Northing 770739.68, Easting 491834.56 Point Number 591, Northing 770582.14, Easting 491856.71 Point Number 592,Northing 770335.17, Easting 491693.64 Point Number 593, Northing 770318.76, Easting 491480.21 Point Number 594, Northing 770285.95, Easting 491343.49 Point Number 595, Northing 770139.90, Easting 491131.60 Point Number 596, Northing 770203.08, Easting 491077.35 Point Number 597, Northing 770363.89, Easting 491060.73 Point Number 598, Northing 770631.37, Easting 491052.73 Point Number 599, Northing 770613.42, Easting 491021.75 Point Number 600, Northing 770574.76, Easting 490954.99 Point Number 601, Northing 770554.64, Easting 490878.23 Offices strategically located to serve our clients 800.649.4336 Naples/Corporale Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649.4040• Fax 239.643.5716 wilsonmiller.com 811 V2005-156076 Vac 011-TOS8ORNE CA443 03312-504-040--0 WIIs°nMl!lr,/nc.-K Llc,1 LC•C000170 16B6 1 IsinMiller' OR: 4089 PG: 3860 New Directions In Planning,Design&Engineering t Point Number 602,Northing 770563.43, Easting 490785.97 Point Number 603,Northing 770594.18, Easting 490689.32 Point Number 604,Northing 770642.52, Easting 490632.21 Point Number 605, Northing 770800.67, Easting 490509.19 Point Number 606, Northing 770936.87, Easting 490408.15 Point Number 607,Northing 771024.73, Easting 490307.11 Point Number 608, Northing 771033.52, Easting 490258.77 Point Number 609, Northing 771046.70, Easting 490113.80 Point Number 610,Northing 771086.23, Easting 489995.17 Point Number 611, Northing 771125.77, Easting 489815.06 Point Number 612, Northing 771130.16, Easting 489705.22 Point Number 613,Northing 771147.75, Easting 489503.12 Point Number 614,Northing 771147.75, Easting 489362.54 Point Number 615,Northing 771135.54, Easting 489340.85 Point Number 616,Northing 771119.05, Easting 489311.52 Point Number 617,Northing 770910.86,Easti g-489"~47 0 Point Number 618, Northing 770901.72, stir 4$923 Point Number 619, Northing 770896. F Ingit89'13 1' ?' Point Number 620, Northing 77089 .9 sting 489133.61 ,i_... Point Number 621,Northing 770815.D , Easting 489060.69 Point Number 622,Northing 77 753. 2 asting'4889-'t7.2 Point Number 623, Northing 77 761/.23,_ as i • •88103.80 Point Number 624,Northing 7 x076 ,S4. : =at, •Point Number 625,Northing 7 076 9 sti ,8 :5 Point Number 626, Northing 7 �Zj9� 8i $ :5°.-11 f..,) Point Number 627,Northing 7 as Mg-4 8 81 :2 w Point Number 628,Northing 77� 47, Easting 488628. ; ;� Point Number 629, Northing 77101 , Easting 488468.8 ,0 Point Number 630,Northing 7710\ •Easting 488450.25 (� Point Number 631, Northing 771160, ting 488498.86 ,C Point Number 573,Northing 771170.4--Easji 502:2•-{ R9 OF BEGINNING) C19- --- Containing 103.27 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East,Collier County, Florida being North 88°00'45"East. til166030 Van 016TOS ORNE 2 30312$01-010••0 1606 6 i/ & OR: 4089 PG: 3861 v New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 3 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE PHOTOGRAPHY:4123/�0�3 R Cpl �V 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER:2.5' '. \:?:1•„„ 4. TARGET SCALE: 1"=500' / 5. SCALE NOT TO EXCEED 1."=506'.7., _,. --,� 6. THIS IMAGERY HAS NOT/BE'N ORTFrOC.OR}?ECTEp IN ADE TO MEET MINIMUM TECHNICAL STANDARDS OF/N-A-�' N4CL-'IV`I CU c�?/ TANDARDS. 7. VERTICAL ELEVATION gHAf rGES 1 ILIi C US I(I:OF I NtTA DI PLACEMENT. EVERY EFFORT HAS BEEN MAC?C�T\kIZE, y1 EI FEC ,F( R ,RItICAL FEATURES. 8. IN AREAS WHERE TALL ZS,TR�1CTURESZ3R T EE: LEA1TO/OBSTRUCT FEATURES, EXPOSUR WERE MOSAICKED IN AN EFFORT'CO_MINI (Z.E'THE EFFECT. 9. THIS r',1,,,,,t, t T IS SIMILA(2 i(ACCURACY TO RECi'I�IFJE 1,,161,IARGEMENTS, EXCEPT iipii..4.DIGITAL F IMA / • x ,k A 'i • h .BY ,,??,', n ' . 'I� LATE 8-08-05 LA 4::7:'' "c'1��{,�..'v ' /-5► LS#5627 WILSI N ISTERED ENGINEERS AND LAND SURVEYORS. NOT`ti'f` �; ,,T•, E.SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVE f.. '04' ,-.1- ER. NOT BABE:1Y ' :'IIL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION#LB-43 REF 2H-99 b/,G200Tt 155508 Vet,Oib TOS8ORNE q CAO J0 C0312-504-040—0 . I . 160 6 WII nMiller° OR: 4089 PG: 3862 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7–PARCEL C) (EXHIBIT A) All that part of Section 33, Township 46 South, Range 28 East, Hendry County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along the west line of said Section 33, North 00°28'34" East, 1817.05 feet,to the POINT OF BEGINNING; (Point Number 633,N t";-763 5284, Easting,482778.16); Thence leaving said west line ina. h rf i fi t�Pough the following vertices, (Points 633 through 637 inclusive) ( T' Point Number 634, Northing, /6390-9, 3;ERsting, 8 80.0 Point Number 635, Northing 76 94 :8, a ing,482 96.07 Point Number 636, Northing, 7.4 e 7" 'ti •MI: . or Point Number 637, Northin ,7;'9 8.7 , a ti '3 :-.:e Thence South 15°01'15"W pt,-. :I :Pt o n •n the _-s lire of said Section 33 (Point Number 638, Northing, 763 92.:7, asting,482 74 5) Thence along the west line of .�. ection 33 North est 59.98 feet to(Point Number 633, Northing, 763952.84, East 9, 778.16)(POINT Q INNING) N — \ Containing 0.01 acres more or less. i IJE C1-9. --' Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East, Collier County, Florida being North 89°0045"East. Offices strategically located to serve our clients 600.649.4336 -'5 Nap/er,Sorporate Office 3200 Balky Lane,Suite 200•Naples,Florida 34105.239.649.4040• Fax 2396435716 wllsonmiller.com 8,,232005.15667E Ver.011-50580404E c 1 ws 03312-50{-040..0 W11sonMnlw,lnc.—fL L1c./LC-C000170 1 6 D 6 ilnMiller� OR: 4089 PG: 3863 New Directions In Planning.Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 4 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: ______—_____ 1. —__- 1. DATE OF PHOTOGRAPHY:4/2310,3<kf, C®; Z-, 2. NEGATIVE SCALE: 1:36000 / iv''i "''- 1Y9,r 3. PIXEL DIAMETER: 2.5' f( ) 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1"=500'. -\ -,`I 6. THIS IMAGERY HAS NOT'BEEN ORTH ORF ECTEQ IN O E TO MEET MINIMUM TECHNICAL STANDARD'S O 6AT k � CVIRA TA DARDS. 7. VERTICAL ELEVATION CHA$4GES V(IL C US r.OI NT Ali DISPLACEMENT. EVERY EFFORT HAS BEEN MAD '�Q MJI JMIZE_�FjfS�Er$FEC�FCR p,RITICAL FEATURES. 8. IN AREAS EXPOSUR - ERERE ALL MOSAIC D(IN AN EFFORT 1 MRES-OR 111E-5'4 IJI /ZS THE EFFECT.TRucT ETURES, kV �} i 9. THIS P-•DUCT IS SIMILAR ACCURACY TO RMF EDLE.NLARGEMENTS, EXCEPT PR"' ��ED IN A DIGITAL F0 M .t 0 Icy^ L.' J R BY ''17'�3F_ a f 01115-TE 8-08-05 . 47 s T /-','P.S.M. LS#5627 Wit tee : ll�.`}; GISTERED ENGINEERS}A�ND LAND SURVEYORS. NOT,4,:,;4;f'. fi ,7,;WS IGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SUFE ,`: wr-. • ;Pg�R. NO •c , e IT.LL SURVEY OF SUBJECT LANDS. CERT 004:3 ,'At THORIZATION#LB-43 REF 2H-99.'•',;:4` , :r' 82312005.155870 Vu,011-TOSSORNE n 000412 l 12SO4o40--0 1606 6 WilsonMiller OR: 4089 PG: 3 64 New Directions In Planning,Design&Engineering i DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7-PARCEL D) (EXHIBIT A) All that part of Sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida. Thence along the west line of said Section 33, South 00°28'34" East, 2199.96 feet, to the POINT OF BEGINNING (Point Number.639 1t 763569.93, Easting, 482781.34); I rte'. Thence leaving said west line in,6tra t=line segments-1 t'a)9 the following vertices, (Points 640 through 980 inclusive) f Point Number 640, Northing; 76354 '5 -Eastin•,482 97.66 Point Number 641, Northing, 7 `3 �ri • stifi'P ; 4(V�( '' Point Number 642, Northin , 7 344 8.00, Eaa tin•, d:28 8.8(2 Point Number 643, Northin ,t7 4.46, Easting,8302 .19 Point Number 644, Northin 6X8'4:38, Easting;- 320 93 Point Number 645, Northing ',Z63377.06, Easting, 4823 56 Point Number 646, Northing,4760 0.88, Easting, 481267.2. 0 Point Number 647, Northing, 773 ,2x7, Easting, 483306 6"i Point Number 648, Northing, 763336184:Easting, ,83351 0.0' Point Number 649, Northing, 763332:63`E ting; l 3.3,7h.03 Point Number 650, Northing, 763331.81, sting,-4&3399.84 Point Number 651, Northing, 763334.02, Easting, 483414.14 Point Number 652, Northing, 763342.32, Easting, 483437.06 Point Number 653, Northing, 763347.94, Easting,483449.18 Point Number 654, Northing, 763360.06, Easting, 483461.31 Point Number 655, Northing, 763373.81, Easting,483471.01 Point Number 656, Northing, 763394.88, Easting,483483.15 Point Number 657, Northing, 763427.19, Easting,483496.87 Point Number 658, Northing, 763462.00, Easting,483513.06 Point Number 659, Northing, 763497.56, Easting, 483527.62 Point Number 660, Northing, 763538.81, Easting, 483545.40 Point Number 661, Northing, 763643.81, Easting, 483592.50 Point Number 662, Northing, 763716.37, Easting, 483621.69 Point Number 663, Northing, 763749.09, Easting, 483633.86 Point Number 664, Northing, 763789.50, Easting, 483648.90 Point Number 665, Northing, 763817.55, Easting,483659.62 Point Number 666, Northing, 763850.94, Easting,483672.38 Offices strategically located to serve our clients 800.649.4335 Naples✓Vorporate Office 3207 Bailey Lane,Suile 200•Naples,Florida 34105.239.649.4040• Fax 239.643.5716 wilsonmfllorcom 7/262006,53079 Ver.011-TOSBORNEcua 1 03312.504-040—0 wllsonMlllu,lnc,—FL Lk#LC-0000170 , i5D6 WilsonMiller' OR: 4089 PG: 3865 r New Directions In Planning,Design&Engineering Point Number 667, Northing, 763871.42, Easting,483679.96 Point Number 668, Northing, 763894.56, Easting,483688.53 Point Number 669, Northing, 763947,12, Easting,483709.56 Point Number 670, Northing, 763979,50, Easting,483719.26 Point Number 671, Northing, 764002.94, Easting,483728.16 Point Number 672, Northing, 764023.19, Easting,483732.19 Point Number 673, Northing, 764045.81, Easting,483737.06 Point Number 674, Northing, 764072.49, Easting,483737.85 Point Number 675, Northing, 764099.19, Easting,483743.53 Point Number 676, Northing, 764123.44, Easting, 483754.03 Point Number 677, Northing, 764147.68, Easting,483763.75 Point Number 678, Northing, 764172.75, Easting, 483775.06 Point Number 679, Northing, 764192.19, Easting, 483787.19 Point Number 680, Northing, 764219.69, Easting, 483795.28 Point Number 681, Northing, 764237 - 3796.22 Point Number 682, Northing, 764284377„ ?a'Sttntr,'44869�'Ek Point Number 683, Northing, 7645'109-,--Easting, 4838 .', pi; Point Number 684, Northing, 7,,6`457,5`44, Easting, 483823.7 Point Number 685, Northing,J7645f57 69;Easting,4813773. Point Number 686, Northing; 76459648E'Eastin.,48393.25 Point Number 687, Northing, 764 5;` Mini, • $ T Point Number 688, Northin, 7 46�(I, Ea ti ., :.;38 V. Point Number 689, Northin ,(71 4B8Z:,40, Eaj g, 48387.0• & Point Number 690, Northiny�76 69-g.56, fisting, 483882.118 Point Number 691, Northing, 76.4,747.31, Easting, 48391132 Point Number 692, Northing, W€4.86, Easting, 48 9i2_�.2 rO Point Number 693, Northing, 7401972, Easting, 483933A, Point Number 694, Northing, 764134 6 ,Easting-483949 a, Point Number 695, Northing, 764884:751,t ting;11$3960.`63 Point Number 696, Northing,764917.94,tasting;-483973.56 Point Number 697, Northing, 764951.06, Easting,483982.47 Point Number 698, Northing, 765013.01, Easting,484000.94 Point Number 699, Northing, 765051.32, Easting,484012.37 Point Number 700, Northing, 765126.04, Easting,484034.19 Point Number 701, Northing, 765169.18, Easting, 484048.74 Point Number 702, Northing, 765202.57, Easting,484060.09 Point Number 703, Northing, 765255.13, Easting, 484078.68 Point Number 704, Northing, 765289.06, Easting, 484090.03 Point Number 705, Northing, 765355.37, Easting,484111.03 Point Number 706, Northing, 765428.13, Easting,484130.43 Point Number 707, Northing, 765465.35, Easting,484136.13 Point Number 708, Northing, 765496.87, Easting,484140.96 Point Number 709, Northing, 765548.63, Easting,484145.81 Point Number 710, Northing, 765593.13, Easting,484155.50 Point Number 711, Northing, 765626.25, Easting,484163.59 Point Number 712, Northing, 765671.56, Easting, 484174.91 7/2&2005-155079 Ver.011-TOSBOPNE 2 i cup 0 101312,504 NO—0 1 I , . 160 6 OR: 4089 PG: 3866 WilsOnMiller -- New Directions In Planning,Design&Engineering Point Number 713, Northing, 765695.00, Easting,484180.59 Point Number 714, Northing, 765735.44, Easting,484198.37 Point Number 715, Northing, 765783.12, Easting, 484225.88 Point Number 716, Northing, 765816.31, Easting,484247.69 Point Number 717, Northing, 765862.38, Easting,484273.56 Point Number 718, Northing,765904.43, Easting,484303.50 Point Number 719, Northing, 765946.50, Easting,484334.22 Point Number 720, Northing,765972.37, Easting,484356.06 Point Number 721, Northing,766003.06, Easting,484373.84 Point Number 722, Northing, 766019.25, Easting,484384.34 Point Number 723, Northing, 766051.63, Easting,484398.09 Point Number 724, Northing, 766088.00, Easting,484401.35 Point Number 725, Northing, 766121.93, Easting,484400.53 Point Number 726, Northing,766159.12, Easting,484403.75 Point Number 727, Northing, 766180.j9 Ea,jingfi ,,14.28 Point Number 728, Northing, 7661'. 94,,* ffn ; .' ••..3 Point Number 729, Northing, 76 5 Easting,4 • • -8?7. Point Number 730, Northing,'7.8.0 •.44, Easting,484500 9 Point Number 731, Northing,l766 3Q Easting,484\542.0 Point Number 732, Northin , 76.25 . , € §tin•,484,78.44 Point Number 733, Northin , 7:• •• 0, • • :f• ;4'1' Point Number 734, Northin , 7',• :2.r., ti i• ..:• • a Point Number 735, Northin a•2 • . •8466 . 3 E.-, Point Number 736, Northin , 6�¢ •1.13, asting, • a•69 Point Number 737, Northing,T68 95.81, Easting,4 . 45 8 Point Number 738, Northing, 7 t3 2.57, Easting,484': .O Point Number 739, Northing, 7)51t . 3, Easting, 4848 3;4 Point Number 740, Northing, 7662 A Eatin ..:. Point Number 741, Northing, 76627 09 E tir , ::9:•63 Point Number 742, Northing, 766270.75,-Easting-r• :•907.54 Point Number 743, Northing, 766267.50, Easting,484955.25 Point Number 744, Northing, 766272.37, Easting,484981.12 Point Number 745, Northing, 766275.56, Easting,485000.53 Point Number 746, Northing,766279.62, Easting,485026.41 Point Number 747, Northing, 766288.50, Easting,485053.91 Point Number 748, Northing, 766303.06, Easting,485080.60 Point Number 749, Northing, 766316.01, Easting,485116.97 Point Number 750, Northing, 766323.32, Easting,485142.03 Point Number 751, Northing, 766339.43, Easting,485177.62 Point Number 752, Northing, 766347.56, Easting,485203.50 Point Number 753, Northing, 766353.19, Easting,485238.25 Point Number 754, Northing, 766352.38, Easting,485272.22 Point Number 755, Northing,766352.38, Easting,485308.63 Point Number 756, Northing,766345.94, Easting,485343.37 Point Number 757, Northing, 766341.20, Easting,485379.72 Point Number 758, Northing, 766340.25, Easting,485387.05 7R•reoos 155.7•ver.012 TOSBONNE 3 03312-004d0.-0 #16E1 6 . . �ls�►�rMitler. OR; 4089 PG: 3867 t NewDireGtons in Planning,Design&Engineering Point Number 759, Northing, 766337.07, Easting,485429.91 Point Number 760, Northing, 766333.00, Easting, 485482.47 Point Number 761, Northing, 766329.75, Easting, 485526.94 Point Number 762, Northing, 766333.00, Easting, 485557.66 Point Number 763, Northing, 766334.62, Easting,485619.12 Point Number 764, Northing, 766337.07, Easting,485659.56 Point Number 765, Northing, 766342.69, Easting, 485704.85 Point Number 766, Northing, 766345.94, Easting, 485747.68 Point Number 767, Northing, 766350.81, Easting, 485782.47 Point Number 768, Northing, 766352.38, Easting, 485835.03 Point Number 769, Northing, 766355.62, Easting, 485886.78 Point Number 770, Northing, 766360.50, Easting,485930.44 Point Number 771, Northing, 766358.88, Easting, 485996.75 Point Number 772, Northing, 766364.50, Easting, 486103.50 Point Number 773, Northing, 766368.5.71-ka env 4c6225.59 Point Number 774, Northing, 766371"81,, a ttgg_063 Point Number 775, Northing, 766379;-Easting,4863 9$ Point Number 776, Northing, 766`3.7,7.49, Easting, 486420. 6 Point Number 777, Northing,,76637§7p,-Easting,_466498.9 Point Number 778, Northing 7661383.34, Easting,48604.85 Point Number 779, Northing, 76/6353�R rL0-ti ic; .••k5 "jPoint Number 780, Northin , 7 639. , ti E,486614.34( Point Number 781, Northin 6257 sti 0,466499. Point Number 782, Northin x766267'.43, asting, 664741 Point Number 783, Northing,766243.12, Easting, 486 t 3142/ ' Point Number 784, Northing, 6:621\9.31, Easting, 48641.0!>® Point Number 785, Northing, 7 19.7:03,Easting, 486407,0' Point Number 786, Northing, 76617 ,36 ,Easting_4863 ;1°fi Point Number 787, Northing, 76615739 Ea ng M354":99 Point Number 788, Northing, 766140.21, Easting;486327.15 Point Number 789, Northing, 766124.88, Easting, 486298.24 Point Number 790, Northing, 766111.48, Easting, 486268.39 Point Number 791, Northing, 766100.06, Easting,486237.73 Point Number 792, Northing, 766090.67, Easting,486206.39 Point Number 793, Northing, 766084.00, Easting,486177.34 Point Number 794, Northing, 766019.41, Easting,486254.52 Point Number 795, Northing, 765885.67, Easting,486278.62 Point Number 796, Northing, 765711.72, Easting,486264.98 Point Number 797, Northing, 765517.27, Easting, 486231.85 Point Number 798, Northing, 764995.12, Easting,486207.89 Point Number 799, Northing, 764990.70, Easting,486208.05 Point Number 800, Northing, 764956.65, Easting,486209.35 Point Number 801, Northing, 764944.88, Easting,486209.92 Point Number 802, Northing, 764933.68, Easting,486210.45 Point Number 803, Northing, 764927.63, Easting,486359.38 Point Number 804, Northing, 764928.04, Easting, 486360.61 7RN1005 155579 VN:011-TO500FWE 4 03312-SO4AM•0 1606 �Is+� ills . OR: 4089 PG: 3868 New Directions In Planning,Design&Engineering Point Number 805, Northing, 764931.77, Easting,486371.77 Point Number 806, Northing, 764927.83, Easting,486382.25 Point Number 807, Northing, 764926.51, Easting,486386.88 Point Number 808, Northing, 764924.00, Fasting,486448.75 Point Number 809, Northing, 764927.78, Easting,486463.27 Point Number 810, Northing, 764926.53, Easting, 486483.11 Point Number 811, Northing, 764922.43, Easting,486487.20 Point Number 812, Northing, 764920.77, Fasting,486528.12 Point Number 813, Northing, 764925.21, Fasting,486535.51 Point Number 814, Northing, 764923.90, Easting,486544.68 Point Number 815, Northing, 764919.90, Easting, 486549.47 Point Number 816, Northing, 764901.07, Easting, 487012.71 Point Number 817, Northing, 764897.43, Easting,487102.29 Point Number 818, Northing, 764897.71, Easting,487102.68 Point Number 819, Northing, 764897.?,5i-M ±n ,,4 7-1.Q6.83 Point Number 820, Northing, 764894Ragtirt17 86 3. �"tt Point Number 821, Northing, 764 Easting,48 Point Number 822, Northing,7,-6480.27, Easting,487193:13 Point Number 823, Northing,,'7650631 ;Eastingr_671217.7 Point Number 824, Northing;76083.09;Easting,487 24.13 Point Number 825, Northing, 71" ,pasti0` ,-FSitj` ' Point Number 826, Northing, 761 3.4 , E4tir)g,4 7 4` 7, Point Number 827, Northing �'�a1 _ sting,67264.80 i Point Number 828, Northing;;765199.96, Easting, d'8i728226 { Point Number 829, Northing 765214.48, Easting,482,�2141 A Point Number 830, Northing, 765256.01, Easting, 48(322. Point Number 831, Northing,7@52381, Easting, 487331', 1 Point Number 832, Northing, 76521` 56`'Easting,-_4873#88 Point Number 833, Northing, 765173:25; EA ng;* $'/ 62:51 Point Number 834, Northing, 765142.75,tatting;4$7376.91 Point Number 835, Northing, 765089.38, Easting,487402.31 Point Number 836, Northing, 765044.50, Easting,487425.19 Point Number 837, Northing, 765004.68, Easting,487441.28 Point Number 838, Northing, 764977.56, Easting,487455.68 Point Number 839, Northing, 764912.31, Easting,487485.35 Point Number 840, Northing, 764881.28, Easting,487499.73 Point Number 841, Northing, 764864.09, Easting,487507.70 Point Number 842, Northing, 764862.79, Easting,487508.29 Point Number 843, Northing, 764842.88, Easting,487517.53 Point Number 844, Northing, 764831.92, Easting,487522.14 Point Number 845, Northing, 764794.56, Easting,487537.87 Point Number 846, Northing, 764766.63, Easting,487543.78 Point Number 847, Northing, 764739.31, Easting,487545,19 Point Number 848, Northing, 764737.69, Easting,487545.28 Point Number 849, Northing, 764733.56, Easting, 487545.50 Point Number 850, Northing, 764711.51, Easting,487542.74 7/18100' 155979 Vol-011-TOSBORNE 5 J0331.504.044 0 , . 16136 - IsofMiIIer. OR: 4059 PG: 3869 Planning, New Directions In Planning,Design&Engineering Point Number 851, Northing, 764688.97, Easting, 487539.92 Point Number 852, Northing, 764671.23, Easting, 487537.47 Point Number 853, Northing, 764637.88, Easting, 487532.78 Point Number 854, Northing, 764623.86, Easting,487529.13 Point Number 855, Northing, 764623.48, Easting, 487529.03 Point Number 856, Northing, 764598.87, Easting, 487522.62 Point Number 857, Northing, 764556.03, Easting, 487508.33 Point Number 858, Northing, 764550.62, Easting, 487506.53 Point Number 859, Northing, 764511.62, Easting, 487498.06 Point Number 860, Northing, 764473.50, Easting, 487482.81 Point Number 861, Northing, 764444.69, Easting, 487470.93 Point Number 862, Northing, 764415.06, Easting,487452.32 Point Number 863, Northing, 764364.24, Easting,487421.81 Point Number 864, Northing, 764300.68, Easting, 487376.91 Point Number 865, Northing, 764250.691 a 'n „ 87 43.04 Point Number 866, Northing, 7642')-6:�0QQ,,,g tin4-403, :411 Point Number 867, Northing, 764108.t Easting,4872 1 Point Number 868, Northing, 7641.7,7`12, Easting,487287: 0. Point Number 869, Northing,7641'7 3;Easting,487.281.8 Point Number 870, Northing;764r168`0i astn9, 487279.94 Ea,.i _ Point Number 871, Northin , 7fj4 148;qq aSti ' ;. 74 4'S Point Number 872, Northin, 7 t1 j2.26 Ea t r ,4 Point Number 873, Northin7 0 5 b 8721 .5 Point Number 874, Northin-764033.00,Easting,4 717 Point Number 875, Northing,763 79.63, Easting, 487'1133)79 Point Number 876, Northing, 0,0 7.19, Easting,487148. Point Number 877, Northing, 7 8921'. 8 Easting,487094'1 1,, Point Number 878, Northing, 76382 7'-Ea is ing„487Q5$3 Point Number 879, Northing, 763803.43 ting 4670.6 0 Point Number 880, Northing, 763774.09, Easting,-486980.71 Point Number 881, Northing, 763749.19, Easting, 486960.09 Point Number 882, Northing,763704.31, Easting, 486927.90 Point Number 883, Northing, 763650.94, Easting,486887.25 Point Number 884, Northing, 763630.18, Easting,486871.15 Point Number 885, Northing, 763609.43, Easting,486855.06 Point Number 886, Northing, 763578.07, Easting,486827.97 Point Number 887, Northing, 763539.94, Easting,486800.00 Point Number 888, Northing, 763484.06, Easting,486759.34 Point Number 889, Northing, 763450.99, Easting,486735.63 Point Number 890, Northing, 763412.87, Easting,486714.43 Point Number 891, Northing, 763380.69, Easting, 486697.51 Point Number 892, Northing, 763357.00, Easting,486683.94 Point Number 893, Northing, 763353.07, Easting, 486682.42 Point Number 894, Northing, 763334.87, Easting,486675.41 Point Number 895, Northing,763318.88, Easting, 486669.87 Point Number 896, Northing, 763304.69, Easting, 486666.47 7211200n-IS5070 Yx.011-T058(MNE 6 0wa 03312-SO4-040-•0 0 1606 Wil n filler; OR: 4089 PG: 3870 New Directions In Planning,Design&Engineering i Point Number 897, Northing, 763287.56, Easting, 486665.41 Point Number 898, Northing, 763268.87, Easting,486664.47 Point Number 899, Northing, 763253.63, Easting,486666.16 Point Number 900, Northing, 763233.31, Easting,486670.38 Point Number 901, Northing, 763211.25, Easting,486673.78 Point Number 902, Northing, 763190.06, Easting,486679.69 Point Number 903, Northing, 763160.44, Easting,486689.03 Point Number 904, Northing, 763119.75, Easting, 486701.72 1 Point Number 905, Northing, 763085.87, Easting,486712.74 Point Number 906, Northing, 763046.07, Easting,486723.76 Point Number 907, Northing, 763013.87, Easting,486731.38 Point Number 908, Northing, 762976.63, Easting,486732.21 Point Number 909, Northing, 762932.56, Easting,486733.06 Point Number 910, Northing, 762902.07, Easting, 486733.90 Point Number 911, Northing, 762880.00,-Ea filing;~ 67.31.38 Point Number 912, Northing, 762848:69,,datitng;,574$:$,5 Point Number 913, Northing, 76252,p75;-Easting,486 8?O,Q, Point Number 914, Northing, 7627K25, Easting, 48672 `65 Point Number 915, Northing,lTl6276gs ;-Easting,_486732.2 Point Number 916, Northing, 762733:51;-Fasting, 466736.47 \1 Point Number 917, Northing, 7 r70 sti `, 6 �39c09 Point Number 918, Northing, 7265.1 , a ti 66 4;2.41 Point Number 919, Northing 7, 640412, tin , ':8675 .7,2 {. Point Number 920, Northin ,176?582.69,'Easting,- 675 ../7 Point Number 921, Northing ,762531.00, Easting,466762 7 Point Number 922, Northing,`762A‘ 6.81, Easting, 48576 I.8>O Point Number 923, Northing, 7694 ;62, Easting,486776'6 '/ Point Number 924, Northing, 762' 8��L", a ting,488'7 C8/ Point Number 925, Northing, 762412:t1�g4 taptirig;A86729:22 Point Number 926, Northing, 762386.82, Easting86708.38 Point Number 927, Northing, 762363.02, Easting,486685.94 Point Number 928, Northing, 762350.74, Easting, 486673.41 Point Number 929, Northing, 762330.89, Easting,486651.93 Point Number 930, Northing, 762310.22, Easting,486626.57 Point Number 931, Northing, 762291.25, Easting,486599.91 Point Number 932, Northing, 762282.36, Easting,486586.00 Point Number 933, Northing, 762185.52, Easting, 486491.47 Point Number 934, Northing, 762157.77, Easting,486462.09 Point Number 935, Northing, 762137.10, Easting,486436.73 Point Number 936, Northing, 762118.13, Easting,486410.07 Point Number 937, Northing, 762100.95, Easting,486382.23 Point Number 938, Northing, 762095.51, Easting,486372.48 Point Number 939, Northing, 762057.77, Easting, 486303.05 Point Number 940, Northing, 762047.88, Easting,486283.88 Point Number 941, Nor-thing, 762034.47, Easting,486254.04 I Point Number 942, Northing, 762023.05, Easting,486223.38 Tr26/2005.155079 Ver.OH-T0580RNE 7 GWS 03314504-010--0 , 1606 - WilsonMiller° OR; 4089 PG: 3871 New Directions In Planning,Design&Engineering Point Number 943, Northing, 762018.68, Easting,486209.68 Point Number 944, Northing, 762000.62, Easting,486150.30 Point Number 945, Northing, 761995.61, Easting,486132.65 Point Number 946, Northing, 761988.29, Easting,486100.76 Point Number 947, Northing, 761983.07, Easting,486068.46 Point Number 948, Northing, 761979.97, Easting,486035.89 Point Number 949, Northing, 761979.01, Easting,486003.19 Point Number 950, Northing, 761980.20, Easting,485970.49 Point Number 951, Northing, 761983.51, Easting,485937.94 Point Number 952, Northing, 761988.96, Easting,485905.63 Point Number 953, Northing, 761991.98, Easting,485891.75 Point Number 954, Northing, 761996.96, Easting,485870.32 Point Number 955, Northing, 761746.30, Easting,485863.97 Point Number 956, Northing, 761721.69, Easting,485759.35 Point Number 957, Northing, 761 02.09S-Ea4jin � 5653.82 Point Number 958, Northing, 761796.92,'E}a in r_4 i 5 i:$5 Point Number 959, Northing, 761.7 38;`Easting,485 5 1 Point Number 960, Northing, 7614--75.02, Easting,48512 . 7 Point Number 961, Northing,;761737 28; Easting,484966.9 Point Number 962, Northing'76164(3`k4 acting,484775.59 ,7\) Point Number 963, Northing, 7 `160 �:�4; a, ti `, Point Number 964, Northing, 76159.59, aSti ,� . 5,8 Point Number 965, Northing,1 1.54„0-,36,,E is , •84363.28 F-, Point Number 966, Northing \\143g:44, Easting, 4t23'7'76 Point Number 967, Northing, 764 13.91, Easting,4_;``i35�81 Point Number 968, Northing, 8� `73.60, Easting,484658. -O Point Number 969, Northing, 7 099 0 Easting, 48409. 1 Point Number 970, Northing, 7608 ,.61},Eastl ng,_.4839� 20 Point Number 971, Northing, 760707:556, Easting, 1;8383-1'00 Point Number 972, Northing, 760599.26, Easting;488708.75 Point Number 973, Northing, 760435.98, Easting,483496,14 Point Number 974, Northing, 760344.09, Easting,483362.19 Point Number 975, Northing, 760363.78, Easting, 483204.56 Point Number 976, Northing, 760415.47, Easting, 483110.20 Point Number 977, Northing, 760441.73, Easting, 483006.41 Point Number 978, Northing, 760413.83, Easting,482901.39 Point Number 979, Northing, 760326.86, Easting,482858.62 Point Number 980, Northing, 760215.27, Easting,482855.54 1120/2006-155070 Ver.011-T05801171E p c-i 8 03312.504-040--0 1606 6 %' %, a OR: 4089 PG: 3872 Wr New Directions In Planning,Design&Engineering Thence South 54°23'47"West 56.65 feet to a point on the west line of said Section 33(Point Number 981, Northing, 760182.29, Easting,482809.4891); Thence along said west line North 00°28'34"West 3387.76 feet to the POINT OF BEGINNING (Point Number 639, Northing, 763569.93, Easting, 482781.34) Containing 371.28 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45"East. COU a (C 0 P ..0 Q L) -P RL E cI 112&2005-155079 VM:Oil-TO58O9NE 9^ CFM, 03312-SO4-014-0 1 6 U 0 . . OR: 4089 PG: 3873 Wilsp*Miller New Directions in Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 5 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89'00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRE TI q NS-.FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: --XVI 00 1. DATE OF PHOTOGRAPHY:4/240%%) -, �`~��` -(12,,, 2. NEGATIVE SCALE: 1:36000 , . -• 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 10, \ 5. SCALE NOT TO EXCEED 1" 00'. \ \ _ _ 6. THIS IMAGERY HAS NOT BE � oAftt ,H0"O R I 91-)TVE TO MEET MINIMUM TECHNICAL STANDARDS QR NATIQNA L M , , 'CO' CY -ANDARDS. 7. VERTICAL ELEVATION 91-HAlGES,WILL ,JC ALJ$E ORIZ� NTAL!D1$PLACEMENT, EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS EFFECT"�I� cBITICAL FEATURES. 8. IN AREAS WHERE TALL ,TR,CTURES OR TREEIr� -EAI T OBiSTRUCT FEATURES, EXPOSUR WERE MOSAIi✓KED IN AN EFFORT1IIN1IM4�ETHE EFFECT. 9. THI P .DU:T IS SIMILAR(VACCURACY TO REC Q- NLARGEMENTS, EXCEPT �O07, A DIGITAL FOR :;0, ',Y. l4;s ','.2: DATE 8-08-05 • 7.74. .• P 'ted. LS#5627 • 1 » r� -if:$. WILSC) "-"1 1 ar .ISTERED ENGINEERS AND LAND SURVEYORS. NO`#"i `-A :?'; NATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURV 1ls ';"4K`+.• 'F NOT BA uJr'' f if!• 1 VEY OF SUBJECT LANDS. I�I CERT ,"'•, e'foRIZATION#LB-43 REF 2H-9° ' ,.'t' ,;; it -' f. 1/202005-(55078 Ver 0i I-TOSBORMECAM 10 07912-SO4-04b-6 , . . 160 .6 tl I ' Miller OR: 4089 PG: 3874 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL E) (EXHIBIT A) All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida. Thence along said east line of said Section 33, South 00°27'07"East, 220.66 feet, to (Point Number 984, Northing, 765658.70, Eas i ::67 . POINT OF BEGINNING; Thence continue along said east li e.ofJa al'e•1'i uth 00°27'07"East, 3573.53 feet to a I point(Point Number 992, Northi d6,0:5.29, Eastibg 1.6 .97) Thence leavingsaid east lin m s72 ht=r e� a h t n me thro h t e following vertices, (Points 993 through 1126& 984 inc Gsiv-) Point Number 993, Northin , 7.00;2. , a ti. •, . ::, ..a, Point Number 994, Northin 0;1 •: E t'ii°, '8804:. . f..,, Point Number 995, Northin ,` I: .76, -sting, • 8011 .. Point Number 996, Northing, •• '086.07, Easting,4 �7.8 09 Point Number 997, Northing, 4.:8.16, Easting,487G9••.1,.0 Point Number 998, Northing, 7 X07 ;2, Easting, 48786,7.e Point Number 999, Northing, 7620 3,t8. Estira_ls,_487ff sf Point Number 1000, Northing, 7620; 7. [Fast ng, i77c •9'.74 Point Number 1001, Northing, 762066.81 Easting 4:7787.03 Point Number 1002, Northing, 762067.99, Easting, 487754.34 Point Number 1003, Northing, 762071.31, Easting,487721.79 Point Number 1004, Northing, 762076.75, Easting,487689.52 Point Number 1005, Northing, 762083.46, Easting,487660.74 Point Number 1006, Northing, 762114.64, Easting, 487543.00 Point Number 1007, Northing, 762125.06, Easting, 487508.67 Point Number 1008, Northing, 762136.69, Easting, 487478.09 Point Number 1009, Northing, 762150.30, Easting, 487448.33 Point Number 1010, Northing, 762165.82, Easting, 487419.53 Point Number 1011, Northing, 762170.43, Easting, 487411.76 Point Number 1012, Northing, 762199.97, Easting, 487363.05 Point Number 1013, Northing, 762212.73, Easting,487343.09 Point Number 1014, Northing, 762222.44, Easting,487329.17 Point Number 1015, Northing, 762230.71, Easting, 487311.72 Point Number 1016, Northing, 762246.23, Easting, 487282.92 Point Number 1017, Northing, 762263.60, Easting, 487255.19 Offices strategically located to serve our clients 800.649.4335 1 Naples,'Votporate Office 3200 Bailey Lane,Suite 207•Naples,Florida 34105•239649.4040• Fax 239.643.5716 - wllsonmlilercam 8123/2005.155681 Var.011-TOSBORNE 1 cwi 03312-SO4-040-0 Wns°n3rlllar,/nc.—FL Llc.f LC-C000170 >� , . 160 6 1 - WiIs&Miller' OR: 4089 PG: 3875 New Directions In Planning,Design&Engineering Point Number 1018, Northing, 762275.50, Easting, 487238.28 Point Number 1019, Northing, 762325.55, Easting,487170.18 Point Number 1020, Northing, 762332.80, Easting, 487160.56 Point Number 1021, Northing, 762353.64, Easting, 487135.34 Point Number 1022, Northing, 762376.08, Easting, 487111.54 Point Number 1023, Northing, 762377.68, Easting, 487109.96 Point Number 1024, Northing, 762456.44, Easting, 487032.42 Point Number 1025, Northing, 762478.81, Easting,487011.71 Point Number 1026, Northing, 762504.17, Easting, 486991.04 Point Number 1027, Northing, 762530.83, Easting, 486972.08 Point Number 1028, Northing, 762539.14, Easting, 486966.68 Point Number 1029, Northing, 762569.49, Easting, 486947.40 Point Number 1030, Northing, 762585.83, Easting, 486937.55 Point Number 1031, Northing, 762583.73, Easting, 486935.57 Point Number 1032, Northing, 762561.4.5; tI�pg X486911.61 Point Number 1033, Northing, 76254 2 TEtittgz*8 '69.17 Point Number 1034, Northing, 7 Z ,Easting,486 3: Point Number 1035, Northing,7625 2.21, Easting, 4868 6;\ Point Number 1036, Northing,76 48p-.25;-Easting,48,6809725 Point Number 1037, Northing, 762414:6?;,Easting, 48 791.3 Point Number 1038, Northirg, 762 }69tsti, 8 785. Point Number 1039, Northing, 62169. 9 Eas i g #$ '70' . , Point Number 1040, Northi 9��_h6,2`_9.6,� 5 Ei g8672. 2 Point Number 1041, Northirig,-7 2506.4 lrastr g, 86/ :T2 Point Number 1042, Northin7 4 514.93, Easting, ,6783.9 .� Point Number 1043, Northing,16 670.00, Easting,480.719 Point Number 1044, Northing,'7,q-20 .12, Easting, 48676m:6e) Point Number 1045, Northing, 762E 7' 6,Easting,.g86,7f33. Point Number 1046, Northing, 762699,3 [ pst ,4$6758.93 Point Number 1047, Northing, 762702.88;Easting486758.19 Point Number 1048, Northing, 762705.63, Easting, 486757.59 Point Number 1049, Northing, 762717.38, Easting,486755.10 Point Number 1050, Northing, 762744.32, Easting,486753.06 Point Number 1051, Northing, 762773.32, Easting,486750.87 Point Number 1052, Northing, 762797.00, Easting,486748.03 Point Number 1053, Northing, 762815.62, Easting, 486745.78 Point Number 1054, Northing, 762863.07, Easting, 486745.78 Point Number 1055, Northing, 762902.07, Easting, 486750.03 Point Number 1056, Northing, 762952.07, Easting, 486750.03 Point Number 1057, Northing, 762988.44, Easting, 486748.32 Point Number 1058, Northing, 763024.87, Easting, 486746.63 Point Number 1059, Northing, 763058.88, Easting, 486740.31 Point Number 1060, Northing, 763107.06, Easting, 486730.54 Point Number 1061, Northing, 763185.88, Easting, 486698.34 Point Number 1062, Northing, 763258.68, Easting, 486685.90 Point Number 1063, Northing, 763291.49, Easting, 486685.37 823R0M-153881 Ver.011.TOSBORNE 2 wu 03312-SO4-0M-0 1606 i filler' OR: 4089 PG: 3876 New Directions In Planning,Design&Engineering Point Number 1064, Northing, 763320.69, Easting, 486690.91 Point Number 1065, Northing, 763346.68, Easting, 486700.62 Point Number 1066, Northing, 763355.81, Easting, 486705.50 Point Number 1067, Northing, 763384.56, Easting, 486720.87 Point Number 1068, Northing, 763429.81, Easting, 486744.94 Point Number 1069, Northing, 763464.56, Easting, 486767.81 Point Number 1070, Northing, 763524.69, Easting, 486816.09 Point Number 1071, Northing, 763594.19, Easting, 486871.16 Point Number 1072, Northing, 763646.68, Easting, 486916.06 Point Number 1073, Northing, 763706.00, Easting, 486955.03 Point Number 1074, Northing, 763779.68, Easting, 487013.47 Point Number 1075, Northing, 763824.53, Easting, 487048.88 Point Number 1076, Northing, 763876.25, Easting, 487089.72 Point Number 1077, Northing, 763975.37, Easting, 487158.35 Point Number 1078, Northing, 764072.$2;Ea ting1_48.7234.60 Point Number 1079, Northing, 764 Sgt 71fEasting'_47,279:46 Point Number 1080, Northing, 75471 00", Easting, 48148 Q . Point Number 1081, Northing,7641,97.59, Easting, 4873253$ Point Number 1082, Northin !764222:75,-Easting, x}$7347.2\5 Point Number 1083, NorthinO, 76427.5:25;-Easting, 48'7381.16 Point Number 1084, Northir{g, 764122 7 ;fti ,,j 7 13.E Point Number 1085, Northi g, 748 00; E sr�g4&75th \ . Point Number 1086, Northin , 4 3 5, tig487474 t._ I Point Number 1087, Northi r 6 88.75, astrng;;'-87509 a,-; 1 Point Number 1088, Northin -764512.50, Easting,407514.1 Point Number 1089, Northing,' '6148�83.63, Easting,467532/,& ,' Point Number 1090, Northing, 403.81, Easting, 487548. 7 Point Number 1091, Northing, 76449 4,fasting,48-7.51 0 75`' Point Number 1092, Northing, 764742 06JEti stOgN4.8-7,6134.12 Point Number 1093, Northing, 764772.56;Easting;4877559.03 Point Number 1094, Northing, 764831.88, Easting, 487543.78 Point Number 1095, Northing, 764852.88, Easting, 487533.76 Point Number 1096, Northing, 764869.13, Easting, 487526.00 Point Number 1097, Northing, 764880.45, Easting, 487520.22 Point Number 1098, Northing, 764908.94, Easting,487505.66 Point Number 1099, Northing, 764947.94, Easting, 487492.13 Point Number 1100, Northing, 764987.76, Easting, 487468.41 Point Number 1101, Northing, 765036.88, Easting, 487444.68 Point Number 1102, Northing, 765091.94, Easting, 487420.97 Point Number 1103, Northing, 765135.12, Easting, 487399.78 Point Number 1104, Northing, 765169.00, Easting, 487379.43 Point Number 1105, Northing, 765207.13, Easting,487362.51 Point Number 1106, Northing, 765246.94, Easting, 487341.31 Point Number 1107, Northing, 765269.86, Easting, 487332.61 Point Number 1108, Northing, 765452.42, Easting, 487465.12 Point Number 1109, Northing, 765464.43, Easting, 487474.12 W23/2005-155081 Vac 05.TO08ORNE 3 03312-504.040-0 , , 16U6 WilsonMiller' OR: 4089 PG: 3877 r New Directions In Planning,Design 8 Engineering Point Number 1110, Northing, 765489.65, Easting, 487494.96 Point Number 1111, Northing, 765513.46, Easting,487517.41 Point Number 1112, Northing, 765535.74, Easting,487541.36 Point Number 1113, Northing, 765536.57, Easting,487542.38 Point Number 1114, Northing,765565.92, Easting,487545.05 Point Number 1115, Northing, 765583.04, Easting,487557.89 Point Number 1116, Northing, 765583.04, Easting,487598.55 Point Number 1117, Northing, 765583.08, Easting, 487605.86 Point Number 1118, Northing, 765592.56, Easting, 487621.23 Point Number 1119, Northing, 765607.89, Easting, 487650.14 Point Number 1120, Northing, 765621.29, Easting,487679.98 Point Number 1121, Northing, 765632.71, Easting,487710.64 Point Number 1122, Northing, 765642.10, Easting,487741.98 Point Number 1123, Northing, 765649.42, Easting,487773.87 Point Number 1124, Northing, 76565 i g 87 �7 Point Number 1125, Northing, 765 tting l 74 Point Number 984, NorthinPoint Number 1126, g,Northing, 7.7 ' Easting,,880 ` g, 58 70, Easting, 48807 . 8 P INT OF BEGINNING Containing 76.08 acres mor or ss. Subject to easements of re rd7' — Bearings are based on the ort e o S4,....Ct n .: + ts' r• • S uth, Range 28 East, Collier County, Florida being Nort 8q'u I , _" - F� 0�4117, CIRC-0 M12065.156881 ver.On-TOSaORNE 4 rain 03712504-010••0 1 6D 6 /l Miller OR: 4089 PG: 3878 New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 6 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: � -- 1. DATE OF PHOTOGRAPHY:4/23/03--� Cot], NEGATIVE2. : :6000 y' 1 3. PIXEL DIAMETER:2 , 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED, "=5.0'.� _ T - -.J' \` 6. THIS IMAGERY HAS NOT'BEEN ORT IO ORRECTE,D IN O DEIN TO MEET MINIMUM TECHNICAL STANDARDS OR NAT1 N URCYSTANDARDS. 7. VERTICAL ELEVATION cHAn GES WILT CA SE ORI ONTA..DISPLACEMENT. EVERY ..—[ EFFORT HAS BEEN MADE, ,U.4NIMIZ,E�TF d EF'FEC FOR,RItICAL FEATURES. 8, IN AREAS WHERE TALL ST CTURES Oi TREE, L C?pB TRUCT FEATURES, EXPOSURES a RE MOS;AI KED IN AN EFFORT' MI IMIZE,tHE EFFECT. 9. THI "RO140CT IS SIMILAR INACCURACY TO R I E sgNL'ARGEMENTS, EXCEPT •VI00 7 ' DIGITAL FORIvMAT. t,� 11: ' A� BYII Al * Pl', ''fE I 4ATg 8-08-05 LA`} n:. IL -.,.. 11.4, LS#5627 ,; ,fe • , . W& aN1 6ISTERED ENGINEERS AND LAND SURVEYORS. NO'VALID, ;THE'SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SU riltY41ND! Ppg Not,BA , F`.UL ,+SURVEY OF SUBJECT LANDS. CER`rIF 'AIfaORIZATION#LB-43 REF 2H-99'n' e f 823,1005.155081 Ver.011-TOSBORNE GW] 01312-SO4-O40--0 , , 1 6 3 b O SA o . '0 m �yV r to yOy.V elm n W 49 �' r-Amp, O 0 on . m0 p (r 0 v0 0 Ery Q To Am • 'm 0/ir 0 I* -a x'E ).• rirl 4 ,P, .„ .c, ,.., m m tl )10 /tt'N 1 PA k en 0 i I' V R i 104. „iv,z z b ,... iriiii S; ` I I V 0 t ►' � to V m r is m m 9 10'�[[i M�Q[SOOM —� -y cd ur. �41 m nn q n X.S i r 1 P my m e, m i 1 A oit--) i\/),, 2 apggiom s.- .-,' 10. AI. all 4 tn .a,‘ F X Z, illn. r:, i I i it 2., N R. A g . if o f li [NIlllII. til SIJ MI E S 5 $1 II t I e CIO N Y O 9 a �� mow., `- m I Gam! (r7 N n vl O� �A 2 I CY> O • mVrniC��O�nA in i+j00� m '^�.7 .-3 7:I �'-A Ar'-Ir- n k-Ti g OM z D �� CfiO-.AO-{OA ziO o aX),y-OrAz�by'-'2 z •. WE oMo D r,1zuz)OQS--u zia N 1..- t,3 ° torttn e 7) Ci arnS,-32 T AAzo r<�..,, i' Cz co,N.,z As.� ,.,,- o i zHv1 0� Mc,A0Z N.ZPI z0O ,4. N rTI2 ZOzazOti zo' z ro bo nc� o•x", �- A -7,.'1z N z `C O03cm 1O O ,,, SCALE: 1' i500' o 4.. co itri v g o r'q z m Y°3A •O T: tA yy Una -moi ntO Cid 33 VI rri-134 1 ,(O � o C.3 m U) EXHIBIT A & EXHIBIT E 0 , , 16116 eXco r � Z1m � Z I ,,...4„,v j m . a .N. N $ _ N89'00'45 E 3680.85' 'V, — N a i O 4 0 v V N P '9 • m av b N p L Ls/ Ip x 1 o b A 9 N 'O ' O V _. f J� w� cn P. 0 o c ar- N N io m 9 D 9 1 FF N J r N 1 N yy ZZ rp v g m0 Z 4 N A Ay m U tn iqi; 1 •yo O N co P ..., 1 2 V 1 ti o�r�r„ m f.' • O -11 r'''..., _ 0, ry° II . SIE C IRC' CC 4 Ill : 0in-4 00 Z0Mm 6AA Om M .. W A^+ yC^'�'o�h cnM� Od ,.j r"rin m�JAr-t,.,tth V,,, ro O M D x y 0 E'A Z c)U%rn ,y Z0 d 0 °(4 f �� D Z°20rn o�v�DZoOt4o rn CA9 �.ti . cn C mOy+Oh �� o"'C33 oz0� O M O hZ0 A13 56(n h ? 00 0 * O Zpo r'i O}�i AZnrg,aC c0'➢ O z ,-I mtl CI ri*r 2 -moi 2 0�Z O x ZO Z.:1 Z Yh $ In 2 m 2 x z A o A rAx � AaN w�W dp � 2 i IIIIIIIII 01 m NI o - a�z a !-i Co I0z u)0 la-6 y� rn0 Arm 0 A tn r rq (01 o rn FYHIRIT A �r 160 6 , , , , , $ z z 4 m ! m z o i r- o v < 'i m .. !I 's N N N N V U O AU 9 O :a m NI tri (I:: 'rod° m 5 tm R o Syx J15 1 t Is E i g J Y N N 8 t �� R C " `, li t IL mm tv In g e f .a g ii E18 y "y C fi pi (") Iri \'.1 '''. . , 03 F 03 01 8 Eli I is 4i . ., ,,, i . 5.:\\,,,,,„..„..._ i; 4 z'^ A A- z 'CI d AOr1rr- Crog .- -4 f-a Am ,o-Ao -AoA yy r M 00= �' x ti�iZOtn � C�A?0O1^Mr- H ._._. CC) a O clt,s 0 'OtAO �� AD4EF t—� Zb —I AO C f�C$C �z0 CnO b buns fi� grim nr*IZnn 0 0 y <AcnY00-- d ��ny (no x7�d cM-� < CM 20(A° ....c3.,.., .1,1. 6. 22 i ri -4z z0x o 0 0"7 x A to 0 n 2 • 0 •I 00O4+in q x Nh0 ycGCA_ z A— �_I 0 t'1 O O 2 O z n ,OOS .l 31YJ5 "3 C ri 2 1 yz O O r'y 0 O n m 0 n�A 0 Z 0,- m t � W 2 •*.Co r" OO O r z� 4 " Orn Corn Zs y OCIN 0 00��phhh 0 -�^' "' g CNN roroc-ozt*,0 o g tri d ' W r\) y J m Ca ... N I1 11 WEXHIBIT A , , . ion6 nno > .o r- c n f m : 0 :-.4'.� a I n O h1 • ro .a i „ 3 tv Y IS' N o E v v .may 1 81 N rA % O yV Y' .2 L O (>j f 13 () A n D tF (n m CO N • ,O k w c0'Ll8t N ^d8 W c° ry. I CO W rn 4. ., -.1 W 07 0 0)N N e R m0 i q 8 ; '8Y mCO OZ f6 V z4. i fig 36 S N tn --- ....'''‘‘1\\\::1-' ' C PV -IC 0- 1, Mimi* 0 gpp �R O DIS N I �� e MI `� .Ps o a 1 1HE C1 C 00 1 g GI w7.1 " 0mrT2r br�z Ynpi p n,01mOOn00 00 O , `OnN O .rn:1, DnA A211z, z wg Oxa N t:,rnz`V){�0�az-,rATI?�2on q fN,, C7 0 N �2 k xi Ap ',t CD � � AA zO El hco0 x 0.s0-onaAVO ��n O o A�^-�,m c or"A ' g —1 O Cy0 ° c�OA,rry yczn utg rno �t'l2� 06 l 3 0377 xe d mz Cry00Z�0 z ,�9n aao �Enmz'z M2 z� C O O za O -, m tri v� ,L'Aoc)2 -,i A OymW O r rn oO 22*4tm2z00 On 01 2s y 0 A°0�O ^tm try �t zb ,01^^9...Ar'tO ci U' 2 111 tpm o rw. rA 5 FXH!R1T A 16D6 . , o = c, , ,, , •:_i 0 .m xz C m /= z u a � m . v ;c 0 m w m L0' NN .9L'LEL3„bf,9ZA0S m .96'661Z 3..4£•9ZA09 W N �W Cd 2 v O b. .., 4 1-.,” Y u 6 Y o m N S @1 N U o A (_,4 N m 4 W A 03 i I r n e 0 P x H- s 8 s g _ I J J ubu I j o m O N i �yg /OiNWa -I ! W v O + q it 7 W O Yig f / O Ul r1 fri �\ ,Y" 1�- '1.� ti ,J �+i hR, C m N • Y ../Al CO N N 1 i It t 1 u Z 9 N i y -1 A' it1P4Cr) 0 'lilt' V t"'''I O e g 1 o iii 0 Ej.j' V it 1 Co l.c. I CS " • :71 m w 0 '''''''741r..-4,-0'`^' � o ni,n co C3 _. `^ Coo o> zo r'arn~'to<P10A�o2oZ 'Ll 0 k:27 :•_-I. n,1? ZtC)lat• yy w �0 D f C)�Q-1>-+>00co ammo 0 w oxa N ooz�t„�a^ Z��zpz� �' q N ,pZ N < X)dp SC'11N+ty A2- ��Zo .wo ho x -C pv,Nn2z,,ox qq Amy I 00� * ZCIcc 0yN2�3.a� z0 p z�[ri CI m•O33ym��Z Drn i i -Z ,9001 = -13W3S 0 xy M z el zp 20 z z 7oz ~Ol nm ccnz�*1 al' 0 =i 3,- ,3 �o =ao M z z ii r 4 z n g a� 0 01 x z �Ch. ,.oz�x A 0 o YAC b zom�mm Z w s oClo i� u"ti HW cn -a- a:i r.,o rn z U, 2 I1 >v P. OlCO x a in R FXHffilr b , , 16116 o i o c>io c m c Z o m 7 . :1 K p1 0 m Oif y OE " mwi co 1 41 N=Z .11 O S H NO , a vCI T N p V N ' V z z 0 S 4myE o V 1I m .4 -4 x 4 O k. O 3 J k N N 4 1 ti $ J 1y -i N N m m kfi rp M 9 NC O § F • o ; IcE ,R it IAo -Ai iq CY ff7 i i I m N n 01 b. 1 � , 1 • ,t, g . ;I 1 A AT t-4....., COP f __„. N O --*::„///4". ,• .4 ,....! a 1/4.) F oN I 1 IE CIk'ZJIo i VDA .3 Aminm�A �rr'� h�zvr* n CCO o mAT ° Zzz D.P. c) - z") N _ zR � DDb-rNy y° O w �x9D 1-0 c,--11. ow On, °MSrC, A?02my W a zE rn -100 rvi Z t-' rP0 ti) .'CCI °it3��A60• Z 1 AA r i Np e i �jc� � �j m b� m��nC•rz,, c��T�{ zb r O q % n,to'p 00Z 0 « ZOz_c'iA,n,'mpab 13 OAU 1:11 oOdy0 41 c�0 ,�t�th0 �c - O Zx� mz f0i�0ozIllp zz z' rn z yz A`z°� o,,, ,� CI N b40 ��AmtZ?z rn— A 0 0 0 N m 6,4 a g z A r m co O m tri Z �b u0TGITi �_ aCO" o zx�n,r oo z m °m mrzr zti n ro='s.ry mo _ I r �71 (pg o (p 1 EXHIBIT A i 6 Li 6 , , 1 , ......., --1---- , sae~ t 4 . ,..., � N1,„ Ili to .7. ,;..,, Ire ire; ''� i f,., WiiEli,. IMMOKALEE111. Oil i. rl I,k 11SA .-. '. Ale 51nu:,••iSidll Atl;r y 1+$A) ,1M, 1.;lifoi.1 I Y OCC /v 1s .. A n /Ilitlitil � 44r • G� ul! I 4....11.,. .,k.,6, , .lu..,,r nU s 1 111 ...i i. ' 11 INA1 0 litt • 7, „,Rcoaukil,<. ,....„ W villei • Y'pTill•1 111911111;111 -..,;%, { r kill 4/ l A i . , if iii Ilk Illi E. lb ' `.. ti IIL f . WELL RD f14. lir 'Si?: i o •fl"rt CO .; or O w cg. 'Li) -7.',0•I c IF I i SA ` $,t., 'Lc, iir GOLLENGATE BLV• �� ., ... { !;�! , ,.,n,..., .. .. 4t'.'6, ii., • ilthh., SSA 7 e Legend °r4»ni.."s:�ter:n.w. I . P.l• EASEMENT AGREEMENT CZIC°'" ....eo.. WMCarew. W..ito.ma,W..M,w ®•ov nw..a.e.bra. Exhibit 6 0 15 3 •..'.•/Slnv,k.Mw1,5M p�..r„5.a�,°...,a... -''''-'4114-.1.1 --- —_ Location Ma• Mi "c" q•.•++.•.. .'' ' WA)ea.ray �...`• ..«w«_ 1 6 in, 6 .• • . .. ......... , _____.............. , . , / ... . „ . . / . .,. b..„ . . ,.... .... .. -, .. . , „ • .. '. ')/ •/ / . . / / . .// ,,,___.,• / ,/ ..• ,. ': / ..•/ Ca , '----F tio / //f -,./ ' "-ct -- C....1 Oo Oo CT SSA 7L e egend WilsonMifier EASEMENT AGREEMENT SSA 7 Bouroar, Apicallatel GtovP iF"....,;—"Tthnitei=i1::::: Exhibit C 0 0.26 0.5 Retained Land Uses Mies p ULU Ils/ced Parcn Boundigry ^=X172....."1"4-—' f.........---r.I.,2....7,........— ---- ',....4 . . , . 1 6 0 6 , . . . . j • r;---- . - .' , ,.• ./ / / .. _ --4:. 7 / / 1 /' 5 F...., >-----2,....) • , 1.0 , . / ...-... , , • / ,•-• z , / // / ,r. ' '' •''' / / ' / / C) PC, V / / / • / , // A / / ,/ ,/ ,/ / .' 0 , / .,. // / ' 44=1, / /7 ,/' ,-- --- -• C-a .. , . rt/ oc• co ---3 •.id SSA 7 flowirlary MI Areas not belud•dirs SSA In.Ttottard AM Sound• Reatoralon ln. a Ian,.mammal com. 1111 eaverNslArd spedes 0 walop 1.1 SSA 7 If .,I ' er EASEMENT AGREEMENT --------..-- . ....... Exhibit D o 0.25 as ....7-...,-.7=7".....:::-...=.. Mlles Restoration Areas (.....:, , 16E1 6 . ,. . Wilsonille � OR: 4U8 PG: 388 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A-1 —LARGE MAMMAL CORRIDOR) (EXHIBIT E) All that part of Section 28, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 28, Township 46 South, Range 28 East, Collier County, Florida. (Point Number 1, Northing 771069.3669, Easting,482644.9265); Thence along said north line of said Section 28 North 89°00'45" East 1599.45 feet. To the POINT OF BEGINNING (Point Number11-27--t't ping 771096.92, Easting 484244.14); Thence continue along said North lined h ( t ' st,1816.50 feet to (Point Number 1130, Northing 771128.23, Eastir�g,46O60.37); ` 1 Thence leaving said north linen straight-line se meats throw h the followingvertices, (Points i g _ 9. i �� 9 ( ornts 1131 through 1470& 1818 throu•h 2209-802 incu ive). Point Number 1131, Northirr��(g 7 i10i89.�t4, astir • .;6864. • — Point Number 1132, Northing,. 1,087,. 9,,, s le •.86042`5' .., i Point Number 1133, Northing`y 1084.12, actin 4l' 6041' ' Point Number 1134, Northin7 .072.31, Easting 48441. Point Number 1135, Northing'7.0)62.00, Easting 48601,043 O Point Number 1136, Northing 77474:8,75, Easting 486041 Point Number 1137, Northing 7714:49,93-Easting 480,0;6 Point Number 1138, Northing 771026:69 ppstiri14k10011.--76 Point Number 1139, Northing 771025.19,-Easting86016.81 Point Number 1140, Northing 771025.19, Easting 485999.88 Point Number 1141, Northing 771023.68, Easting 485983.65 Point Number 1142, Northing 771022.25, Easting 485977.75 Point Number 1143, Northing 771020.75, Easting 485965.97 Point Number 1144, Northing 771015.62, Easting 485927.65 Point Number 1145, Northing 771012.68, Easting 485891.56 Point Number 1146, Northing 771006.00, Easting 485850.28 Point Number 1147, Northing 771003.07, Easting 485822.28 Point Number 1148, Northing 770996.43, Easting 485798.72 Point Number 1149, Northing 770992.75, Easting 485773.65 Point Number 1150, Northing 770991.32, Easting 485746.40 Point Number 1151, Northing 770987.63, Easting 485722.84 Point Number 1152, Northing 770983.94, Easting 485704.41 Point Number 1153, Northing 770983.94, Easting 485689.68 Point Number 1154, Northing 770981.69, Easting 485669.03 Point Number 1155, Northing 770976.56, Easting 485651.38 Offices strategically located to serve our clients 800.649.41336 Naples Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649,4040• Fax 239.643.5716 81,872005-165801 ver.011-TO58ORNE WllSOnnllllef.cam oa3l2sa-ao--6 1 WllsonMlfI•r./nc.—FL Lk,l LC-C000170 . . 10U6 WilsOnMiller• OR: 4089 PG: 3889 New Directions In Planning,Design&Engineering Point Number 1156, Northing 770974.38, Easting 485636.63 Point Number 1157, Northing 770972.87, Easting 485621.15 Point Number 1158, Northing 770972.12, Easting 485607.16 Point Number 1159, Northing 770966.25, Easting 485563.68 Point Number 1160, Northing 770956.68, Easting 485524.62 Point Number 1161, Northing 770949.31, Easting 485486.31 Point Number 1162, Northing 770942.69, Easting 485453.91 Point Number 1163, Northing 770941.18, Easting 485424.44 Point Number 1164, Northing 770937.50, Easting 485399.38 Point Number 1165, Northing 770933.06, Easting 485368.44 Point Number 1166, Northing 770930.12, Easting 485346.31 Point Number 1167, Northing 770927.94, Easting 485322.75 Point Number 1168, Northing 770925.75, Easting 485302.85 Point Number 1169, Northing 770922.06, Easting 485274.84 Point Number 1170, Northing 770917.6 , E 1! 485 54.97 Point Number 1171, Northing 7709 6f\ ,o: 41 .;4 Point Number 1172, Northing 77 1=.:1,Easting 4 2' ; Point Number 1173, Northing7 -• , d9. 6:87, Easting 48520 . Point Number 1174, Northingj770!1 , stin 48 178. Point Number 1175, Northin 77/9003 , a ti g 4 540.74 Point Number 1176, Northi g 7. I•a-:, :, sr o • 9 :4! -- Point Number 1177, Northi g 711•s 1.. , ti ! • : 2': Point Number 1178, Northi 9.7 Q899 4 ,, sji 8508 .8 f.., Point Number 1179, Northin 1 0888.13,Eesti • -': 06 .. Point Number 1180, Northing 7;70877.81, Easting 48 5�Q6.0. Point Number 1181, Northing 119:.6.75, Easting 48517.6 0.,O Point Number 1182, Northing I: 81, Easting 485050.:7U Point Number 1183, Northing 77 stip 485/-8!6 Point Number 1184, Northing 77080 y,,fpAting X50,;..5 7• Point Number 1185, Northing 770783.3Eas1ing_48 049.32 Point Number 1186, Northing 770780.56, Easting 485049.40 Point Number 1187, Northing 770760.69, Easting 485050.12 Point Number 1188, Northing 770738.57, Easting 485049.40 Point Number 1189, Northing 770721.63, Easting 485048.65 Point Number 1190, Northing 770692.19, Easting 485048.65 Point Number 1191, Northing 770675.94, Easting 485049.40 Point Number 1192, Northing 770612.57, Easting 485040.56 Point Number 1193, Northing 770561.00, Easting 485037.63 Point Number 1194, Northing 770516.81, Easting 485036.13 Point Number 1195, Northing 770464.50, Easting 485033.94 Point Number 1196, Northing 770419.57, Easting 485030.97 Point Number 1197, Northing 770376.81, Easting 485030.97 Point Number 1198, Northing 770328.38, Easting 485028.65 Point Number 1199, Northing 770284.69, Easting 485029.50 Point Number 1200, Northing 770261.18, Easting 485030.18 Point Number 1201, Northing 770258.93, Easting 485030.24 WW18r1005•158881 V.,,011-7OSSORNE Z c+w 03312.504-010.•0 t , , 1613 6 Wil 'eMiller• OR: 4089 PG: 3890 New Direclions In Planning,Design&Engineering Point Number 1202, Northing 770239.06, Easting 485030.24 Point Number 1203, Northing 770223.56, Easting 485033.94 Point Number 1204, Northing 770212.50, Easting 485045.72 Point Number 1205, Northing 770205.88, Easting 485063.41 Point Number 1206, Northing 770202.19, Easting 485086.97 Point Number 1207, Northing 770202.94, Easting 485101.72 Point Number 1208, Northing 770199.24, Easting 485124.57 Point Number 1209, Northing 770194.07, Easting 485140.74 Point Number 1210, Northing 770191.87, Easting 485150.35 Point Number 1211, Northing 770180.81, Easting 485170.97 Point Number 1212, Northing 770173.44, Easting 485182.03 Point Number 1213, Northing 770156.50, Easting 485195.28 Point Number 1214, Northing 770136.62, Easting 485204.12 Point Number 1215, Northing 770115.25, Easting 485210.03 Point Number 1216, Northing 770101.2 .'Eat ; 52,12.997 Point Number 1217, Northing 7700 0; alti 0, 1 Point Number 1218, Northing 77 , Easting 48 1 'J Point Number 1219, Northing 7 569, Easting 48521 . Point Number 1220, Northing 700 6;Ea ti 48 10.7 Point Number 1221, Northin 769'994; asx'•• 48509.29 Point Number 1222, Northin 76'•9: - t'n+.s Point Number 1223, Northi g 7••9 3. , a ti e ,�•. Point Number 1224, North' •!9.8 •• t • ;:519 5° Point Number 1225, Northin :••• .12,E ng ' 17 .. Point Number 1226, Northin :•967.12, Easting 4858. 4 Point Number 1227, Northing54.94, Easting 48 .0 l� Point Number 1228, Northing 76 g ' 19, Easting 48511 .,8 Point Number 1229, Northing 76g9stim 485Q,•Q • Point Number 1230, Northing 76995 Point Number 1231, Northing 769945.06, E`aas1ng(ng-465 5 0 3.81 Point Number 1232, Northing 769935.50, Easting 485026.56 Point Number 1233, Northing 769923.68, Easting 485013.32 Point Number 1234, Northing 769906.00, Easting 484994.87 Point Number 1235, Northing 769899.37, Easting 484983.81 Point Number 1236, Northing 769883.87, Easting 484969.82 Point Number 1237, Northing 769866.94, Easting 484959.50 Point Number 1238, Northing 769850.75, Easting 484952.87 Point Number 1239, Northing 769836.75, Easting 484945.50 Point Number 1240, Northing 769817.56, Easting 484939.62 Point Number 1241, Northing 769798.44, Easting 484939.62 Point Number 1242, Northing 769777.06, Easting 484941.84 Point Number 1243, Northing 769763.06, Easting 484943.32 Point Number 1244, Northing 769749.81, Easting 484943.32 Point Number 1245, Northing 769735.06, Easting 484941.84 Point Number 1246, Northing 769719.56, Easting 484941.84 Point Number 1247, Northing 769703.37, Easting 484944.03 8/11Y7905.156851 Ver011-To59on4E ns3 u 03312-SO4-040--0 0 . . , . 1 6 13 6 - wiIs ►nMiller' OR: X0$4 PG: 3891 New Directions In Planning,Design&Engineering Point Number 1248, Northing 769684.94, Easting 484944.03 Point Number 1249, Northing 769665.06, Easting 484944.79 Point Number 1250, Northing 769654.00, Easting 484947.01 Point Number 1251, Northing 769642.93, Easting 484949.19 Point Number 1252, Northing 769631.18, Easting 484952.87 Point Number 1253, Northing 769622.32, Easting 484952.87 Point Number 1254, Northing 769609.81, Easting 484958.78 Point Number 1255, Northing 769582.56, Easting 484961.00 Point Number 1256, Northing 769545.69, Easting 484965.40 Point Number 1257, Northing 769520.69, Easting 484972.79 Point Number 1258, Northing 769491.94, Easting 484980.88 Point Number 1259, Northing 769466.12, Easting 484992.65 Point Number 1260, Northing 769440.38, Easting 485006.66 Point Number 1261, Northing 769412.38, Easting 485028.04 Point Number 1262, Northing 769391.00,--Ea%tirg74$544.25 Point Number 1263, Northing 7693 . 1 gagti 0 03 Point Number 1264, Northing 769W78,-Easting 4850 1t Point Number 1265, Northing 7625".44, Easting 485081: 9 Point Number 1266, Northing4693t .75;€acting 48,5093.6 Point Number 1267, Northing 769286'3 ;Easti g 41651,03.19 Point Number 1268, Northirg 78r9267. ;pastkn. 't4,96jam' Point Number 1269, Northirg 7 9246. 6, sti o 85i2 . .7✓1" Point Number 1270, Northir1g� q2 E ih§ 851444 1--, Point Number 1271, Northingt7 921`4.12, Easting 45154. Point Number 1272, Northing�769200.13, Easting 485466. 6 Point Number 1273, Northing\769,1,79.50, Easting 48 .217/ JO Point Number 1274, Northing 76159362, Easting 48519 Point Number 1275, Northing 769138ia81.-Easti�4852W6A Point Number 1276, Northing 769114:Z ] astin g 16207:81 Point Number 1277, Northing 769097.00,Easting-485-210.75 Point Number 1278, Northing 769088.88, Easting 485212.97 Point Number 1279, Northing 769082.25, Easting 485212.97 Point Number 1280, Northing 769077.13, Easting 485215.19 Point Number 1281, Northing 769073.44, Easting 485223.28 Point Number 1282, Northing 769071.18, Easting 485240.22 Point Number 1283, Northing 769068.25, Easting 485261.59 Point Number 1284, Northing 769066.82, Easting 485274.84 Point Number 1285, Northing 769064.56, Easting 485282.22 Point Number 1286, Northing 769057.19, Easting 485296.22 Point Number 1287, Northing 769041.75, Easting 485305.07 Point Number 1288, Northing 769018.19, Easting 485309.50 Point Number 1289, Northing 768996.07, Easting 485312.44 Point Number 1290, Northing 768965.87, Easting 485316.13 Point Number 1291, Northing 768948A 9, Easting 485317.59 Point Number 1292, Northing 768933.43, Easting 485318.34 Point Number 1293, Northing 768911.31, Easting 485322.75 8'100.5-155891 Ver.011-TOSBORNE 4 03312504-040—0 16116 OR: 4089 PG: 3892 WilsOnMiller. -- New Directions In Planning,Design&Engineering Point Number 1294, Northing 768896.63, Easting 485324.21 Point Number 1295, Northing 768881.13, Easting 485324.21 Point Number 1296, Northing 768864.94, Easting 485324.21 Point Number 1297, Northing 768857.00, Easting 485324.64 Point Number 1298, Northing 768854.41, Easting 485340.01 Point Number 1299, Northing 768846.87, Easting 485371.85 Point Number 1300, Northing 768837.27, Easting 485403.13 Point Number 1301, Northing 768825.64, Easting 485433.71 Point Number 1302, Northing 768812.03, Easting 485463.46 Point Number 1303, Northing 768796.51, Easting 485492.27 Point Number 1304, Northing 768779.14, Easting 485519.99 Point Number 1305, Northing 768759.99, Easting 485546.52 Point Number 1306, Northing 768728.06, Easting 485587.42 Point Number 1307, Northing 768708.79, Easting 485610.61 Point Number 1308, Northing 768686.; i g 56 •.42 Point Number 1309, Northing 7686 .3g;, i 66' • Point Number 1310, Northing 76 3 Easting 48 if 6 Point Number 1311, Northing iet 95, Easting 485682.. Point Number 1312, Northin 68 7;Easting4 5 19.1 Point Number 1313, Northin 76t#56 , a tin. 485 32.61 Point Number 1314, Northi g 7 •t' ° 3 Point Number 1315, Northirg 7 8-49. , tt• lr: . Point Number 1316, Northirgj :5s• ss n „•5761 1 Point Number 1317, Northin -7 5 1.16, Easting • 764.T 9 Point Number 1318, Northin• 26.67, Easting 45W7.).3 Point Number 1319, Northing ' ;& 6.67, Easting 48578•• >� Point Number 1320, Northing 7.:5 . 0, Easting 48580•„ �.1 Point Number 1321, Northing 7685 Easting_ 8 Point Number 1322, Northing 768525:2 tir q>tte 42:93 Point Number 1323, Northing 768524.50, a ting-4 5858.41 Point Number 1324, Northing 768516.44, Easting 485857.65 Point Number 1325, Northing 768507.56, Easting 485856.94 Point Number 1326, Northing 768492.81, Easting 485857.65 Point Number 1327, Northing 768479.56, Easting 485863.56 Point Number 1328, Northing 768468.50, Easting 485876.81 Point Number 1329, Northing 768463.38, Easting 485891.56 Point Number 1330, Northing 768458.94, Easting 485912.19 Point Number 1331, Northing 768457.50, Easting 485930.60 Point Number 1332, Northing 768458.19, Easting 485949.75 Point Number 1333, Northing 768462.63, Easting 485960.07 Point Number 1334, Northing 768466.31, Easting 485970.37 Point Number 1335, Northing 768468.50, Easting 485982.90 Point Number 1336, Northing 768466.31, Easting 486001.35 Point Number 1337, Northing 768458.94, Easting 486027.13 Point Number 1338, Northing 768449.37, Easting 486057.35 Point Number 1339, Northing 768437.56, Easting 486091.97 Y1M2005.156161 Ver.016 TOSBORNE 5 00312.401-040••0 160 6 Wils niMiller* OR: 4089 PG: 3893 New Directions In Planning,Design&Engineering Point Number 1340, Northing 768424.31, Easting 486121.44 Point Number 1341, Northing 768412.49, Fasting 486154.60 Point Number 1342, Northing 768399.25, Easting 486183.31 Point Number 1343, Northing 768389.68, Easting 486207.63 Point Number 1344, Northing 768386.00, Easting 486233.43 Point Number 1345, Northing 768375.69, Easting 486264.38 Point Number 1346, Northing 768369.81, Easting 486291.63 Point Number 1347, Northing 768361.68, Fasting 486323.32 Point Number 1348, Northing 768356.50, Easting 486340.25 Point Number 1349, Northing 768350.62, Easting 486357.22 Point Number 1350, Northing 768345.49, Fasting 486375.62 Point Number 1351, Northing 768341.08, Easting 486390.85 Point Number 1352, Northing 768334.42, Easting 486384.51 Point Number 1353, Northing 768326.78, Easting 486379.92 Point Number 1354, Northing 768319.9Q,-E, ttfig,486376.87 Point Number 1355, Northing 7683 6:44,,3��,' �tiirg d483a8.A Point Number 1356, Northing 76830].,y2;Fasting 48631�7,�4 Point Number 1357, Northing 768305.69, Easting 486362T' Point Number 1358, Northing/768804-95-,-Easting 486346.8 Point Number 1359, Northing 768304'- , asti:g 486• 1.91 Point Number 1360, Northi 'g 7r3 sti lg6 5 17 Point Number 1361, Northing 7,,8300.44,1E stip 6 �. Point Number 1362, Northing-7662g.,;95, 1' sin 8631 Point Number 1363, Northingr7829 .65, Easting 4 6306 ' Point Number 1364, Northing`C76 290.96, Easting 48G295.fp�2 -.3 Point Number 1365, Northing 768. 0.96, Easting 488 7,3t?. O Point Number 1366, Northing �6829-3�91, Easting 48624:.3 Point Number 1367, Northing 76$29E t55--Easting_4862416: Point Number 1368, Northing 7682974ç ' ,tir gi 6235:89 Point Number 1369, Northing 768295.41,Easttrtg-486227.99 Point Number 1370, Northing 768294.15, Easting 486222.13 Point Number 1371, Northing 768286.10, Easting 486216.60 Point Number 1372, Northing 768278.43, Easting 486211.32 Point Number 1373, Northing 768267.10, Easting 486204.17 Point Number 1374, Northing 768259.76, Easting 486199.54 Point Number 1375, Northing 768251.91, Easting 486192.66 Point Number 1376, Northing 768251.62, Easting 486192.00 Point Number 1377, Northing 768237.05, Easting 486202.38 Point Number 1378, Northing 768209.20, Easting 486219.56 Point Number 1379, Northing 768180.30, Fasting 486234.88 Point Number 1380, Northing 768150.45, Easting 486248.29 Point Number 1381, Northing 768119.79, Easting 486259.71 Point Number 1382, Northing 768075.55, Easting 486272.32 Point Number 1383, Northing 768042.39, Easting 486438.45 Point Number 1384, Northing 768034.59, Easting 486471.61 Point Number 1385, Northing 768024.98, Easting 486502.89 0102005.155001 Vs,:011•TOSBORNC 6 03312-$04-04 0--0 16Db . I 6 6 i1 '� ille �r OP 4089 PG: 3894 WNew Directions in Planning,Design&Engineering Point Number 1386, Northing 768013.35, Easting 486533.47 Point Number 1387, Northing 767999.75, Easting 486563.23 Point Number 1388, Northing 767984.23, Easting 486592.03 Point Number 1389, Northing 767966.86, Easting 486619.75 Point Number 1390, Northing 767947.71, Easting 486646.28 Point Number 1391, Northing 767904.42, Easting 486695.31 Point Number 1392, Northing 767880.47, Easting 486717.59 Point Number 1393, Northing 767855.10, Easting 486738.26 Point Number 1394, Northing 767828.44, Easting 486757.23 Point Number 1395, Northing 767800.60, Easting 486774.41 Point Number 1396, Northing 767771.69, Easting 486789.74 Point Number 1397, Northing 767741.85, Easting 486803.14 Point Number 1398, Northing 767711.19, Easting 486814.56 Point Number 1399, Northing 767679.84, Easting 486823.95 Point Number 1400, Northing 767647,96; tigg' 66831.27 Point Number 1401, Northing 76781 66 E rising Se836`;50 Point Number 1402, Northing 7675409,Easting 48683 5i Point Number 1403, Northing 767558.39, Easting 486840. 1 Point Number 1404, Northing/767 24-78:7-, Easting 486840.6 \ Point Number 1405, Northing 767469.70' asting 486840.94 Point Number 1406, Northing 787187�;Q/4;—stir'T4$ 8`7{� ? 1 Point Number 1407, Northing 76 7 512444,(E stirs 666 6 Point Number 1408, Northi g-767. , 2,a st r� 4 686 .5, & Point Number 1409, Northin 1 7267.32, Easting 486869445 .' Point Number 1410, Northin ,s 19.86, Easting 486'$72 165 Point Number 1411, Northing '7i'28.72, Easting 481;878.8 1 Point Number 1412, Northing 76 09 >75, Easting 48688456 Point Number 1413, Northing 7670 `4'lasting-48 8t�3g�. Point Number 1414, Northing 766998 .- aasti g 486887.59 Point Number 1415, Northing 766965.37, Eas1ing 486888.55 Point Number 1416, Northing 766932.68, Easting 486887.37 Point Number 1417, Northing 766900.13, Easting 486884.05 Point Number 1418, Northing 766867.86, Easting 486878.61 Point Number 1419, Northing 766836.03, Easting 486871.07 Point Number 1420, Northing 766827.44, Fasting 486868.44 Point Number 1421, Northing 766804.75, Easting 486861.47 Point Number 1422, Northing 766774.17, Easting 486849.84 Point Number 1423, Northing 766744.41, Easting 486836.24 Point Number 1424, Northing 766731.54, Easting 486829.60 Point Number 1425, Northing 766520.67, Easting 486716.99 Point Number 1426, Northing 766504.74, Easting 486708.10 Point Number 1427, Northing 766477.02, Easting 486690.73 Point Number 1428, Northing 766450.49, Easting 486671.59 Point Number 1429, Northing 766425.27, Easting 486650.74 Point Number 1430, Northing 766401.46, Easting 486628.30 Point Number 1431, Northing 766399.51, Easting 486626.20 d182005-15.5861 Vet 011-TOSBORNE 7 CA811 63512 160 6 WilsonMiller' OR: 4089 PG: 3895 New DirecNans In Planning,Design&Engineering Point Number 1432, Northing 766398.85, Easting 486606.98 Point Number 1433, Northing 766398.63, Easting 486600.60 Point Number 1434, Northing 766397.94, Easting 486580.72 Point Number 1435, Northing 766397.49, Easting 486569.44 Point Number 1436, Northing 766393.44, Easting 486467.59 Point Number 1438, Northing 766388.19,Easting 486339.38 Point Number 1439, Northing 766384.37, Easting 486205.91 Point Number 1440, Northing 766383.70, Easting 486188.37 Point Number 1441, Northing 766380.63, Easting 486108.63 Point Number 1442, Northing 766373.07, Easting 485985.69 Point Number 1443, Northing 766373.07, Easting 485924.59 Point Number 1444, Northing 766372.32, Easting 485897.85 Point Number 1445, Northing 766371.56, Easting 485871.06 Point Number 1446, Northing 766367.06, Easting 485821.28 Point Number 1447, Northing 766367.06, - I •,1 •.784.34 Point Number 1448, Northing 7663.. ' .'. •ii 'l: 7 �2 Point Number 1449, Northing 76 ,_L o o, asting 48 11,,. Point Number 1450, Northing �76663,57r56, Easting 48569 4 Point Number 1451, Northin /766357.25,--Easting 48 ••78.7 Point Number 1452, Northin 76.35.. ., a ti g 485:73.77 Point Number 1453, Northi g 7.. -t. ; ; ,j. Point Number 1454, Northi g 7:6 ; ••, sti ; •:5, -•, Point Number 1455, North' ; ,, � 557.,.6 F-Y Point Number 1456, Northi ;6 • ;.44, Eating •; 5 Point Number 1457, Northin 7$.348.19, Easting 48$‘4../.0 Point Number 1458, Northing `48.19, Easting 48'66 9 Point Number 1459, Northing 71 19, Easting 485498: 0 Point Number 1460, Northing 766 �a_sting 4854 Lt!5 Point Number 1461, Northing 76635 . , _ttir g` 4, .;8 Point Number 1462, Northing 766351.43, ting-48 51.01 Point Number 1463, Northing 766351.94, Easting 485439.69 Point Number 1464, Northing 766355.75, Easting 485407.25 Point Number 1465, Northing 766357.25, Easting 485392.94 Point Number 1466, Northing 766357.31, Easting 485392.33 Point Number 1467, Northing 766357.69, Easting 485388.74 Point Number 1468, Northing 766357.83, Easting 485387.41 Point Number 1469, Northing 766357.83, Easting 485387.40 Point Number 1470, Northing 766358.43, Easting 485381.65 Point Number 1818, Northing 766534.67, Easting 485401.42 Point Number 1819, Northing 766533.15, Easting 485431.79 Point Number 1820, Northing 766531.94, Easting 485433.41 Point Number 1821, Northing 766513.69, Easting 485459.75 Point Number 1822, Northing 766513.33, Easting 485460.46 Point Number 1823, Northing 766509.63, Easting 485467.88 Point Number 1824, Northing 766510.54, Easting 485495.83 Point Number 1825, Northing 766510.71, Easting 485500.87 8/18/2006.156071 Ver.011-TOS80RNE 8 cm. P , , i 6 11 6 WilsonMille m OR: 4089 PG: 3896 r New Directi0ns In Planning,Design&Engineering Point Number 1826, Northing 766511.69, Easting 485530.72 Point Number 1827, Northing 766521.81, Easting 485551.00 Point Number 1828, Northing 766526.55, Easting 485563.62 Point Number 1829, Northing 766534.00,Easting 485583.47 Point Number 1830, Northing 766534.00, Easting 485628.06 Point Number 1831, Northing 766536.00, Easting 485703.09 Point Number 1832, Northing 766550.19, Easting 485745.69 Point Number 1833, Northing 766560.38, Easting 485755.81 Point Number 1834, Northing 766564.38, Easting 485796.38 Point Number 1835, Northing 766560.38, Easting 485845.06 Point Number 1836, Northing 766548.19, Easting 485899.81 Point Number 1837, Northing 766554.25, Easting 485936.31 Point Number 1838, Northing 766576.56, Easting 485962.69 Point Number 1839, Northing 766598.88, Easting 485972.81 Point Number 1840, Northing 766633.38,-Ea mig,4$6 13.38 Point Number 1841, Northing 766655:6 , acting^b0 66 Point Number 1842, Northing 7666 .94`,1 - .66 48604718 Point Number 1843, Northing 7666$6106, Easting 486051: 11 \ Point Number 1844, Northing/`76679�44;Easting 486062.0 Point Number 1845, Northing 766740:8`f; acting 486084.34 \t Point Number 1846, Northir)'g 7tr761::1 ` IllfiletT727Point Number 1847, Northing 7§67(53. 0, _�i1 4§ •Point Number 1848, Northi 766740. 1 stin6171-.5 Point Number 1849, Northing:7 6720.56,EEastingAi 1895 ; Point Number 1850, Northing,76 723.06, Easting 48 20. 4/ Point Number 1851, Northing`7�6 19.66, Easting 4862394 Point Number 1852, Northing 76:67 t0,75, Easting 48626410';), Point Number 1853, Northing 766697/1$-Easti 486gk9 3 Point Number 1854, Northing 766684:19r E ptir g i#863$1!41 Point Number 1855, Northing 766684.19,Easting4863351.88 Point Number 1856, Northing 766686.88, Easting 486360.06 Point Number 1857, Northing 766692.38, Easting 486367.56 Point Number 1858, Northing 766702.56, Easting 486387.34 Point Number 1859, Northing 766702.56, Easting 486416.69 Point Number 1860, Northing 766693.00, Easting 486428.94 Point Number 1861, Northing 766678.69, Easting 486433.03 Point Number 1862, Northing 766650.06, Easting 486433.72 Point Number 1863, Northing 766637.13, Easting 486439.88 Point Number '1864, Northing 766633.00, Easting 486458.28 Point Number 1865, Northing 766634.38, Easting 486472.59 Point Number 1866, Northing 766633.69, Easting 486506.03 Point Number 1867, Northing 766628.25, Easting 486531.25 Point Number 1868, Northing 766629.63, Easting 486545.56 Point Number 1869, Northing 766644.69, Easting 486554.19 Point Number 1870, Northing 766644.72, Easting 486554.17 Point Number 1871, Northing 766658.47, Easting 486546.32 &1 BQ005-155001 Ver.01,TOS ORNE c.wa 03312501-04P•0 . , 161J6 6 �l Miller. OR: 4089 PG: 3897 New Directions In Planning,Design&Engineering Point Number 1872, Northing 766679.10, Easting 486536.49 Point Number 1873, Northing 766699.73, Easting 486524.70 Point Number 1874, Northing 766725.27, Easting 486505.05 Point Number 1875, Northing 766742.96, Easting 486497.20 Point Number 1876, Northing 766767.52, Easting 486480.50 Point Number 1877, Northing 766796.01, Easting 486467.72 Point Number 1878, Northing 766813.32, Easting 486452.67 Point Number 1879, Northing 766818.60,Easting 486448.08 Point Number 1880, Northing 766855.93, Easting 486441.20 Point Number 1881, Northing 766883.44, Easting 486436.29 Point Number 1882, Northing 766913.89, Easting 486426.46 Point Number 1883, Northing 766945.33, Easting 486415.66 Point Number 1884, Northing 766978.73, Easting 486413.69 Point Number 1885, Northing 767020.97, Easting 486407.80 Point Number 1886, Northing 767075.99c-E,A�tir-�g,- .86493.87 `2 Point Number 1887, Northing 7671,1 t astiiigM. 4 90 Point Number 1888, Northing 7671 63'Easting 4864Q1!3;• Point Number 1889, Northing 74✓ d 65, Easting 486400:•2 Point Number 1890, Northing/767/81:45;-Easting 486398.9. Point Number 1891, Northing 767179f-'( 7acting 4-8695.03 Point Number 1892, Northing 76;7-1 41�6; stint :� 5"0 Point Number 1893, Northing 757 19. 2,1E stmt 435 j Point Number 1894, Northing--767 ,Ejsjin 4-6391 0 E-, Point Number 1895, Northirig.7k728- .31,Easti 4 J639�3:i0 ' Point Number 1896, Northin2k7,6 296.04, Easting 48,03.91.10 Point Number 1897, Northing\7 3. 7.65, Easting 48 $8( :-O Point Number 1898, Northing 767324,53, Easting 48638;.t Point Number 1899, Northing 767375'.6 2,-E stip 86.8 $ 1 Point Number 1900, Northing 767413:93,; sti 8e388 i5 Point Number 1901, Northing 767445.36,-Easting-486388.15 Point Number 1902, Northing 767474.84, Easting 486386.19 Point Number 1903, Northing 767501.36, Easting 486386.19 Point Number 1904, Northing 767520.03, Easting 486384.22 Point Number 1905, Northing 767528.87, Easting 486380.29 Point Number 1906, Northing 767538.69, Easting 486365.56 Point Number 1907, Northing 767550.48, Easting 486347.87 Point Number 1908, Northing 767558.34, Easting 486333.14 Point Number 1909, Northing 767560.30, Easting 486320.37 Point Number 1910, Northing 767573.08, Easting 486278.12 Point Number 1911, Northing 767577.00, Easting 486250.62 Point Number 1912, Northing 767579.95, Easting 486218.20 Point Number 1913, Northing 767583.88, Easting 486185,78 Point Number 1914, Northing 767584.71, Easting 486177.13 Point Number 1915, Northing 767618.54, Easting 486007.65 Point Number 1916, Northing 767672.52, Easting 485887.31 Point Number 1917, Northing 767676.23, Easting 485887.13 8/18,2005-155881 Ver 011-TOSBORNE 10 0331 03312-504010--0 Ion 6 lfin iller OR: 4089 PG: 3898 New Directions In Planning,Design&Engineering Point Number 1918, Northing 767720.43, Easting 485881.24 Point Number 1919, Northing 767776.43, Easting 485875.34 Point Number 1920, Northing 767776.44, Easting 485875.34 Point Number 1921, Northing 767842.25, Easting 485872.40 Point Number 1922, Northing 767886.46, Easting 485872.40 Point Number 1923, Northing 767930.66, Easting 485868.47 Point Number 1924, Northing 767933.27, Easting 485868.54 Point Number 1925, Northing 767968.00, Easting 485869.45 Point Number 1926, Northing 767981.99, Easting 485868.52 Point Number 1927, Northing 767997.42, Easting 485867.49 Point Number 1928, Northing 767997.41, Easting 485867.47 Point Number 1929, Northing 767980.81, Easting 485849.53 Point Number 1930, Northing 767958.75, Easting 485822.32 Point Number 1931, Northing 767965.90, Easting 485787.74 Point Number 1932, Northing 767967.19,-t aagiY,485781.53 Point Number 1933, Northing 767962:15 ; acting 4i36:757,:7�5 Point Number 1934, Northing 7679bt 94,€asting 48 Point Number 1935, Northing 767-95700, Easting 48573 Point Number 1936, Northing/767,941:75-;-Easting 485713.5 Point Number 1937, Northing 767933:24; asci g 485 98.28 Point Number 1938, Northing 76E79 -V?; at; ,455 £1` 7j7` , Point Number 1939, Northing 7, 7909. 3,;E stiff 85 82.9 i -= Point Number 1940, Northing 7 Z 8 5 4 , stin 85662.61 ff—' Point Number 1941, Northi g,7 786'1.88, Easting-4464Y0 Point Number 1942, Northing,7.67\846.56, Easting 486640.50/tw,> Point Number 1943, Northing 107529.56, Easting 48�a640{50-O Point Number 1944, Northing 7678A87, Easting 485634 Point Number 1945, Northing 7677,9*00Easting 485673 Point Number 1946, Northing 76779050,F; tir g X356 1 Point Number 1947, Northing 767795.57,-Easting-485599.71 Point Number 1948, Northing 767805.81, Easting 485584.44 Point Number 1949, Northing 767819.38, Easting 485572.53 Point Number 1950, Northing 767834.69, Easting 485567.43 Point Number 1951, Northing 767851.68, Easting 485565.72 Point Number 1952, Northing 767880.56, Easting 485562.34 Point Number 1953, Northing 767907.75, Easting 485545.34 Point Number 1954, Northing 767919.62, Easting 485533.44 Point Number 1955, Northing 767916.25, Easting 485511.34 Point Number 1956, Northing 767911.12, Easting 485489.25 Point Number 1957, Northing 767921.31, Easting 485470.56 Point Number 1958, Northing 767921.31, Easting 485451.88 Point Number 1959, Northing 767929.82, Easting 485426.38 Point Number 1960, Northing 767936.62, Easting 485409.40 Point Number 1961, Northing 767951.94, Easting 485409.40 Point Number 1962, Northing 767962.12, Easting 485395.81 Point Number 1963, Northing 767968.94, Easting 485380.50 C fax-tssssl Ver.On-TOSBOPNE1 1 -50{-010•o 160 6 �- WilsOnMillere OR: 4089 PG: 3899 New Directions In Planning,Design&Engineering Point Number 1964, Northing 767987.63, Easting 485360.13 Point Number 1965, Northing 767997.82, Easting 485343.13 Point Number 1966, Northing 768001.18, Easting 485329.53 Point Number 1967, Northing 768021.62, Easting 485304.03 Point Number 1968, Northing 768035.19, Easting 485295.53 Point Number 1969, Northing 768057.31, Easting 485287.03 Point Number 1970, Northing 768070.87, Easting 485293.85 Point Number 1971, Northing 768081.07, Easting 485300.63 Point Number 1972, Northing 768101.44, Easting 485307.43 Point Number 1973, Northing 768125.25, Easting 485310.85 Point Number 1974, Northing 768142.25, Easting 485302.34 Point Number 1975, Northing 768147.38, Easting 485283.66 Point Number 1976, Northing 768147.38, Easting 485270.06 Point Number 1977, Northing 768143.94, Easting 485251.34 Point Number 1978, Northing 768147:38,--EVIIV85232.65 Point Number 1979, Northing 768160.94 eta tirig 4862;0.6\6 Point Number 1980, Northing 7681 94;Easting 4-852-tib Point Number 1981, Northing 76x820.75, Easting 485215: 6 Point Number 1982, Northing;'768220:48;-Easting 485222.4 Point Number 1983, Northing 76,824 `£62,' asting 485 39.47 Point Number 1984, Northing 768257`:$2, s rt' `{85 ts<347 Point Number 1985, Northing 7138 81. 6,�/E st n ,4852 Point Number 1986, NorthingR7 83Q7 ,'E stip 8524 .68 � Point Number 1987, Northin ;w768315.56, Eaasting 4 5241 f6 Point Number 1988, Northin 76 324.06, Easting 485225.187/ Point Number 1989, Northing 7 0.87, Easting 48555eQ7 19: Point Number 1990, Northing 76$31887, Easting 485180 Point Number 1991, Northing 768354 69,,Easting 465'(��j'9 Point Number 1992, Northing 768351:,2,5", sting 4` -139.'19 Point Number 1993, Northing 768347.87,Easting-485123.90 Point Number 1994, Northing 768366.57, Easting 485076.31 Point Number 1995, Northing 768369.93, Easting 485054.25 Point Number 1996, Northing 768373.37, Easting 485035.53 Point Number 1997, Northing 768381.88, Easting 485025.35 Point Number 1998, Nor-thing 768403.94, Easting 485008.35 Point Number 1999, Northing 768405.63, Easting 484987.97 Point Number 2000, Northing 768414.12, Easting 484977.78 Point Number 2001, Northing 768431.13, Easting 484965.87 Point Number 2002, Northing 768436.25, Easting 484950.57 Point Number 2003, Northing 768451.49, Easting 484918.28 Point Number 2004, Northing 768460.00, Easting 484880.90 Point Number 2005, Northing 768483.81, Easting 484848.62 Point Number 2006, Northing 768500.06, Easting 484841.74 Point Number 2007, Northing 768516.13, Easting 484835.04 Point Number 2008, Northing 768539.87, Easting 484833.31 Point Number 2009, Northing 768550.00, Easting 484820.97 8/162008-155881 Ver 011-T0560fiNE 12 C V+I 03312,504-040--0 ion 6 WilsonMiller' ° ; 4089 FG. 3900 New Directions In Planning,Design&Engineering t S Point Number 2010, Northing 768555.19, Easting 484814.62 Point Number 2011, Northing 768567.06, Easting 484806.12 Point Number 2012, Northing 768592.56, Easting 484797.63 Point Number 2013, Northing 768650.38, Easting 484797.63 Point Number 2014, Northing 768670.74, Easting 484768.75 Point Number 2015, Northing 768675.81,Easting 484741.56 Point Number 2016, Northing 768713.18, Easting 484702.47 Point Number 2017, Northing 768735.32, Easting 484653.18 Point Number 2018, Northing 768750.63,Easting 484627.72 Point Number 2019, Northing 768762.50, Easting 484622.59 Point Number 2020, Northing 768781.18, Easting 484626.00 Point Number 2021, Northing 768801.56, Easting 484637.91 Point Number 2022, Northing 768818.57, Easting 484637.91 Point Number 2023, Northing 768835.56, Easting 484632.81 Point Number 2024, Northing 768849.1,.6 . •1 84636.19 Point Number 2025, Northing 7688 9: 8, �i: tiM�; 0 Point Number 2026, Northing 768 .. , asting 48461 Point Number 2027, Northing 7688 •.88,Easting 48467 . 8 Point Number 2028, Northin 76$$8 =stim• 4;, •90.5 Point Number 2029, Northin67688 a8 a i,g 4;• '10.97 Point Number 2030, Northig 788 .t i•ari•:• 4:0"0>. Point Number 2031, North' g 7 8 01.;1, E.,st • •r• 1. Point Number 2032, Northir�g�-� � 1 � � s�ih• '8479 '.6 c Point Number 2033, Northirig`.1689't:.81,'E 'sti g •82~: Point Number 2034, Northin4`7`6`,940.94,Easting 4:'848.62 Point Number 2035, Northing\ i8°71.50,Easting 4: 3'5.,.O Point Number 2036, Northing 7•$9.3 83,Easting 48482•.•3' '' Point Number 2037, Northing 76.11:33 E6sting,_484; 3 1 Point Number 2038, Northing 7690'1. 0, ting Y•`e.i e •3 Point Number 2039, Northing 769044.56, Easting 8845.22 Point Number 2040, Northing 769066.68, Easting 484858.81 Point Number 2041, Northing 769083.68, Easting 484863.90 Point Number 2042, Northing 769100.69, Easting 484858.81 Point Number 2043, Northing 769122.75, Easting 484863.90 Point Number 2044, Northing 769155.06, Easting 484886.00 Point Number 2045, Northing 769183.94, Easting 484906.40 Point Number 2046, Northing 769199.25, Easting 484925.09 Point Number 2047, Northing 769204.31,Easting 484950.57 Point Number 2048, Northing 769204.31, Easting 484974.38 Point Number 2049, Northing 769207.75, Easting 484999.84 Point Number 2050, Northing 769219.62, Easting 485028.75 Point Number 2051, Northing 769238.31, Easting 485030.44 Point Number 2052, Northing 769262.12,Easting 485021.93 Point Number 2053, Northing 769274.00, Easting 484989.65 Point Number 2054, Northing 769274.00, Easting 484960.78 Point Number 2055, Northing 769260.37, Easting 484943.79 0 ensnonc.,sseei ver oti.Toseoa� 13 «u,sso�o+o-o , ‘ 1606 , -- WIs, *Miller' OR: 4089 PG: 3901 New Directions In Planning,Design&Engineering Point Number 2056, Northing 769241.69, Easting 484925.09 Point Number 2057, Northing 769238.31, Easting 484892.82 Point Number 2058, Northing 769243.37, Easting 484868.99 Point Number 2059, Northing 769231.50, Easting 484852.03 Point Number 2060, Northing 769209.44, Easting 484845.22 Point Number 2061, Northing 769188.99, Easting 484833.31 Point Number 2062, Northing 769177.12, Easting 484821.44 Point Number 2063, Northing 769166.94, Easting 484807.84 Point Number 2064, Northing 769149.93, Easting 484795.94 Point Number 2065, Northing 769134.62, Easting 484782.34 Point Number 2066, Northing 769115.94, Easting 484761.93 Point Number 2067, Northing 769095.56, Easting 484733.06 Point Number 2068, Northing 769082.00, Easting 484692.28 Point Number 2069, Northing 769071.75, Easting 484683.79 Point Number 2070, Northing 769063.2.5,•`ca ttiV84661.69 Point Number 2071, Northing 769068:37Tastir`g._ 8462 59 Point Number 2072, Northing 76967 1• ;€asting 48459613 Point Number 2073, Northing 7690-6.06, Easting 484566:83"\ Point Number 2074, Northing/769666-.68;-Easting 484527. Point Number 2075, Northing 769078'57;Easti g 484486.66 Point Number 2076, Northing 1909249; stin 62:8 Point Number 2077, Northi g 9 9t 4,it stilt 4 5 .e Point Number 2078, Northing-7 9115,94E spitg 48441t.2 -f-., Point Number 2079, Northin 7 9131.25, Easting 48,4410. Point Number 2080, Northing`$ 161.81, Easting 484 01.69 Point Number 2081, Northing\7841,95.81, Easting 48483/1 ,0 Point Number 2082, Northing 76022813, Easting 48439 k1 Point Number 2083, Northing 76926 4I Zy,Easting x}84394;'9, Point Number 2084, Northing 769294:38',tstirfg 389:$2 Point Number 2085, Northing 769325.01,`Eastirtg-484388.09 Point Number 2086, Northing 769360.69, Easting 484388.09 Point Number 2087, Northing 769381.06, Easting 484388.09 Point Number 2088, Northing 769398.06, Easting 484389.82 Point Number 2089, Northing 769411.62, Easting 484386.40 Point Number 2090, Northing 769440.50, Easting 484386.40 Point Number 2091, Northing 769464.31, Easting 484362.63 Point Number 2092, Northing 769472.82, Easting 484349.03 Point Number 2093, Northing 769486.44, Easting 484343.90 Point Number 2094, Northing 769513.63, Easting 484360.90 Point Number 2095, Northing 769528.88, Easting 484369.41 Point Number 2096, Northing 769556.07, Easting 484379.60 Point Number 2097, Northing 769581.57, Easting 484372.81 Point Number 2098, Northing 769591.75, Easting 484349.03 Point Number 2099, Northing 769598.56, Easting 484326.93 Point Number 2100, Northing 769634.25, Easting 484309.93 Point Number 2101, Northing 769647.88, Easting 484274.25 &1820 1 Ver 011-TOS60RNE 14 cu0u 0:31x-sO4-O40ia0•-o , , t6136 i I a OR: 4089 PG: 3902 WilsolnMiller New Directions In Planning,Design&Engineering Point Number 2102, Northing 769649.57, Easting 484236.88 Point Number 2103, Northing 769647.88, Easting 484190.97 Point Number 2104, Northing 769649.57, Easting 484163.79 Point Number 2105, Northing 769673.31, Easting 484133.22 Point Number 2106, Northing 769676.75,Easting 484109.41 Point Number 2107, Northing 769675.06, Easting 484089.03 Point Number 2108, Northing 769678.44,Easting 484063.53 Point Number 2109, Northing 769690.32, Easting 484041.44 Point Number 2110, Northing 769710.68,Lasting 484041.44 Point Number 2111, Northing 769727.69, Easting 484055.04 Point Number 2112, Northing 769741.31, Easting 484061.84 Point Number 2113, Northing 769775.32, Easting 484060.13 Point Number 2114, Northing 769795.69, Easting 484075.44 Point Number 2115, Northing 769821.94, Easting 484078.54 Point Number 2116, Northing 769844.87,- g, Q97.62 Point Number 2117, Northing 7698 3.`4v4 "atrij 4 1403 Point Number 2118, Northing 76,9 ' fi9 fasting 4840• i. \ Point Number 2119, Northing 76491/1.57,Easting 484099.:8 Point Number 2120, Northin i 69, 1 4 Easting4.. 00.0 Point Number 2121, Northin 76694 `37, a ti • 484191.96 Point Number 2122, Northi g 7 / 9:41 , Ilt. e s 5. 'rPoint Number 2123, Northi g 7 9.68. 8, e05'Point Number 2124, Northi g7 •.5 5, Q,s '0412 f-•I Point Number 2125, Northin 9 .13, Ening 1,04s . / Point Number 2126, Northing 6 980.94, Easting 4:, 3 0.:5 Point Number 2127, Northing171fl Q3.00, Easting 4:, •, 9 Point Number 2128, Northing d028x5�0, Easting 48416 . 9`.- Point Number 2129, Northing 77 04`$'T� tin 2;50 Point Number 2130, Northing 7700 ,.tt tirg :67 Point Number 2131, Northing 770052.31, sting 4&4282.74 Point Number 2132, Northing 770059.07, Easting 484318.44 Point Number 2133, Northing 770074.38, Easting 484359.21 Point Number 2134, Northing 770093.06, Easting 484384.71 Point Number 2135, Northing 770120.25, Easting 484432.28 Point Number 2136, Northing 770152.56, Easting 484452.69 Point Number 2137, Northing 770171.26, Easting 484474.78 Point Number 2138, Northing 770181.44, Easting 484491.75 Point Number 2139, Northing 770222.19, Easting 484535.94 Point Number 2140, Northing 770252.82, Easting 484556.34 Point Number 2141, Northing 770281.68, Easting 484578.44 Point Number 2142, Northing 770297.00, Easting 484585.22 Point Number 2143, Northing 770314.00, Easting 484605.63 Point Number 2144, Northing 770342.88,Easting 484637.91 Point Number 2145, Northing 770363.24, Easting 484643.00 Point Number 2146, Northing 770375.13, Easting 484614.12 Point Number 2147, Northing 770376.88, Easting 484598.81 0/10/2005-Meal Vac OWTO0eORNE 15 euu t` 03312-504010--0 160 6 WiI$nMiller" OR: 4089 PG: 3903 New Directions In Planning,Design&Engineering Point Number 2148, Northing 770385.38, Easting 484588.62 Point Number 2149, Northing 770381.94, Easting 484556.34 Point Number 2150, Northing 770390.43, Easting 484503.66 Point Number 2151, Northing 770400.63, Easting 484476.47 Point Number 2152, Northing 770397.25, Easting 484462.87 Point Number 2153, Northing 770385.38, Easting 484454.38 Point Number 2154, Northing 770366.62, Easting 484456.07 Point Number 2155, Northing 770334.38, Easting 484466.29 Point Number 2156, Northing 770317.38, Easting 484464.56 Point Number 2157, Northing 770285.06, Easting 484442.47 Point Number 2158, Northing 770264.69, Easting 484406.78 Point Number 2159, Northing 770256.18, Easting 484347.32 Point Number 2160, Northing 770246.00, Easting 484313.35 Point Number 2161, Northing 770220.50, Easting 484279.34 Point Number 2162, Northing 770191.6?,`E,ti g,-484269.16 Point Number 2163, Northing 770166:\,3,\Eat�g 4 �` 46 Point Number 2164, Northing 77,01�4,� r07;casting 484 19 Point Number 2165, Northing 7701.,8:75, Easting 484233 - Point Number 2166, Northingh70;R�E� 94,--Easting 48{4214.7 Point Number 2167, Northing 77,0115'-1c9sting 484201.18 Point Number 2168, Northing 77 9— tin 84 Point Number 2169, Northi g 7028. 5,1Easti 4141 3 Point Number 2170, Northing, 0 •4 7i,t stifg 484153.5 4.,,1 Point Number 2171, Northiri �7�0`172 93, Eastirfg 4$4165` / , Point Number 2172, Northin .7'70196.75, Easting 4841,72. 8/ l Point Number 2173, Northing T70\235.81, Easting 4841185J8%.O/ Point Number 2174, Northing 7\T6278.„32, Easting 4841921. 9c) Point Number 2175, Northing 770101564:-Easting 48400 0 Point Number 2176, Northing 7709.25','g, .tiiig(1 421107 Point Number 2177, Northing 770349.68;Easting-4842207.96 Point Number 2178, Northing 770376.88, Easting 484202.87 Point Number 2179, Northing 770398.94, Easting 484192.69 Point Number 2180, Northing 770438.00, Easting 484155.28 Point Number 2181, Northing 770444.81, Easting 484141.69 Point Number 2182, Northing 770453.31, Easting 484111.12 Point Number 2183, Northing 770451.63, Easting 484094.12 Point Number 2184, Northing 770463.50, Easting 484058.44 Point Number 2185, Northing 770475.43, Easting 484049.94 Point Number 2186, Northing 770499.18, Easting 484051.62 Point Number 2187, Northing 770531.50, Easting 484058.44 Point Number 2188, Northing 770555.25, Easting 484063.53 Point Number 2189, Northing 770568.87, Easting 484063.53 Point Number 2190, Northing 770606.25, Easting 484041.44 Point Number 2191, Northing 770621.57, Easting 484029.53 Point Number 2192, Northing 770636.87, Easting 484024.43 Point Number 2193, Northing 770653.81, Easting 484026.16 W18)2905-155801 Ver.011-I-OSBORNE msw�a•o 16 0 160 6 ' 0R; 4089 PG: 3904 Wit *aiMillerNew Directions In Planning,Design&Engineering Point Number 2194, Northing 770681.00, Easting 484022.74 Point Number 2195, Northing 770713.31, Easting 484014.25 Point Number 2196, Northing 770730.32, Easting 484015.94 Point Number 2197, Northing 770747.31, Easting 484021.07 Point Number 2198, Northing 770781.31, Easting 484032.94 Point Number 2199, Northing 770801.68,Easting 484055.04 Point Number 2200, Northing 770822.06, Easting 484068.62 Point Number 2201, Northing 770847.56, Easting 484063.53 Point Number 2202, Northing 770866.25, Easting 484068.62 Point Number 2203, Northing 770908.76, Easting 484092.41 Point Number 2204, Northing 770941.00,Easting 484128.09 Point Number 2205, Northing 770946.13,Easting 484170.59 Point Number 2206, Northing 770966.50,Easting 484207.96 Point Number 2207, Northing 770988.63,Easting 484235.15 Point Number 2208, Northing 771029 Egti 47.06 Point Number 2209, Northing 77106• .68,gk`a1i"e — Q6 Point Number 1127, Northing 77 9 2 fasting 4841.•'•. A\ POINT OF BEGINNING) Containing 90.03 acres more/or le S Subject to easements of record./ Bearings are based on the rortti S e ;1� �„ ,,r,6 •uth, Range 28 East, Collier County, Florida being Nort 89'¢U a t. c:) TSE CTR " Pp 8/18.2005 1551161 Vac 011-TOSBORNE 17 CAM 07712-504040-0 1606 wil�tMiller° OR: 4089 PG: 3905. New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 7 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: _ _ A. THESE LINES ARE BASED ON INTERPC Tri CV AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS:i-- .._,�'� J�,.. 1. DATE OF PHOTOGRAPHY: / %0 1� 2. NEGATIVE SCALE: 1:36000. t\ 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' / / kiLLM___, --s—\f-\ \ 5. SCALE NOT TO EXCEED'1"=,�OEJ,1�, �� <7 4 6 TECHNICAL IMAGERY HAS NOTfB fN/OR H©C�ORF EOT D N'I:QR ERTO MEET MINIMUM STANDARDS OR NATIONA MIL�.ACGCURAC S AND` c DS ,.9_,-- 7. VERTICAL ELEVATION C'\ GES WILL CAUSE H IZO TAU SPLACEMENT. EVERY EFFORT HAS \\'.,)\ BEEN MADE TO MINIMIZE k SEFFECT FOR CRITI f 8. IN AREAS WHERE TALL ST�I.JCtTyRES OR TREES 1 URES, LEAN TO OBSTRUCT FEATURES`/E)C�OSURESWg��dSAICKED IN AN EFFORT TO MINIMIZE � IIF._ THE EFFECT. 9. THIS PROD -_T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROV ►`DIN ' • , eiiii, •RIAT. by '`1 Y';r DATE 8-08-05 :'s"�':,�?"'"6 u.M. LS#5627 — WiI, a k_r',;... ..71':'1:4!\!. ;Rf ' ISTERED ENGINEERS AND LAND SURVEYORS. N( d t_ ,e1 'SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SUR.}.' ,....* Y , " l PER: ;i' NOTES' " �,�,� 1`�S F JEY OF SUBJECT LANDS. CERTIFY* 'e." F.•;, 'ORIZATION#LB-43 REF 2H-$9. -:.,C 8/1011006.155881 Ver 011.TOSBORNE C.4.318 01112-SO4-010--0 r • 1 6 13 6 I . .,„ .,,,,,,.t". •• ' i . OR: 4089 PG: 3906 WilsQnMiller .. New Directions In Planning,Design&Engineering 1 I DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL A-2—WADING BIRD PARCEL) (EXHIBIT E) All that part of Sections 28 and 33,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the southwest corner of Section 28,Township 46 South, Range 28 East, Collier County, Florida. (Point Number 2443, Northing 765769.82, Easting,482763.06); Thence along the south line of said Section 28 North 88°49'07" East, 2530.10 feet to (Point Number 2444, Northing, 765821.98, Easting-485,29- 3); Thence leaving said south line Jetrt/0 91/ 3"lW.est, �. • eet to(Point Number 1471, Northing 766372.12, Easting 4052W28)28)POINT OF BE I `I G; Thence leaving said line in strai ht IPte%e rrip.ts t ro\igh th- following vertices, (Points 1472 through 1723 inclusive) Point Number 1472, Northi 9, 6 70,, 1, sjln• ,852 1.16 F.., Point Number 1473, Northi t 6386/31, —lib • ,x;52 7 28 Point Number 1474, Northinf(361.75, Easting 4419310 Point Number 1475, Northing'\fg . 52.69, Easting 48' •.7•.0 Point Number 1476, Northing 634 93,Easting 48515 .,1 6.) Point Number 1477, Northing 76 ya !last_ in 451 B+A Point Number 1478, Northing 7663 2,.A tiR914 6-1 X3.15 Point Number 1479, Northing 766324.81,Easting-485095.03 Point Number 1480, Northing 766317.25, Easting 485076.94 Point Number 1481, Northing 766311.69, Easting 485066.31 Point Number 1482, Northing 766309.00, Easting 485061.09 Point Number 1483, Northing 766307.01, Easting 485055.87 Point Number 1484, Northing 766304.26, Easting 485048.65 Point Number 1485, Northing 766300.69, Easting 485039.25 Point Number 1486, Northing 766298.70, Easting 485029.56 Point Number 1487, Northing 766296.19, Easting 485017.37 Point Number 1488, Northing 766295.22, Easting 485013.69 Point Number 1489, Northing 766294.26, Easting 485010.00 Point Number 1490, Northing 766291.63, Easting 485000.04 Point Number 1491, Northing 766287.13, Easting 484978.90 Point Number 1492, Northing 766285.62, Easting 484940.43 Point Number 1493, Northing 766288.51, Easting 484927.19 Point Number 1494, Northing 766290.88, Easting 484916.32 Point Number 1495, Northing 766292.41, Easting 484900.92 Dllices strategically located to serve our clients 800.649.4336 Naples.Vorporate Office 3207 Bailey Lane,Suite 207•Naples,Florida 34105•239.649.4040•Fax 239.643.5716 wilsonmillar.com &MOO.150000 Ver.OW MANG 1 „z. ,o%WM-z .0' WlhoaMnlerrnc.—FL LW 1C-0000170 J WiI$nMiller" OR; 409PG; 397 New Directions In Planning,Design&Engineering Point Number 1496, Northing 766293.12, Easting 484893.69 Point Number 1497, Northing 766295.17, Easting 484884.53 Point Number 1498, Northing 766297.68, Easting 484873.31 Point Number 1499, Northing 766299.19, Easting 484862.76 Point Number 1500, Northing 766300.69, Easting 484852.21 Point Number 1501, Northing 766303.69, Easting 484841.28 Point Number 1502, Northing 766306.68, Easting 484830.34 Point Number 1503, Northing 766307.50, Easting 484823.94 Point Number 1504, Northing 766308.25, Easting 484817.53 Point Number 1505, Northing 766309.58, Easting 484805.83 Point Number 1506, Northing 766311.25, Easting 484791.13 Point Number 1507, Northing 766316.50, Easting 484770.00 Point Number 1508, Northing 766317.64, Easting 484764.10 Point Number 1509, Northing 766318.56, Easting 484759.34 Point Number 1510, Northing 766321.96rEqgtifig,484746.62 Point Number 1511, Northing 76632:046 . stit°g4Q :z8 Point Number 1512, Northing 766326,31,Easting 48474 Point Number 1513, Northing/7663.19.56, Easting 48470666 Point Number 1514, Northing"76635.75,-Easting 484683.2 Point Number 1515, Northing 76631''3'."66; asting 484` 71.42 Point Number 1516, Northi ing 766309 7 ,' stir 14 656'8; Point Number 1517, Northing 7,06297.;8,(E stir _467 .'46 Point Number 1518, Northi'g�7 288Qr 1,,tE sttn 8458 2�1 ,f- Point Number 1519, Northir\4 7f6272.10, Easting 455$ .. Point Number 1520, Northi4C766266.00, Easting 484540 7 Point Number 1521, Northing* 46.38, Easting 484492 Q Point Number 1522, Northing 76 2 75, Easting 48445..1; Point Number 1523, Northing 766\2.,-,,, ,6 ;Easting...4844 8' Point Number 1524, Northing 766194.3; ,iE4sting44.,a4387.66 Point Number 1525, Northing 766186.81:-Easting-454370.31 Point Number 1526, Northing 766184.19, Easting 484362.03 Point Number 1527, Northing 766181.50, Easting 484353.72 Point Number 1528, Northing 766177.75, Easting 484331.84 Point Number 1529, Northing 766176.25, Easting 484309.97 Point Number 1530, Northing 766177.37, Easting 484299.83 Point Number 1531, Northing 766177.87, Easting 484295.30 Point Number 1532, Northing 766178.50, Easting 484289.62 Point Number 1533, Northing 766181.94, Easting 484270.28 Point Number 1534, Northing 766183.06, Easting 484263.97 Point Number 1535, Northing 766192.82, Easting 484245.13 Point Number 1536, Northing 766207.93, Easting 484231.56 Point Number 1537, Northing 766218.50, Easting 484222.50 Point Number 1538, Northing 766237.32, Easting 484209.69 Point Number 1539, Northing 766254.69, Easting 484205.90 Point Number 1540, Northing 766278.82, Easting 484203.66 Point Number 1541, Northing 766296.94, Easting 484205.90 &2'./2005.158608 Ver 016 GLAND 2 03312SM-04a WINK-28783 , . 16136 OR: 4089 PG: 3908 Wi/s iMiller New Directions In Planning,Design&Engineering , Point Number 1542, Northing 766324.81, Easting 484214.97 Point Number 1543, Northing 766332.35, Easting 484220.26 Point Number 1544, Northing 766345.19, Easting 484229.28 Point Number 1545, Northing 766354.25, Easting 484236.47 Point Number 1546, Northing 766363.25, Easting 484243.62 Point Number 1547, Northing 766379.87, Easting 484261.72 Point Number 1548, Northing 766397.19, Easting 484285.84 Point Number 1549, Northing 766411.93, Easting 484309.06 Point Number 1550, Northing 766260.68, Easting 484411.04 Point Number 1551, Northing 766437.18, Easting 484675.00 Point Number 1552, Northing 766647.56, Easting 484542.25 Point Number 1553, Northing 766463.56, Easting 484275.28 Point Number 1554, Northing 766425.13, Easting 484300.19 Point Number 1555, Northing 766421.93, Easting 484302.35 Point Number 1556, Northing 766419. 44298.22 Point Number 1557, Northing 766410.1+9' att -' g(4642`44A0 Point Number 1558, Northing 76669+7 5;Easting 4841 i`.6/3{ Point Number 1559, Northing 76636/.04, Easting 48424 15� Point Number 1560, Northing"768381:93-Easting 484240.8 Point Number 1561, Northing 766368: 9=t`asting 464223.03 Point Number 1562, Northing 766352:O0; s n` 42Ofi6 Point Number 1563, Northi�ig 7 1341,1Eastr � _4i 7.1 Point Number 1564, Northing-7 ,'E sting 8419 .6x0 FPoint Number 1565, Northing./ 1631 , Easting 18910 A' Point Number 1566, Northing?6/293.75, Fasting 44185184 Point Number 1567, Northing\766276.00, Easting 48065'.65". 4O Point Number 1568, Northing 76162,67\92, Easting 48418 . Point Number 1569, Northing 766254;ffQ;E sting_484'(� �4 ' Point Number 1570, Northing 766239:62x,, stii�g14844g2 :32 Point Number 1571, Northing 766228.69;Easting-484196.76 Point Number 1572, Northing 766217.75, Easting 484201.18 Point Number 1573, Northing 766197.56, Easting 484210.91 Point Number 1574, Northing 766181.38, Easting 484226.29 Point Number 1575, Northing 766170.87, Easting 484241.62 Point Number 1576, Northing 766164.37, Easting 484258.63 Point Number 1577, Northing 766163.72, Easting 484261.17 Point Number 1578, Northing 766163.02, Easting 484263.94 Point Number 1579, Northing 766160.75, Easting 484272.74 Point Number 1580, Northing 766157.12, Easting 484286.91 Point Number 1581, Northing 766157.57, Easting 484297.85 Point Number 1582, Northing 766157.94, Easting 484308.75 Point Number 1583, Northing 766158.75, Easting 484325.71 Point Number 1584, Northing 766158.75, Easting 484341.09 Point Number 1585, Northing 766152.25, Easting 484355.65 Point Number 1586, Northing 766145.82, Easting 484366.16 Point Number 1587, Northing 766132.87, Easting 484372.63 &231005-158888 Ver,0n-GLAND 3 uea 0.1,112-SO4-040.VWRK-28783 . 16D 6 WiIsOnMiller° OR: 4089 PG: 3909 New Directions In Planning,Design&Engineering Point Number 1588, Northing 766126.81, Easting 484377.08 Point Number 1589, Northing 766120.75, Easting 484381.53 Point Number 1590, Northing 766100.50, Easting 484380.72 Point Number 1591, Northing 766069.00, Easting 484376.66 Point Number 1592, Northing 766044.69, Fasting 484366.97 Point Number 1593, Northing 766009.13, Easting 484353.22 Point Number 1594, Northing 765988.91, Easting 484339.47 Point Number 1595, Northing 765968.68, Easting 484325.71 Point Number 1596, Northing 765947.69, Easting 484308.75 Point Number 1597, Northing 765919.38, Easting 484286.91 Point Number 1598, Northing 765887.87, Easting 484266.69 Point Number 1599, Northing 765857.94, Easting 484244.88 Point Number 1600, Northing 765823.13, Easting 484224.66 Point Number 1601, Northing 765808.19, Easting 484214.95 Point Number 1602, Northing 765793.26,-E tirt 7484205.25 Point Number 1603, Northing 765758:444 a ting 44,1 T 43 Point Number 1604, Northing 765'726166,tasting 4841Q+4 Point Number 1605, Northing 76571.48, Easting 484165`$4' Point Number 1606, Northing 76570 -69;-Eastting 4841160.7 Point Number 1607, Northing 765675'8-1;= astir g 484149.43 Point Number 1608, Northing 76565 .11 , sqn 697 Point Number 1609, Northi g 76500. 9,1E stijn� 4841#.3'}1I Point Number 1610, Northi g.�t 556Q8,,3,E stih 484135.28 f--� Point Number 1611, North' '76,5592.68,Easting 441338 ' Point Number 1612, Northin '76 5 571.69, Easting 48;4:t29. 2/ Point Number 1613, Northing 5, 41 Northing?� 2.06, Easting 481 7 7 Point Number 1614, Northing 7'15,50,63, Easting 48412 •9' Point Number 1615, Northing 76 521t6� �Easting_.84-1;�3,,4r Point Number 1616, Northing 76552 �1`9''Epstirig 8 1,22:75 Point Number 1617, Northing 765516.94, asting-$4121.63 Point Number 1618, Northing 765511.81, Easting 484120.72 Point Number 1619, Northing 765500.49, Easting 484118.72 Point Number 1620, Northing 765480.75, Easting 484116.16 Point Number 1621, Northing 765463.31, Easting 484113.87 Point Number 1622, Northing 765437.44, Easting 484108.21 • Point Number 1623, Northing 765420.44, Easting 484104.16 Point Number 1624, Northing 765395.37, Easting 484100.94 Point Number 1625, Northing 765366.31, Easting 484092.03 Point Number 1626, Northing 765348.13, Easting 484086.15 Point Number 1627, Northing 765336.37, Easting 484082.35 Point Number 1628, Northing 765314.56, Easting 484075.87 Point Number 1629, Northing 765260.37, Easting 484058.06 Point Number 1630, Northing 765240.12, Easting 484052.00 Point Number 1631, Northing 765219.94, Easting 484045.94 Point Number 1632, Northing 765186.75, Easting 484035.44 Point Number 1633, Northing 765168.56, Easting 484028.56 _ &23/21305-150860 Vol on-GLAND CAM 4 03372.204844 V W RK-28763 j1/4-1+ 16B6 Wil Miller' °R; 4089 PG: 3910 New Directions In Planning,Design&Engineering Point Number 1634, Northing 765150.37, Easting 484021.68 Point Number 1635, Northing 765100.25, Easting 484007.12 Point Number 1636, Northing 765060.63, Easting 483995.82 Point Number 1637, Northing 765022.62, Easting 483983.68 Point Number 1638, Northing 764976.50, Easting 483968.31 Point Number 1639, Northing 764944.18, Easting 483959.41 Point Number 1640, Northing 764919.50, Easting 483952.72 Point Number 1641, Northing 764913.54, Easting 483951.11 Point Number 1642, Northing 764905.38, Easting 483948.90 Point Number 1643, Northing 764870.62, Easting 483939.22 Point Number 1644, Northing 764832.62, Easting 483925.47 Point Number 1645, Northing 764802.68, Easting 483914.94 Point Number 1646, Northing 764788.06, Easting 483908.16 Point Number 1647, Northing 764767.88, Easting 483898.78 Point Number 1648, Northing 764741;26-F.44t4$3;;•.22 Point Number 1649, Northing 76471 .1, is8 '°a.84. Point Number 1650, Northing 7646,83-,Easting 48 :,8!6 Point Number 1651, Northing�7 684.79, Easting 483844. 9 Point Number 1652, Northin 764G�7�1:69;Easting_��3832.4 Point Number 1653, Northing 7 4653 ti g 483;17.91 Point Number 1654, Northing 70 T' ; .7 Point Number 1655, Northing 7 4 18.86,E stn• - ;,.8. Point Number 1656, Northi++� ry y i . ;377°.91 F Point Number 1657, Northiri 4 294 Easting ,w 769.,0 .= Point Number 1658, Northin `764587.56, Easting 4 00,50 , Point Number 1659, Northing 3.00,Easting 48 75,E -0 Point Number 1660, Northing��5 , 0, Easting 48375©8 Point Number 1661, Northing 764 A ;Easi ng 4 719\:62 Point Number 1662, Northing 76454 .7 ,. tiff ,47A8'.-12 7 8.12 Point Number 1663, Northing 764521.25-,-Eating-48-3680.44 Point Number 1664, Northing 764515.62, Easting 483668.31 Point Number 1665, Northing 764507.51, Easting 483659.44 Point Number 1666, Northing 764389.50,Easting 483593.12 Point Number 1667, Northing 764187.31, Easting 483661.03 Point Number 1668, Northing 764231.38,Easting 483780.72 Point Number 1669, Northing 764231.03, Easting 483780.72 Point Number 1670, Northing 764218.88,Easting 483780.72 Point Number 1671, Northing 764209.94, Easting 483778.28 Point Number 1672, Northing 764196.19, Easting 483774.25 Point Number 1673, Northing 764187.31, Easting 483769.40 Point Number 1674, Northing 764176.82, Easting 483763.75 Point Number 1675, Northing 764160.63, Easting 483752.41 Point Number 1676, Northing 764145.25, Easting 483745.94 Point Number 1677, Northing 764133.12, Easting 483737.06 Point Number 1678, Northing 764118.56, Easting 483732.19 Point Number 1679, Northing 764103.18, Easting 483728.97 , 8/231'2005.160.08 Ver.011.GUNW 5 .. 03312SO4O10•VW111C.28783 r , , 1613 6 _ Wi/sOn/yl%//er. OR: 4089 PG: 3911 New Directions In Planning,Design N Engineering Point Number 1680, Northing 764087.87, Easting 483724.90 Point Number 1681, Northing 764074.12, Easting 483723.31 Point Number 1682, Northing 764053.88, Easting 483723.31 Point Number 1683, Northing 764041.74, Easting 483721.68 Point Number 1684, Northing 764030.44, Easting 483719.26 Point Number 1685, Northing 764012.62, Easting 483716.03 Point Number 1686, Northing 763992.44, Easting 483709.56 Point Number 1687, Northing 763968.18, Easting 483700.66 Point Number 1688, Northing 763931.00, Easting 483683.68 Point Number 1689, Northing 763877.68, Easting 483662.50 Point Number 1690, Northing 763867.94, Easting 483658.63 Point Number 1691, Northing 763830.02, Easting 483645.38 Point Number 1692, Northing 763816.93, Easting 483640.81 Point Number 1693, Northing 763756.32, Easting 483615.76 Point Number 1694, Northing 763756.3.11-E ting 48315.75 Point Number 1695, Northing 76370?.1a3 t_ titlg(4338 ,3 93 Point Number 1696, Northing 7(j365'2,-81, Easting 4835 4'*3 Point Number 1697, Northing 7636,17.25, Easting 48355 :34\ Point Number 1698, Northing 7636€@:06;Easting 483542.1 \ Point Number 1699, Northing 763544 44 asting 4$3 27.62 \ Point Number 1700, Northing 76.35-1-2113,-/Osir 483 1"5'55' Point Number 1701, Northi ig 7 3478. 2, E st ng 483 1:4 Point Number 1702, Northing.. 34,53;Xast ng i48349, .2, Point Number 1703, North c 7 34275,Easting 4483475$8 c Point Number 1704, Northinn 7 3391.63, Easting 48 459)69 Point Number 1705, Northing 70375.44, Easting 48', 4 .3 Point Number 1706, Northing 763380,96, Easting 483427, Point Number 1707, Northing 76334 :0 ; 9 " Easting_48- 11` Point Number 1708, Northing 7636:38,1 fisting ,8.38'31 Point Number 1709, Northing 763349.57,-Easting48-3368.31 Point Number 1710, Northing 763354.44, Easting 483348.09 Point Number 1711, Northing 763359.31, Easting 483332.75 Point Number 1712, Northing 763366.56, Easting 483305.25 Point Number 1713, Northing 763373.06, Easting 483279.37 Point Number 1714, Northing 763381.12, Easting 483255.12 Point Number 1715, Northing 763390.00, Easting 483224.37 Point Number 1716, Northing 763398.94, Easting 483202.56 Point Number 1717, Northing 763455.37, Easting 483026.56 Point Number 1718, Northing 763506.38, Easting 482889.40 Point Number 1719, Northing 763521.19, Easting 482851.40 Point Number 1720, Northing 763526.81, Easting 482844.03 Point Number 1721, Northing 763541.56, Easting 482824.54 Point Number 1722, Northing 763563.81, Easting 482801.37 Point Number 1723, Northing 763583.24, Easting 482791.16 Thence North 23°19'18"West, 25.59 feet to the west line of the aforementioned Section 33 (Point Number 1724, Northing 763606.74, Easting 482781.03) 8/232005-158888 Ver 08.GLAND 6 WO 03312501-040-V W RK•28183 16U6 1 OR: 4089 PG: 3912 WilsonMiller ' I, New Directions In Planning,Design&Engineering i Thence along said west line North 00°28'14"West, 238.17 feet to(Point Number 1725, Northing 763844.90, Easting 482779.05) Thence leaving said line in straight line segments through the following vertices, (Points 1726 through 1742 inclusive) Point Number 1726, Northing 763849.25, Easting 482780.03 Point Number 1727, Northing 763904.87, Easting 482795.81 Point Number 1728, Northing 763938.63, Easting 482811.71 Point Number 1729, Northing 763865.50,Easting 482999.41 Point Number 1730, Northing 763866.38,Easting 483002.69 Point Number 1731, Northing 764032.00, Easting 483060.06 Point Number 1732, Northing 764161.06, Easting 483104.46 Point Number 1733, Northing 764169 31, i -48a 02.69 Point Number 1734, Northing 7641,75. (4 3.0: :CZ3 Point Number 1735, Northing 7 rrk08;Easting 483 at 516• Point Number 1736, Northing 76424194,Easting 48292..;8 Point Number 1737, Northin 76#58:'t2;Easling_g 883.6. Point Number 1738, Northinti 7642 -14 a t' g 482:73.62 Point Number 1739, Northir(g 7 . svi ` r 97 Point Number 1740, Northing 7 42488 a6,E stip! f!,2::�'. b Point Number 1741, North 9�7i 4Is§ 1, sn• 8285 .1 t Point Number 1742, Northir 7 4108194, asting 282 6 Thence North 23°19'18"We . 9 feet to the wes 1gp ti,,,,, forementioned Section 33 (Point Number 1743, Northing 63g .28, Easting 4827 ik 1- Thence along said west line North 0c- MtWtst,l eet to(Point Number 1745, Northing 764064.74, Easting 482777.23) Thence leaving said line in straight line segments through the following vertices, (Points 1746 through 1816 inclusive) Point Number 1746, Northing 764273.19, Easting 482828.16 . Point Number 1747, Northing 764306.00, Easting 482840.50 Point Number 1748, Northing 764338.87, Easting 482863.78 Point Number 1749, Northing 764348.50, Easting 482900.75 Point Number 1750, Northing 764356.63, Easting 482960.97 Point Number 1751, Northing 764365.44, Easting 482984.57 Point Number 1752, Northing 764445.13, Easting 483017.03 Point Number 1753, Northing 764672.31, Easting 483096.72 Point Number 1754, Northing 764918.25, Easting 483189.79 Point Number 1755, Northing 765044.07, Easting 483244.37 Point Number 1756, Northing 765190.75, Easting 483308.03 Point Number 1757, Northing 765234.32, Easting 483347.84 ,.132005.1'5068n Vcr.0 n-GMANO CA 7 7 07312$04-010.V WRK-26763 r` 160 6 ' - wilsOnMiller° OR: 4089 PG: 3913 New Directions In Planning,Design&Engineering Point Number 1758, Northing 765294.07, Easting 483416.29 Point Number 1759, Northing 765351.31, Easting 483449.87 Point Number 1760, Northing 765414.75, Easting 483476.00 Point Number 1761, Northing 765513.06, Easting 483541.96 Point Number 1762, Northing 765641.62, Easting 483623.12 Point Number 1763, Northing 765712.19, Easting 483667.66 Point Number 1764, Northing 765856.94, Easting 483757.56 Point Number 1765, Northing 765866.49, Easting 483763.47 Point Number 1766, Northing 765889.26, Easting 483775.12 Point Number 1767, Northing 765973.51, Easting 483818.25 Point Number 1768, Northing 766126.56, Easting 483900.37 Point Number 1769, Northing 766252.37, Easting 483978.12 Point Number 1770, Northing 766263.44, Easting 483985.00 Point Number 1771, Northing 766306.13, Easting 484016.44 Point Number 1772, Northing 766310.75i.Ealtirig 484Q19.85 Point Number 1773, Northing 7663Tf: testir g(4�##0�>$2 Point Number 1774, Northing 766400;56;Easting 4841 .0112;,. Point Number 1775, Northing 766466.31, Easting 48420 :01 \ Point Number 1776, Northing/766563.38, Easting_484314.75\ Point Number 1777, Northing 766633:06;Eastirg 484440.43\ Point Number 1778, Northig 766680:38`tasting 6260 �'1 Point Number 1779, Northing 70118�'�3,�E'st'tnb 484698.$cl Point Number 1780, Northing-7067\56,.24,E sting 18467 .40 Point Number 1781, Northing 766776.18,Eastirig 44472gj6 ,61:',/ Point Number 1782, Northing;766801.06, Easting 484864�81 Point Number 1783, Northing766791.43, Easting 48488 O Point Number 1784, Northing 7666 41, Easting 48490; Point Number 1785, Northing 76 1 k:3 ;•Easting 4849 1 Y Point Number 1786, Northing 766759:4 ,1 asti0g #;85004 1 Point Number 1787, Northing 766706.98;Easting-485097.53 Point Number 1788, Northing 766553.55, Easting 485366.02 Point Number 1789, Northing 766552.14, Easting 485368.49 Point Number 1790, Northing 766546.68, Easting 485378.05 Point Number 1791, Northing 766546.62, Easting 485378.14 Point Number 1792, Northing 766546.57, Easting 485378.23 Point Number 1793, Northing 766546.57, Easting 485378.24 Point Number 1794, Northing 766546.56, Easting 485378.25 Point Number 1795, Northing 766546.56, Easting 485378.25 Point Number 1796, Northing 766546.56, Easting 485378.26 Point Number 1797, Northing 766546.56, Easting 485378.26 Point Number 1798, Northing 766546.56, Easting 485378.25 Point Number 1799, Northing 766544.99, Easting 485374.58 Point Number 1800, Northing 766543.99, Easting 485372.23 Point Number 1801, Northing 766538.07, Easting 485358.38 Point Number 1802, Northing 766531.94, Easting 485340.12 Point Number 1803, Northing 766529.94, Easting 485313.75 &13/2006 158888 Vcr,01 F GLAND 8 CAM 03312-$04-040-WM.28783 , . 0 7 1 6 6 OR: 4089 PG: 3914 WilnMiller New Directions In Planning,Design&Engineering Point Number 1804, Northing 766534.00, Easting 485297.53 Point Number 1805, Northing 766550.19, Easting 485297.53 Point Number 1806, Northing 766558.31, Easting 485277.25 Point Number 1807, Northing 766544.12, Easting 485244.81 Point Number 1808, Northing 766523.81, Easting 485236.68 Point Number 1809, Northing 766499.50, Easting 485250.88 Point Number 1810, Northing 766475.18, Easting 485269.12 Point Number 1811, Northing 766450.81, Easting 485275.21 Point Number 1812, Northing 766430.56, Easting 485285.35 Point Number 1813, Northing 76643041, Easting 485285.35 Point Number 1814, Northing 766423.50, Easting 485285.35 Point Number 1815, Northing 766398.12, Easting 485285.35 Point Number 1816, Northing 766385.50, Easting 485283.37 Point Number 1471, Northing 766372.12,Easting 485281.28 POINT OF BEGINNING; Containing 51.37 acres more or leis ` C06 Subject to easements of record.-/,O Bearings are based on the noj.h(lire'of Section 28,Town ip South, Range 28 East, Collier County, Florida being North 8"9°00'4}5"Eash.__.. 1 1117) F-9 j•-) 829/2005.1554KNI V.011-GLAND 01312-SO4-040.V40RK-28783 ,.. Wil �Mi// r° OR: 4089 PG: 3915 s ► e New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 7 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETA-TIONS FROM AERIAL PHOTOGRAPHS HAVING T1.HE FOLLOWING PARAMETERS:DATE OF PHOTOGRAPHY:4/ 3/Q � 4, _ �-- � 2. NEGATIVE SCALE: 1:36000/7(U 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED,1"= 00'.` 6. THIS IMAGERY HAS 'I NOI B N;O1T OF �! \E9 TO MEET MINIMUM TECHNICAL STANDARDS OR NATIONA VIk♦ACCU Y AND R S 7. VERTICAL ELEVATION �i G WILLCAU1=VftIZ ,� 16PLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZ T 8. IN AREAS WHERE TALL ST dT.URES OR TREES I A� " RES. LEAN TO OBSTRUCT '� � w�� "'' FEATU EXPOSURES g ' AICKED IN AN EFFORT TO MINIMIZE THE EFFECT. �E 9. THIS PROD IS SIMILAR IN ACCURA CTIFIED ENLARGEMENTS, EXCEPT PROV P. r, IN DIrk 7 '. M, LS#5627 — DATE 8-08-05 VI/iL`gC0 Z+ „►k� ISTERED ENGINEERS AND LAND SURVEYORS. NOT V, ..ID�VCt�rr.( FIESIGNATURE AND ORIGINAL RAISED SEAL OFA PROFESSIONAL SURVEYORIPO pp /rj;. NOT EJAS'E 0)Kf R 2VEY OF SUBJECT LANDS. CERTIFICATEO. ORIZATION#LB-43 REF 214-99 023(1005-756660 Vcr.011-GLAND 0331 10 «u+zsa4 as wvwc-213763 P , , 16136 .. . . ._ Wil. ,nMiller® OR: 4089 PG: 3916 New Directions in Planning,Design&Engineering t DESCRIPTION OF PART OF SECTIONS 22 AND 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7-PARCEL B-OTHER LISTED SPECIES) (EXHIBIT E) All that part of Sections 22 and 27,Township 46 South, Range 28 East,Collier County,Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 27, Township 46 South, Range 28 East,Collier County, Florida. Thence along said north line of said Section 27, North 88°59'47"East,544.11 feet,to the POINT OF BEGINNING;(Point Number 573, Northing 771170.47, Easting 488502.29); Thence along said north line North 88°59'47"East 777.69 feet to(Point Number 576,Northing 771184.10,Easting 489279.86) Thence leaving said line in straight-line deg eitph o g'i t • Tollowing vertices,(Points 577 through 579 inclusive) /� ,.- -=----- 1V Point Number 577,Northing 7725/6(5-070 6':5 , Easting 489264.73 Point Number 578,Northing 772/549 2 as in 49058 1 HER INAFTER REFERRED TO r 1 AS P 1N-qA" Point Number 579,Northing 7 25 7 -st' -°, ' •'T' R I AFTER REFERRED TO 6.17 S I I T"B" Thence along the east line of a -' -.es e p. (,,Sou 00° 2"East, 1342.58 feet to a point on said north line of said Secti A (Point Number 580, rthi g 7 ? 6.20, Easting 491261.54) Thence along the north line of i fiction 27 North 88°5r 7" E t-3 6.09 feet to(Point Number 581, Northing 771225,17, Easting 4915, 7.5 Thence leaving said line in straighf�'ntu ments through the fptigvying vertices,(Points 582 through 631 &573 inclusive) P- - -sj'z C Point Number 582, Northing 772567.63, Eastin 915991 Point Number 583, Northing 772573.53, Easting 491909.42 Point Number 584,Northing 771333.35, Easting 491920.69 HEREINAFTER REFERRED TO AS POINT"C" Point Number 585, Northing 771291.04, Easting 491800.20 Point Number 586,Northing 771341.91,Easting 491677.84 Point Number 587, Northing 771102.33,Easting 491749.23 Point Number 588, Northing 770950.54, Easting 491802.25 Point Number 589, Northing 770847.16, Easting 491828.92 Point Number 590, Northing 770739.68, Easting 491834.56 Point Number 591, Northing 770582.14, Easting 491856.71 Point Number 592,Northing 770335.17, Easting 491693.64 HEREINAFTER REFERRED TO AS POINT"D" Point Number 593, Northing 770318.76,Easting 491480.21 Point Number 594,Northing 770285.95,Easting 491343.49 Point Number 595, Northing 770139.90, Easting 491131.60 Point Number 596, Northing 770203.08, Easting 491077.35 Point Number 597,Northing 770363.89,Easting 491060.73 Offices strategically located to serve our clients 800.649.4336 Napies,Corporete Office 3200 Bailey Lane,Suite 207•Naples,Florida 34105.239.649.4040• Fax 239.643 5716 wllsonnrl/ler.com Cis:f35E62 Vac Ott.TOSBORNE 1 .O WIlsoltMlll r,lnc.—FL Lla0 LC•C000170 160 6 Wilsi'nMiller• OR: 4089 PG: 3917 New Directions In Planning,Design&Engineering Point Number 598, Northing 770631.37, Easting 491052.73 HEREINAFTER REFERRED TO AS POINT"E" Point Number 599, Northing 770613.42, Easting 491021.75 Point Number 600,Northing 770574.76, Easting 490954.99 Point Number 601, Northing 770554.64, Easting 490878.23 Point Number 602, Northing 770563.43, Easting 490785.97 Point Number 603, Northing 770594.18, Easting 490689.32 Point Number 604,Northing 770642.52, Easting 490632.21 Point Number 605, Northing 770800.67, Easting 490509.19 Point Number 606, Northing 770936.87, Easting 490408.15 Point Number 607, Northing 771024.73, Easting 490307.11 Point Number 608, Northing 771033.52, Easting 490258.77 HEREINAFTER REFERRED TO AS POINT"F" Point Number 609, Northing 771046.70, Easting 490113.80 Point Number 610, Northing 771086.23, Easting 489995.17 Point Number 611, Northing 771125.77,Easing-489815. Point Number 612, Northing 771130.16,.E"st�r� 9215' Point Number 613,Northing 771147,753 sting489503'{ r ,, Point Number 614, Northing 771147(715:Easting 489362.54 .r11-^ Point Number 615, Northing 771'35: Easting 489340.85 Point Number 616, Northing 771'119�O Fastin 489311.52\ Point Number 617, Northing 7'091¢.86,Fasting 489,147.00 Point Number 618, Northing 770991 sti`�g,?#89. j$8,' ER I'AFJER REFERRED TO �,) ) • S`�OI T'G" Point Number 619,Northing 770$96.48, E2sti g'489'351.63 �; Point Number 620,Northing 770& 3:93;=Easting 489-3 ; 1 Point Number 621, Northing 7708..1, 98, Easting 489060.6• Point Number 622, Northing 771670.02, Easting 488917..1 0 Point Number 623, Northing 770762123Easting 488903.80 E,dJ Point Number 624, Northing 770751,173)asting 488901.24<'S Point Number 625, Northing 770769:92:tastiti 48885 Point Number 626, Northing 770790.89,"East fid4888 ;• —:---- Point Number 627, Northing 770840.60,Easting 488781:62 Point Number 628, Northing 770891.47, Easting 488628.50 Point Number 629,Northing 771021.10, Easting 488468.81 Point Number 630,Northing 771071.97, Easting 488450.25 Point Number 631, Northing 771160.59, Easting 488498.86 Point Number 573, Northing 771170.47, Easting 488502.29(POINT OF BEGINNING) HEREINAFTER REFERRED TO AS POINT"H" I 8/232005 155862 Vac Sn.T0.580RNE 2 cuss 03712SO4-014-6 ' 0 . 16U6 WilsOnMiller° OR: 4089 PG: 3918 New Directions to Planning,Design&Engineering LESS& EXCEPT THEREFROM THE FOLLOWING(13)PARCELS PARCEL B1 COMMENCING at the northwest corner of Section 27,Township 46 South, Range 28 East, Collier County,Florida. Thence along said north line of said Section 27, North 88°59'47"East,544.11 feet to(Point Number 573, Northing 771170.47,Easting 488502.29); Thence continue along said north line North 88°59'47"East 777.69 feet to(Point Number 576,Northing 771184.10, Easting 489279.86) Thence leaving said north line North 00°38'44"East 1342.51 feet to(Point Number 577,Northing 772526.52,Easting 489264.73); Thence along the north line of Parcel B North 88°59'17"East 827.19 feet to the POINT OF BEGINNING (Point Number 2230, Northing 772541.14, Easting-490 2.51); Thence continue along the north line,ppfPa Iran the ,owl- erein described North 88°59'17"East 472.26 feet to Point Number 2231iNolt�t ng 772549.48,Eads In 4W,. 4.70 Thence leaving said line in strait-lii�e,segments thro • e folio in ertices,(Points 2232 through 2250&2230 inclusive) iii.- 9 9 Point Number 2232, Northing 72 j 7 9, ;as; 4'€5 Point Number 2233, Northing 72 '6. 3, as ,, 4:#5 0.98 ` �, Point Number 2234, Northing 72' -•ti.g 4':5 .98 - �v Point Number 2235, Northing rq4, 3.64, Easting 49057. •3 Point Number 2236, Northing 77s 12, Easting 490542.' .0 Point Number 2237, Northing 77 ON- ,Easting 490509.•6 () Point Number 2238, Northing 7723:1. , asting 490443.11 Point Number 2239,Northing 77237 ing 4903&2 8 Point Number 2240, Northing 772310.0, -skip,W_ Point Number 2241, Northing 772267.24, Eas i . •90271.95 Point Number 2242, Northing 772257.74, Easting 490233.92 Point Number 2243, Northing 772252.98,Easting 490167.36 Point Number 2244, Northing 772281.51, Easting 490100.80 Point Number 2245, Northing 772333.80, Easting 490038.99 Point Number 2246, Northing 772376.59, Easting 490024.73 Point Number 2247, Northing 772428.89,Easting 490024.73 Point Number 2248, Northing 772485.94, Easting 490034.24 Point Number 2249, Northing 772518.00, Easting 490056.44 Point Number 2250, Northing 772518.31, Easting 490073.33 Point Number 2230, Northing 772541.14, Easting 490092.51)(POINT OF BEGINNING) Containing 2.70 acres more or less. ...':-) ------, MUM&15.5002 Ver Oil•TOSBORNE Gag 3 0331 07312.5040{0..0 1606 WiI$nM%Iler. OR: 4089 PG: 3919 New Directions In Planning.Design&Engineering PARCEL B2 BEGINNING at the aforementioned POINT"B"(Point Number 579,Northing 772561.73,Easting 491249.29) Thence along the east line of the aforementioned Parcel B and the east line of the herein described Parcel South 00°31'22"East 555.10'to(Point Number 2276,Northing 772006.64, Easting 491254.35); Thence leaving said east line in straight-line segments through the following vertices,(Points 2277 through 2286 inclusive) Point Number 2277, Northing 772010.52, Easting 491184.77 Point Number 2278,Northing 772015.27,Easting 491141.99 Point Number 2279, Northing 772043.80, Easting 491089.68 Point Number 2280, Northing 772110.35, Easting 491037.39 Point Number 2281, Northing 772186.42, Easting 490989.85 Point Number 2282, Northing 772267.24, Eas�tir g-49097 84 Point Number 2283, Northing 772352.82,-E5 ' Point Number 2284, Northing 772476.4 is n , Point Number 2285, Northing 77253 $ Easting 491024.9 Point Number 2286, Northing 77255,0,Easting 491029.71 Thence along the north line of he .f•Trekointi 7 orth line of the herein described Parcel North 88°58'31" East 2 9.6: febt t P in N .- !h g 72561.73, Easting 491249.29); (POINT OF BEGINNING) Containing 3.03 acres more or 6s 1E +CtG M122006.1858.2 Vac 011-Tosaoc*E C4143 4 02]12.801-0{6.0 160 6 , , OR: 4089 PG: 3920 New Directions In Planning,Design d Engineering i PARCEL B3 COMMENCING at the aforementioned POINT A(Point Number 578, Northing 772549.92, Easting 490589.15); Thence South 34°09'44"East,628.90 feet,to the POINT OF BEGINNING;(Point Number 2262, Northing 772029.53, Easting 490942.31) Thence in straight-line segments through the following vertices, (Points 2263 through 2275&2262 inclusive) Point Number 2263, Northing 771977.23, Easting 490956.57 Point Number 2264, Northing 771929.70, Easting 490942.31 Point Number 2265, Northing 771901.16, Easting 490923.29 Point Number 2266, Northing 771879.17,Easting 490936.13 Point Number 2267, Northing 771877.39,Easting 490932.80 Point Number 2268,Northing 771877.39, Eajng-49087Q.99 Point Number 2269, Northing 771891.66,,-Ea$t 496 1 Point Number 2270, Northing 77193 O,�,01ing�t9Cr7 6,40'\j Point Number 2271,Northing 772005.'76,E sting 490756.8 ,1_. Point Number 2272,Northing 7720206, Easting 490758.66 Point Number 2273, Northing 703429:Eastirig-4907119p6 Point Number 2274, Northing 7/172058.06;-East'ng.4'0804.4 Point Number 2275, Northing 72 r:.,_71-,k918 ' it Point Number 2262,Northing 724 19,9. • o OF BEGINNING) Containing 0.66 acres more o i . �' / PARCEL B4 -r (�� r COMMENCING at the aforementione hIt,7"B-int-Nurn14e 79,Northing 772561.73, Easting 491249.29) _`;-- Thence along the east line of the aforementioned Parcel B South 00°31'22"East 668.46 feet to the POINT OF BEGINNING(Point Number 2251,Northing 771893.29, Easting 491255.39); Thence continue along the east line of the aforementioned Parcel B and the east line of the herein described parcel South 00°31'22"East 339.82 feet to(Point Number 2252, Northing 771553.48, Easting 491258.49); Thence leaving said east line in straight-line segments through the following vertices, (Points 2253 through 2260&2251 inclusive) Point Number 2253, Northing 771553.02, Easting 491243.26 Point Number 2254, Northing 771573.12, Easting 491199.04 Point Number 2255, Northing 771620.66, Easting 491141.99 Point Number 2256, Northing 771668.21, Easting 491108.71 Point Number 2257, Northing 771730.01, Easting 491113.46 Point Number 2258,Northing 771782.30,Easting 491127.72 Point Number 2259,Northing 771834.61, Easting 491161.00 D --� 827!70°6-156662 Ver 011•TOSBORNE 5 .� 07712.504010.0 6 , . IÔDÔ Is Miller OR: 4089 PG: 3921 New Directions In Planning,Design&Engineering Point Number 2260, Northing 771886.90, Easting 491208.55 Point Number 2251, Northing 771893.29, Easting 491255.39(POINT OF BEGINNING) Containing 0.85 acres more or less PARCEL B5 BEGINNING at the aforementioned POINT C(Point Number 584, Northing 771333.35, Fasting 491920.69); Thence along the south line of the aforementioned Parcel B the following (2)two courses&distances; 1) South 70°39'09"West 120.70 feet to(Point Number 585, Northing 771291.04, Easting 491800.20) 2) North 67°25'28"West 34.57 feet to(Point Number 2287, Northing 771304.32, Easting 491768.27) Thence leaving said south line in straight-line s„egtnents through the following vertices, (Points 2288 through 2292 inclusive) c R A .. ---•- z J\1 Point Number 2288, Northing 771354. },fasting 491793.333 O Point Number 2289, Northing 771,397:42, Fasting 491831.35 Point Number 2290, Northing 7771430.`5 , Easting_491864t63 Point Number 2291, Northing 771444.7 Easting 491897192 Point Number 2292, Northing 7714,49:8:`.�-;Eastjr10 49 9:61--- \ Thence along the east line of the a�for mcrlfio eP e 13 o\uth\000 1'14"East 116.49 feet to the POINT OF BEGINNING Poin Nu 'b r 5 , North'y� 7 1"333, 5, EaS in '491920.69 Containing 0.32 acres more or "- v 0/ PARCEL B6 `SC.J BEGINNINGNUP1} at the aforementioned POIf�-T_(rfi'c7itttAla9 , Northing 770335.17, Easting 491693.64); �--------:...2.-_-_—:------ Thence along the south line of the aforementioned Parcel B the following(3)three courses&distances; 1) South 85°36'12"West 214.06 feet to(Point Number 593, Northing 770318.76, Easting 491480.21) 2) South 76°30'04"West 140,60 feet to(Point Number 594, Northing 770285,95, Easting 491343.49) 3) South 55°25'24"West 205.15 feet to(Point Number 2310, Northing 770170.09, Easting 491175.40 Thence leaving said south line in straight-line segments through the following vertices, (Points 2311 through 2320 inclusive) Point Number 2311,Northing 770175.50, Easting 491175.37 Point Number 2312, Northing 770229.10, Easting 491194.86 Point Number 2313, Northing 770280.26, Easting 491250.90 Point Number 2314, Northing 770316.81, Easting 491367.86 0.«1.'/2°05-155862 Ver.01!-1056ORNE 6 ChM 033 12-501-010-,0 _ , . 160 b 1 WilsonMiller• OR: 4089 PG: 3922 V New Directions In Planning,Design&Engineering f Point Number 2315, Northing 770338.74, Easting 491445.83 Point Number 2316, Northing 770355.80, Easting 491523.80 Point Number 2317, Northing 770358.24, Easting 491596.90 Point Number 2318, Northing 770389.91, Easting 491677.30 Point Number 2319, Northing 770404.54, Easting 491726.04 Point Number 2320, Northing 770404.73, Easting 491739.56 Thence along the east line of the aforementioned Parcel B South 33°26'12"West 83.35 feet to(Point Number 592, Northing 770335.17, Easting 491693.64)(POINT OF BEGINNING) Containing 0.47 acres more or less PARCEL B7 COMMENCING at the aforementioned POINT E(Point Number 598, Northing 770631.37,Easting 491052.73) _ Thence along the west line of the afore er)i -Parrcce1..& ut .01°42'47"East 81.17 feet to(Point Number 2323,Northing 770550.24 EAS g-491055.16)P0-84,-O EGINNING; Thence leaving said west line in traig ti lnesegments tho gh th foil ing vertices,(Points 2324 through 2326 inclusive) " Point Number 2324, Northing 704/:4.:5\as in. 4. 0:� Point Number 2325, Northing 701'5. 6, .s in• 4• 0..„1..18 Point Number 2326, Northing 7'617 .i tin?. • 0!'.99 Thence along the west line of th-15 ementioned Parcel jaj e fll� 1r� (3)three courses&distances; 1) North 40°39'18"West 25.54ep (Point Number 596,Ni�rt�iiQQ99 770203.08, Easting 491077.35) 2) North 05°53'55"West 161.6 f@4f;(P" int_t timber-59i\yortfting 770363.89, Easting 491060.73) 3) North 01°42'47"West 186.43 febt ofir iurrtbtA3623;"$orthing 770550.24, Easting 491055.16) POINT OF BEGINNING; Containing 0.08 acres more or less PARCEL B8 COMMENCING at the aforementioned POINT E(Point Number 598,Northing 770631.37, Easting 491052.73) Thence along the south line of the aforementioned Parcel B the following(2)two courses&distances; 1) South 59°55'07"West 35.81 feet to(Point Number 599, Northing 770613.42, Easting 491021.75) 2) South 59°55'10"West 63.45 feet to(Point Number 2376, Northing 770581.62, Easting 490966.84)POINT OF BEGINNING U 0123/2005-155802 ver.011-10980INE CW3 03312404-010.•a 1 r... ' 16136 woofimiller. OR: 4089 PG: 3923 New Directions In Planning,Design&Engineering Thence continue along said south line the following (2)two courses&distances; 1) South 59°55'10"West 13.69 feet to(Point Number 600, Northing 770574.76, Easting 490954.99) 2) South 75°18'59"West 79.36 feet to(Point Number 601, Northing 770554.64, Easting 490878.23) Thence leaving said south line North 73°04'01"East 92.63 feet to(Point Number 2376, Northing 770581.62, Easting 490966.84) POINT OF BEGINNING Containing 0.003 acres more or less PARCEL B9 COMMENCING at the aforementioned POINT E(Point Number 598, Northing 770631.37, Easting 491052.73) _ Thence North 00°02'35" East 97.34 feet to-{{P.A tl i.te p26, Northing 770728.71, Easting 491052.81) POINT OF BEGINNING; �� , ! Thence leaving said line in straight=lie,segments through the fo win"vertices, (Points 2329 through 2370 &2328 inclusive) 1 i Point Number 2329, Northing 7707P2-01i-EastI�ncr9S�, Point Number 2330, Northing 770q 5.'R3,"Easting 4 0 .99 Point Number 2331, Northing 770677.'¢6,,Eas ng 49� 0 ' .03 Point Number 2332, Northing 776109.34 Easting 4909719��.49 Point Number 2333, Northing 7706\2\4.93, Easting 4909041519 Point Number 2334, Northing 77062493, Easting 490838:•- Point Number 2335, Northing 770tY4 ,52, Easting 490785.97 Cio Point Number 2336, Northing 77067'x.27'Easting 490724.46 ec,„ Point Number 2337, Northing 770708.417/Easting_49Q693:7 \S- Point Number 2338, Northing 770730.38;•Eastf 4906 6. Point Number 2339, Northing 770787.49, Easting490645.39 Point Number 2340, Northing 770844.60, Easting 490636.60 Point Number 2341, Northing 770897.33, Easting 490627.81 Point Number 2342, Northing 770928.08, Easting 490632.21 Point Number 2343,Northing 771003.81, Easting 490653.16 Point Number 2344, Northing 771092.94, Easting 490699.84 Point Number 2345, Northing 771166.44, Easting 490734.66 Point Number 2346,Northing 771183.27, Easting 490742.62 Point Number 2347,Northing 771216.55, Easting 490809.19 Point Number 2348, Northing 771197.53, Easting 490894.76 Point Number 2349,Northing 771159.50, Easting 490980.34 Point Number 2350, Northing 771083.43, Easting 491056.41 Point Number 2351, Northing 771007.36, Easting 491113.46 Point Number 2352, Northing 770964.57, Easting 491127.72 Point Number 2353, Northing 770907.52, Easting 491132.48 Point Number 2354,Northing 770861.27, Easting 491143.15 Point Number 2355, Northing 770860.07, Easting 491144.07 Point Number 2356, Northing 770856.70, Easting 491147.12 NIYlODr 155802 Vet:011-TOSSORNE 8 0 163 6 I , Wil nM%llere OR: 4089 PG: 3924 New Directions In Planning,Design&Engineering Point Number 2357,Northing 770854.62,Easting 491151.45 Point Number 2358, Northing 770853.97, Easting 491156.09 1 Point Number 2359,Northing 770849.49, Easting 491168.28 Point Number 2360,Northing 770846.12, Easting 491171.80 Point Number 2361, Northing 770837.61, Easting 491180.47 Point Number 2362,Northing 770827.19, Easting 491188.00 Point Number 2363, Northing 770818.22, Easting 491192.97 Point Number 2364, Northing 770798.18, Easting 491196.84 Point Number 2365, Northing 770767.23, Easting 491196.84 Point Number 2366,Northing 770758.79, Easting 491192.16 Point Number 2367, Northing 770742.84, Easting 491175.28 Point Number 2368,Northing 770735.34, Easting 491167.77 Point Number 2369,Northing 770727.84, Easting 491147.13 Point Number 2370, Northing 770720.33, Easting 491129.31 Point Number 2328, Northing 770728.71, Easting 491052.81 (POINT OF BEGINNING) Containing 5.40 acres more or less 7„.-----PARCEL B1 . „COMMENCING at the aforeme (ionNT- t Nt ber 60 ,N rthing 771033.52, Easting 490258.77) / --ter Thence North 44°45'14"West 10.10.4 to i lir z 3$5, rthi g 771183.27, Easting 490110.31)POINT OF BEGI NIN Thence leaving said line in str rgh 'in g -t u�'h thef9II i, ,ky dices,(Points 2385 through 2427&2385 inclusive) r 0 Point Number 2386, Northing 77 3, Easting 490048A. U Point Number 2387, Northing 7711 1. , asting 489962.93 ,S Point Number 2388, Northing 77124 /Ekstin 4s� 89929: \ Point Number 2389,Northing 771306.8 ,!4stir d>98 ,D,. Point Number 2390, Northing 771382.95,Easting=48118 9:1 Point Number 2391,Northing 771497.05,Easting 489796.53 Point Number 2392,Northing 771596.89,Easting 489739.47 Point Number 2393, Northing 771649.19, Easting 489701.44 Point Number 2394, Northing 771687.22, Easting 489649.14 Point Number 2395,Northing 771763.29,Easting 489596.85 Point Number 2396,Northing 771853.62, Easting 489582.58 Point Number 2397, Northing 771934.45, Easting 489582.58 Point Number 2398,Northing 771986.74,Easting 489596.85 Point Number 2399, Northing 772020.02, Easting 489611.11 Point Number 2400, Northing 772067.56, Easting 489634.88 Point Number 2401, Northing 772110.35, Easting 489677.67 Point Number 2402,Northing 772110.35, Easting 489709.98 Point Number 2403,Northing 772110.35, Easting 489734.72 Point Number 2404, Northing 772100.84, Easting 489820.30 Point Number 2405,Northing 772067.56, Easting 489896.37 Point Number 2406,Northing 772039.04, Easting 489920.14 Point Number 2407,Northing 771991.50, Easting 489929.65 0., ,.• ,55802 Ver.Oil.TOSSOR1 t g 033 9 03312.504-040-0 1613 6 Wilson %llerm OR: 4089 PG: 3925 , New Directions In Planning,Design&Engineering Point Number 2408, Northing 771962.97, Fasting 489958.17 Point Number 2409, Northing 771939.20, Fasting 490005.71 Point Number 2410, Northing 771953.46, Easting 490096.05 Point Number 2411, Northing 771972.48, Fasting 490153.10 Point Number 2412, Northing 771996.25, Fasting 490276.71 Point Number 2413, Northing 771986.74, Easting 490348,02 Point Number 2414, Northing 771962.97, Easting 490395.56 Point Number 2415, Northing 771929.69, Easting 490428.84 Point Number 2416, Northing 771829.85, Easting 490428.84 Point Number 2417, Northing 771782.31, Easting 490414.58 Point Number 2418, Northing 771734.77, Easting 490371.79 Point Number 2419, Northing 771691.98, Easting 490338.51 Point Number 2420, Northing 771630.17, Easting 490319.50 Point Number 2421,Northing 771577.87, Easting 490319.50 Point Number 2422, Northing 771506.56, Easting 490343.27 Point Number 2423, Northing 771420.98, East 490357.53 Point Number 2424, Northing 771335.41, EaM09.0335 78., Point Number 2425, Northing 771264.09 Fasting 490329,0f1 l Point Number 2426, Northing 7712¢2.1 .E6sting 490267.20•N?) Point Number 2427, Northing 77118 .?7,Easting 490186.38 Point Number 2385, Northing 77,'(1839;Easting 490110 f1,1 POINT OF BEGINNING Containing 11.98 acres more or les§r ,,,U.9RNL(\ 1 COMMENCIN ' G at the aforeme711 ed POINT-6(Point C�rtiber .18 I hing 770901.72, Easting 489142.88) `33 � Thence along the south line of thelfotementioned Parcel B o ,' 3'23" East 10.03 feet to(Point Number 2439, Fasting 770910.86, Etas�,t 8,489147.00)POINT,t GINNING; Thence leaving said line in straight-line segrtel€igihcoug {t,e following vertices, (Points 2440 through 2442 &616 inclusive) Point Number 2440, Easting 770989.58, Easting 489182.41 Point Number 2441, Easting 771064.27, Easting 489243.92 Point Number 2442, Easting 771108.20, Easting 489292.25 Point Number 616, Northing 771119.05, Easting 489311.52 Thence along the south line of the aforementioned Parcel B South 37°48'37"West 275.09 feet to(Point Number 618, Northing 770901.72, Easting 489142.88)POINT OF BEGINNING. Containing 0.09 acres more or less 8(132005-155802 ver.011-TOSBORNE 10 03312-SO4-040—0 , , 1606 Wil ' Millen OR: 4089 PG: 3926 New Directions In Planning,Design&Engineering PARCEL B12 COMMENCING at the aforementioned POINT G(Point Number 618,Northing 770901.72, Easting 489142.88) Thence along the south line of the aforementioned Parcel B South 54°09'52"West 8.95 feet to (Point Number 619,Northing 770896.48, Easting 489135.63)POINT OF BEGINNING; Thence continue along the south line of said Parcel B the following(4)four courses&distances; 1) South 38°19'09"West 3.25 feet to(Point Number 620, Northing 770893.93, Easting 489133.61) 2) South 43°05'32"West 106.74 feet to(Point Number 621,Northing 770815.98, Easting 489060.69) 3) South 66°30'37"West 156.45 feet to(Point Number 622, Northing 770753.62, Easting 488917.21) 4) North 57°19'18"West 15.43 et (?o i /4u ber 623, Northing 770762.23, Easting 488903.80) �,�. �V{ Thence leaving said south line in r�ai -line segments through e fa lowing vertices,(Points 2445 through 2446&619 inclusive) Point Number 2445, Northing 707 7A ng 4a:!62?7 Point Number 2446, Northing 70 44..0, s ifn)4:.64E1) l Point Number 619,Northing 7 08 ..4:, E-stingtt8^ 3i.• P6INf0 LBEGINNING n .. Containing 0.09 acres more or OA PARCEL B w 0 Commencing at the aforementioned FN -1- Dint Nu b- ''£i iIorthing 771170.47, Easting \\\488502.29) NI -E c ( •,/' Thence along the north line of the aforementioned Parcel B North 88°59'47"East 87.05 feet to(Point Number 2211, Northing 771172.00, Easting 488589.32)POINT OF BEGINNING; Thence along the north line of the aforementioned Parcel B North 68°59'47" East 446.23 feet to(Point Number 2212, Northing 771179.82, Easting 489035.47) Thence leaving said north line in straight line segments through the following vertices,(Points 2213 through 2222&2211 inclusive); Point Number 2213,Northing 771103.81, Easting 489015.48 Point Number 2214, Northing 771029.12, Easting 488984.71 Point Number 2215,Northing 770972.01, Easting 488932.00 Point Number 2216,Northing 770945.65, Easting 488870.50 Point Number 2217, Northing 770941.26, Easting 488782.63 Point Number 2218, Northing 770954.44, Easting 488694.76 1 Point Number 2219, Northing 770980.80, Easting 488655.22 1 Point Number 2220,Northing 771029.12, Easting 488611.29 Point Number 2221, Northing 771086.23, Easting 488593.71 eavloos.teaeex Ver 011-TaseofNECAM 11 01312404040-•e 0 1606 Wil Oil l OR: 4089 PG.: 3927 NewOireclions In Planning,Design&Engineering Point Number 2222, Northing 771160.93, Easting 488589.32 Point Number 2211, Northing 771172.00, Easting 488589.32 POINT OF BEGINNING Containing 1.96 acres more or less Subject to easements of record. Bearings are based on the north line of Section 28,Township 46 South, Range 28 East,Collier County, Florida being North 89°00'45'East. NET ACREAGE PARCEL B: 103.27- PARCEL B1:2.70 PARCEL B2:3.03 PARCEL B3:0.66 PARCEL B4:0,85 'PARCEL B5:0.32 PARCEL :0.47 70-t + PARCEL B7:0.08 PARCEL B8:0.003 PARCEL B9:5.40 PARCEL B10: 11,98 PARCEL B11:0.09 PARCEL B12: 0.09 (iC PARCEL 813: 1.96 �✓ ry NET ACREAGE: 75.64 Q &12012005.164802 Ver.Ott-TOS8ONNE 12 c.wa 00012-SO4-040--0 160 6 . . 1 Wilsi►M,ller� OR: 4089 PG: 3928 . New Directions In Planning,Design&Engineering 1 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 8 OF 11). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1.DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A.7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: •,•_ R 6-6;.---,..,,,_ 1. DATE OF PHOTOGRAPHY:4/2 /O\] --a d 2. NEGATIVE SCALE: 1:36000 0 �� , 3. PIXEL DIAMETER:2.5' '. 4. TARGET SCALE: 1"=500' c�-- 5. SCALE NOT TO EXCEED 1"=5001.11— 6. THIS IMAGERY HAS NO Br-OATH TH ECT \ill - E TO MEET MINIMUM TECHNICAL STANDAR S qqp AT Q� L M ' C '9.1-' � TANDARDS. 7. VERTICAL ELEVATION HANG S WILL A Eh OIRI TA DISPLACEMENT.EVERY EFFORT HAS BEEN M Et , NMI T .F. FEC, F O R I;'ICAL FEATURES. 8. IN AREAS WHERE TALL S l;JCTURES OR TREELEA1 To STRUCT FEATURES, EXPOSURES WERE MOS{ IED IN AN EFFORT- M NI I , HE EFFECT. 9. THIS PROD = IS SIMILA CCURACY TO RECTI 1 ra LARGEMENTS,EXCEPT PROVIDED N A 'IGITAL F M5 ______,:0,,,,, IP. (1,1) '.-- _ffy c W-C--- BY DATE 8-08-05 LA'• :MIL• R .'M.LS#5627 WIL$ )VIII ` ..C } ISTTRED ENGINEERS AND LAND SURVEYORS. NOT ID. 1';• 1 rGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVES'O ' ' 'APJttqF . a'I.P,,.. NOT BA00,44 El...' 4 t} OF SUBJECT LANDS. CERTIFIc AT OIC,,, J ;:.'•`:RATION#LB-43 REF 2H-99. ,,t.; ;:9 .. :4,y. er2312005-165882 Vtr 011-TOSSORNE 13 > 03312.804-040--0 160 6 Wil 'nMiller® OR: 4089 PG: 3929 New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7—PARCEL D1 —LARGE MAMMAL CORRIDOR) (EXHIBIT E) All that part of Sections 28 and 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northwest corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida. Thence along said west line of said Section 33, South 00°28'34"East, 2199.96 feet; Thence leaving said line North 71°36'54",East-964:45 feet to the POINT OF BEGINNING; (Point Number 2502, Northing 763874.12,541 i i33 9W j;';,, Thence leaving said line in strailk-;lfne segments througPt� following vertices, (Points 2503 through 2524 & 2594 through/282p&-2858-through 3330 inPlusiv ) / / liter J" Point Number 2503, Northing 763955V5, n 3X49 Point Number 2504, Northirg 74006. , ati' 3 49.5 Point Number 2505, Northing.:? 01 1. �, stit► 4;,83745.58 F., Point Number 2506, Northing , 06- 2;Easfir@.4 3748,28' Point Number 2507, Northing764\087.38, Easting 483;.58.85 Point Number 2508, Northing\? 125.62, Easting 48 .6(5 Point Number 2509, Northing 70169`49, Easting 483793 Q 483796', 3C) Point Number 2510, Northing 7642Q4 94;.Easting 483817°4;/ Point Number 2511, Northing 7642 561-Fa liiig 1;3'84Q;22 Point Number 2512, Northing 764235.3T Easting-83883,28 Point Number 2513, Northing 764253.13, Easting 483906.09 Point Number 2514, Northing 764284.37, Easting 483924.66 Point Number 2515, Northing 764516.49, Easting 483844.06 Point Number 2516, Northing 764763.07, Easting 483924.57 Point Number 2517, Northing 764791.72, Easting 483933.92 Point Number 2518, Northing 764791.75, Easting 483933.93 Point Number 2519, Northing 764842.68, Easting 483949.31 Point Number 2520, Northing 764884.75, Easting 483960.63 Point Number 2521, Northing 764917.94, Easting 483973.56 Point Number 2522, Northing 764920.14, Easting 483974.15 Point Number 2523, Northing 764951.06, Easting 483982.47 Point Number 2524, Northing 765013.01, Easting 484000.94 HEREINAFTER REFERRED TO AS POINT"A" Point Number 2594, Northing 765051.32, Easting 484012.37 Point Number 2595, Northing 765126.04, Easting 484034.19 Point Number 2596, Northing 765128.93, Easting 484035.04 Offices strategically located to serve our clients 86'0.649.4336 Naples/Ooiporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105•239.649 4040• Fax 239.643.5716 e23J20as-ts5eas ver.OM roseoar,e wilsonml/!oG com 1 03312-SO4-040.0 wllsonM/ller,Mc.—FL Lic.#LC•C000770 (3) 1606 1 I ill 'a OR: 4089 PG: 3930 r New Directions In Planning,Design&Engineering Point Number 2597, Northing 765169.18, Easting 484048.74 Point Number 2598, Northing 765202.57, Easting 484060.09 Point Number 2599, Northing 765255.13, Easting 484078.68 Point Number 2600, Northing 765289.06, Easting 484090.03 Point Number 2601, Northing 765355.37, Easting 484111.03 Point Number 2602, Northing 765428.13, Easting 484130.43 Point Number 2603, Northing 765465.35, Easting 484136.13 Point Number 2604, Northing 765496.87, Easting 484140.96 Point Number 2605, Northing 765548.63, Easting 484145.81 Point Number 2606, Northing 765593.13, Easting 484155.50 Point Number 2607, Northing 765626.25, Easting 484163.59 Point Number 2608, Northing 765671.56, Easting 484174.91 Point Number 2609, Northing 765695.00, Easting 484180.59 Point Number 2610, Northing 765735.44, Easting 484198.37 Point Number 2611, Northing 765783.12,-Eating 484225.88 Point Number 2612, Northing 76581.6:3,1, is gtirig 4.843, 7 6 Point Number 2613, Northing 7668/6,08--,-Easting 484 2 Point Number 2614, Northing 7654:43, Eastng 48430 0" Point Number 2615, Northing/765946:50, Easting 484334.2 Point Number 2616, Northing 765972:37;:Easting 48Q4,�56.06 Point Number 2617, Northing 766003.:96;Etfs inn , , . "T3 Point Number 2618, Northing 76Q'19. 5,East 0 484364. Point Number 2619, Northi9g.7 6051,6k,1�a`sting 484398,,,.09 ....; Point Number 2620, Northinq,�766088.00, Eastirfg �8440\y35 -;;I 1 Point Number 2621, Northing 766105.17, Easting 4800.93 t Point Number 2622, Northing\766,121.93, Easting 484`40015,4.1 Point Number 2623, Northing 76,6143 93, Easting 48440 4,4. Point Number 2624, Northing 7661,506,-Easting 4$440#Og" Point Number 2625, Northing 766159:4 t g 0375 Point Number 2626, Northing 766180.19;•Eastin. 48414.28 Point Number 2627, Northing 766193.94, Easting 484429.63 Point Number 2628, Northing 766209.25, Easting 484458.75 Point Number 2629, Northing 766225.44, Easting 484500.79 Point Number 2630, Northing 766239.19, Easting 484542.03 Point Number 2631, Northing 766252.94, Easting 484578.44 Point Number 2632, Northing 766267.50, Easting 484609.15 Point Number 2633, Northing 766282.06, Easting 484635.03 Point Number 2634, Northing 766289.31, Easting 484662.53 Point Number 2635, Northing 766290.13, Easting 484699.72 Point Number 2636, Northing 766295.81, Easting 484745.82 Point Number 2637, Northing 766292.57, Easting 484783.81 Point Number 2638, Northing 766286.13, Easting 484823.43 Point Number 2639, Northing 766277.19, Easting 484858.22 Point Number 2640, Northing 766273.09, Easting 484889.63 Point Number 2641, Northing 766270.75, Easting 484907.54 Point Number 2642, Northing 766267.50, Easting 484955.25 ----- .2.2.6 155883 Ver 011-TOSBORNE 2 GHJ x,3+2.504-a0- 0 16U 6 WiIsOaMiller� 011: 4089 PG: 3931 Now Directions In Planning,Design 8 Engineering Point Number 2643, Northing 766269.68, Easting 484966.84 Point Number 2644, Northing 766272.37, Easting 484981.12 Point Number 2645, Northing 766274.11, Easting 484991.70 Point Number 2646, Northing 766275.56, Easting 485000.53 Point Number 2647, Northing 766279.62, Easting 485026.41 Point Number 2648, Northing 766288.50, Easting 485053.91 Point Number 2649, Northing 766303.06, Easting 485080,60 Point Number 2650, Northing 766316.01, Easting 485116.97 Point Number 2651, Northing 766323.32, Easting 485142.03 Point Number 2652, Northing 766339.43, Easting 485177.62 Point Number 2653, Northing 766347.56, Easting 485203.50 Point Number 2654, Northing 766353.19, Easting 485238.25 Point Number 2655, Northing 766352.38, Easting 485272.22 Point Number 2656, Northing 766352.38, Easting 485308.63 Point Number 2657, Northing 766345.94,JEating,485343.37 Point Number 2658, Northing 766341:2,0" biting_4$55379.72 Point Number 2659, Northing 766342 ,'Easting 4$530 Point Number 2660, Northing 768340:25, Easting 485387:Q Point Number 2661, Northing,4663a&57,Easting 485409.5 Point Number 2662, Northing 76533'!'0&: asting48'5429.91 Point Number 2663, Northing 76633 7„- 'stir 85450\5. Point Number 2664, Northi g 766833. ,1 astip -485462.4T i Point Number 2665, Northirrg..Z 6331,- 6,Easting 8550 .9 �..; Point Number 2666, Northir g 766329.75,Eastirtg 485526'94' ,.' Point Number 2667, Northing X66331.20, Easting 4855,40.69 Point Number 2668, Northing\766333.00, Easting 48556716 0 Point Number 2669, Northing 76334 62, Easting 48561- 2�-� Point Number 2670, Northing 7663351-,Easting 465626'1,77 Point Number 2671, Northing 766331,06 Aarstrng 4 569.56 Point Number 2672, Northing 766341.54;'Easting485695.64 Point Number 2673, Northing 766342.69, Easting 485704.85 Point Number 2674, Northing 766342.90, Easting 485707.69 Point Number 2675, Northing 766345.94, Easting 485747.69 Point Number 2676, Northing 766350.81, Easting 485782.47 Point Number 2677, Northing 766352.38, Easting 485835.03 Point Number 2678, Northing 766354.14, Easting 485863.07 Point Number 2679, Northing 766355.62, Easting 485886.78 Point Number 2680, Northing 766357.68, Easting 485905.21 Point Number 2681, Northing 766360.50, Easting 485930.44 Point Number 2682, Northing 766358.88, Easting 485996.75 Point Number 2683, Northing 766362.65, Easting 486068.44 Point Number 2684, Northing 766364.50, Easting 486103.50 Point Number 2685, Northing 766365.08, Easting 486121.05 Point Number 2686, Northing 766368.56, Easting 486225.59 Point Number 2687, Northing 766371.00, Easting 486286.15 Point Number 2688, Northing 766371.81, Easting 486306.44 8123f2006.155863 Ver.0il.TO$801iNE c-c 03312-SO4-040--0 (�+'�, r V� i6D6 WiI$nMillerR OR: 4089 PG: 3932 =..., New Directions In Planning,Design&Engineering k Point Number 2689, Northing 766373.00, Easting 486319.41 Point Number 2690, Northing 766376.69,Easting 486359.81 Point Number 2691, Northing 766377.12, Easting 486392.42 Point Number 2692, Northing 766377.49, Easting 486420.46 Point Number 2693, Northing 766378.25, Easting 486498.91 Point Number 2694, Northing 766380.24,Easting 486536.01 Point Number 2695, Northing 766383.94, Easting 486604.84 Point Number 2696, Northing 766383.94, Easting 486604.85 Point Number 2697, Northing 766383.99, Easting 486609.49 Point Number 2698, Northing 766379.18, Easting 486604.34 Point Number 2699, Northing 766362.32, Easting 486584.96 Point Number 2700, Northing 766362.31, Easting 486584.95 Point Number 2701, Northing 766354.07, Easting 486575.48 Point Number 2702, Northing 766354.07, Easting 486575.47 Point Number 2703, Northing 766287.87,.Ea tin Y48 99.36 Point Number 2704, Northing 76626,7": ,j, ,4 ` . 6 Point Number 2705, Northing 76 , Easting 4a Point Number 2706, Northing 7 12, Easting 48645 .< Point Number 2707, Northing//66219.31,Easting 48.430.9 Point Number 2708, Northing7619 ''.O3, ast' g 486,07.01 Point Number 2709, Northin7 }- §(#1. • r Point Number 2710, Northi�j g 7 61 7. 9, . ' 6 '4..9= Point Number 2711, Northing 1 0 , t n ;632 1 ) F., Point Number 2712, Northin 61 .88, ti • • : 29 ; Point Number 2713, Northing 111.48, Easting 48 , 68..9 Point Number 2714, Northin__g\\\` ¢ .{0.06, Easting 486 7 SD Point Number 2715, Northing108 67, Easting 48620 Point Number 2716, Northing 766* asting 4 ts-1; ,. Point Number 2717, Northing 76607ti ppii 9' �8;x:25 Point Number 2718, Northing 766070.74,Eastr861.79 Point Number 2719, Northing 766065.98, Easting 486175.33 Point Number 2720, Northing 766066.09, Easting 486176.60 Point Number 2721, Northing 766043.82, Easting 486201.50 Point Number 2722, Northing 766007.15, Easting 486201.50 Point Number 2723, Northing 765963.93, Easting 486194.95 Point Number 2724, Northing 765936.42, Easting 486193.64 Point Number 2725, Northing 765907.60, Easting 486196.26 Point Number 2726, Northing 765876.16, Easting 486198.87 Point Number 2727, Northing 765843.41, Easting 486200.19 Point Number 2728, Northing 765808.05, Easting 486201.50 Point Number 2729, Northing 765771.37, Easting 486196.26 Point Number 2730, Northing 765751.73, Easting 486193.64 Point Number 2731, Northing 765726.85, Easting 486194.95 Point Number 2732, Northing 765704.58, Easting 486200.19 Point Number 2733, Northing 765678.38, Easting 486204.11 Point Number 2734, Northing 765652.18, Easting 486213.29 &l2l2005-155803 Vol:011-TO88OR 4 . 03312.504,040•-0 ( '''''-';'''') , , C., 1606 ilso „n ® ° OR: 4089 PG: 3933 New Directions In Planning,Design&Engineering Point Number 2735, Northing 765625.99, Easting 486214.59 Point Number 2736, Northing 765608.95, Easting 486213.29 Point Number 2737, Northing 765577.52, Easting 486217.22 Point Number 2738, Northing 765553.94, Easting 486217.22 Point Number 2739, Northing 765525.13, Easting 486211.98 Point Number 2740, Northing 765500.23, Easting 486208.05 Point Number 2741, Northing 765463.57, Easting 486201.50 Point Number 2742, Northing 765425.58, Easting 486201.50 Point Number 2743, Northing 765394.14, Easting 486201.50 Point Number 2744, Northing 765361.39, Easting 486202.80 Point Number 2745, Northing 765328.64, Easting 486202.80 Point Number 2746, Northing 765294.58, Easting 486196.26 Point Number 2747, Northing 765269.70, Easting 486200.19 Point Number 2748, Northing 765239.58, Easting 486209.35 Point Number 2749, Northing 765215.99,.Eastin 486213.29 Point Number 2750, Northing 765214:85, E in 4.8 X2 5 Point Number 2751, Northing 76517 .Ob, Easting 4820�A 6 Point Number 2752, Northing 766142:54, Easting 486197`:5ti '\ Point Number 2753, Northing/76614.9:07;-Easting 486197.5 Point Number 2754, Northing 765098'11';<Eastitg 486196.26 Point Number 2755, Northing 7550n 8i= st ng 1$6 4:9 Point Number 2756, Northing 7550,61: , ting 46_,199., 1 Point Number 2757, Northing 7 -5050 6, E stip 4.'",p5201,150 T. , Point Number 2758, Northin 76550- :69',Eastirig 4$.520&74' Point Number 2759, Northing-765019.91, Easting 4862.07.03 Point Number 2760, Northing"754995.12, Easting 4887,'8 ../, Point Number 2761, Northing 764933 90, Easting 486205', Point Number 2762, Northing 76493,68,-Easting 4852Iq Point Number 2763, Northing 76491 14 F ti2 `0;6 Point Number 2764, Northing 764917.35, sti -46234.25 Point Number 2765, Northing 764919.98, Easting 486263.06 Point Number 2766, Northing 764926.53, Easting 486293.18 Point Number 2767, Northing 764919.98, Easting 486315.45 Point Number 2768, Northing 764925.21, Easting 486352.13 Point Number 2769, Northing 764927.63, Easting 486359.38 Point Number 2770, Northing 764926.51, Easting 486386.88 Point Number 2771, Northing 764926.51, Easting 486386.88 Point Number 2772, Northing 764919,98, Easting 486409.76 Point Number 2773, Northing 764919.98, Easting 486433.34 Point Number 2774, Northing 764924.00, Easting 486448.75 Point Number 2775, Northing 764924.00, Easting 486448.75 Point Number 2776, Northing 764922.43, Easting 486487.20 Point Number 2777, Northing 764919.98, Easting 486489.66 Point Number 2778, Northing 764913.42, Easting 486502.77 Point Number 2779, Northing 764913.42, Easting 486515.86 Point Number 2780, Northing '764920.77, Easting 486528.12 812312005-755887 Var.On TOSBORNO 5 03112-504044-0 1 I 16U6 1 OR: 4089 PG: 3934 iI nMiller , New Directions In Planning,Design&Engineering Point Number 2781, Northing 764919.90, Easting 486549.47 Point Number 2782, Northing 764910.80, Easting 486560.40 Point Number 2783, Northing 764901.63, Fasting 486582.66 Point Number 2784, Northing 764896.39, Easting 486620.65 Point Number 2785, Northing 764896.39, Easting 486646.84 Point Number 2786, Northing 764902.94, Easting 486670.43 Point Number 2787, Northing 764910.80, Easting 486690.07 Point Number 2788, Northing 764913.42, Easting 486705.79 Point Number 2789, Northing 764901.63, Easting 486718.89 Point Number 2790, Northing 764889.84, Easting 486735.91 Point Number 2791, Northing 764891.15, Easting 486754.26 Point Number 2792, Northing 764899.02, Easting 486769.97 Point Number 2793, Northing 764909.50, Easting 486785.69 Point Number 2794, Northing 764908.18, Easting 486800.10 Point Number 2795, Northing 764896.39,€asting,486811.89 Point Number 2796, Northing 764899:0�3 alStingaC 28 Q2 Point Number 2797, Northing 7649Q4.94;Easting 486830 . Point Number 2798, Northing 76489,839, Fasting 486848: 8- Point Number 2799, Northing,764892.47; Easting 486889.1 Point Number 2800, Northing 764892:'4T; asfigg 4869\16.68 Point Number 2801, Northing 748n67\9k7:_ Point Number 2802, Northi g 764875. , Latin 4695 5.9 Point Number 2803, Northir'q....7k1855,„ 9, Easting 48696 0t 1....,Point Number 2804, NorthingS48.61,Eastirfg-4x698 6° ' Point Number 2805, Northing`764�855.79, Easting 486,97.9�1.,,./ Point Number 2806, Northing\764880.68, Easting 4869-09.(19O7 Point Number 2807, Northing 764895\08, Easting 48703 1'3� Point Number 2808, Northing 7649,01/07-,-Easting 487.0. 2t t/ Point Number 2809, Northing 764904.077,`E t ng. �YQ..1 (71 Point Number 2810, Northing 764900.05,-Esstin487038.02 Point Number 2811, Northing 764900.04, Easting 487038.02 Point Number 2812, Northing 764900.04, Easting 487038,02 Point Number 2813, Northing 764896.39, Easting 487048.97 Point Number 2814, Northing 764884.60, Easting 487067.30 Point Number 2815, Northing 764884.60, Easting 487084.33 Point Number 2816, Northing 764897.43, Easting 487102.29 Point Number 2817, Northing 764897.43, Fasting 487102.29 Point Number 2818, Northing 764897.25, Easting 487106.82 Point Number 2819, Northing 764897.25, Easting 487106.83 Point Number 2820, Northing 764895.08, Easting 487126.25 HEREINAFTER REFERRED TO AS POINT"B" Point Number 2850, Northing 764876.75, Easting 487148.52 Point Number 2851, Northing 764868.88, Easting 487185.19 Point Number 2852, Northing 764874.12, Easting 487207.46 Point Number 2853, Northing 764874.12, Easting 487231.04 Point Number 2854, Northing 764874.12, Easting 487245.45 &[3/2005.1555W Ver.Oil-TOSBOf*tE 6 CAW 03312504-040-•0 , 160 6 Wil ;n iIIe d OR: 4089 PG: 3935 New Directions In Planning,Design&Engineering Point Number 2855, Northing 764867.58, Easting 487278.19 Point Number 2856, Northing 764866.27, Easting 487295.22 Point Number 2857, Northing 764864.96, Easting 487326.66 Point Number 2858, Northing 764872.82, Easting 487343.69 Point Number 2859, Northing 764873.86, Easting 487357.33 Point Number 2860, Northing 764874.12, Easting 487360.72 Point Number 2861, Northing 764871.51, Easting 487386.91 Point Number 2862, Northing 764861.03, Easting 487431.44 Point Number 2863, Northing 764857.10, Easting 487453.71 Point Number 2864, Northing 764855.79, Easting 487482.54 Point Number 2865, Northing 764863.64, Easting 487506.11 Point Number 2866, Northing 764862.79, Easting 487508.29 Point Number 2867, Northing 764862.79, Easting 487508.29 Point Number 2868, Northing 764842.88, Easting 487517.53 Point Number 2869, Northing 764831.92,-E ting487.522.14 Point Number 2870, Northing 764794.A6gtirg_ft67 '1`: 7 Point Number 2871, Northing 7647,845,-6-sting 4-87 it rt Point Number 2872, Northing 7647p131, Easting 48754 .' Point Number 2873, Northing.764733:3fi;Easting_487�545.1 Point Number 2874, Northing 76473 `5t); acting 487 38.75 Point Number 2875, Northir}g 7847 _2:44; stip ‘ .,,8 7 Point Number 2876, Northing7 4 17. �l . sti�t7 � � ,� 502. Point Number 2877, Northig. 3, €Ost�'h 87494.9 [..,,, Point Number 2878, Northing;. 4736.88, Ea tiri "4$7480:2 c Point Number 2879, Northing 76 741.93, Easting 487.,.472.169 Point Number 2880, Northing\784T43.81, Fasting 4874-3t1•,Q Point Number 2881, Northing 7847W19,19, Easting 48743:.•9L) Point Number 2882, Northing 7647458I-Easting 4$.74 :.`., Point Number 2883, Northing 76471'5.50' ,g ting 1404 94 Point Number 2884, Northing 764704.19`;Easting-487426.13 Point Number 2885, Northing 764699.12, Easting 487412.91 Point Number 2886, Northing 764702.93, Easting 487397.78 Point Number 2887, Northing 764712.38, Easting 487377.03 Point Number 2888, Northing 764729.37, Easting 487347.44 Point Number 2889, Northing 764741.32, Easting 487328.56 Point Number 2890, Northing 764744.44, Easting 487316.63 Point Number 2891, Northing 764739.44, Easting 487294.59 Point Number 2892, Northing 764732.50, Easting 487292.06 Point Number 2893, Northing 764721.81, Easting 487293.31 Point Number 2894, Northing 764705.44, Easting 487299.62 Point Number 2895, Northing 764699.12, Easting 487310.94 Point Number 2896, Northing 764694.12, Easting 487328.56 Point Number 2897, Northing 764672.06, Easting 487357.54 Point Number 2898, Northing 764662.00, Easting 487370.72 Point Number 2899, Northing 764652.57, Easting 487390.25 Point Number 2900, Northing 764647.56, Easting 487407.21 823/2006-155863 vet.011-TOS8OFNE 7 cvo 03.312-SO4-040—0 I . 0 1 613 6 I ilsonMiller� OR: 4089 PG: 3936 . New Directions In Planning.Design&Engineering i Point Number 2901, Northing 764644.38, Easting 487427.37 Point Number 2902, Northing 764646.25, Easting 487438.69 Point Number 2903, Northing 764648.81, Easting 487451.91 Point Number 2904, Northing 764644.38, Easting 487472.06 Point Number 2905, Northing 764628.62, Easting 487480.87 Point Number 2906, Northing 764612.31, Easting 487480.26 Point Number 2907, Northing 764583.31, Easting 487494.09 Point Number 2908, Northing 764563.19, Easting 487502.25 Point Number 2909, Northing 764553.47, Easting 487505.56 Point Number 2910, Northing 764550.62, Easting 487506.53 Point Number 2911, Northing 764511.62, Easting 487498.06 Point Number 2912, Northing 764473.50, Easting 487482.81 Point Number 2913, Northing 764444.69, Easting 487470.93 Point Number 2914, Northing 764415.06, Easting 487452.32 Point Number 2915, Northing 764364.24,EAstirg,487421.81 Point Number 2916, Northing 764336:82, E`astit'g 40492:29 Point Number 2917, Northing 76.43017:68;Easting 487-87,04x ' Point Number 2918, Northing 764256.69, Easting 487343:Q4 Point Number 2919, Northing/764216.00,-Easting 48,7315.9 Point Number 2920, Northing 764183'.81;=Easting 487292.19\ Point Number 2921, Northing 7641 7h stirs - 87 87- 9-' Point Number 2922, Northing 74'(70'43,�E 'sten 7 6i. 1. Point Number 2923, Northing 7 4ig9455, E,dying 7253.68 F-, Point Number 2924, Northing_764151.28, Easting 7243 8 Cr Point Number 2925, Northin�`s76 141.62, Easting 41219423 Point Number 2926, Northing\78V8.25, Easting 487,1'$7(25.0 Point Number 2927, Northing 754087,49, Easting 487167r '/ Point Number 2928, Northing 7640:66:-,44i-Easting 48T�, Point Number 2929, Northing 764035:8,3„ sti l 0..76 Point Number 2930, Northing 764021.07,Easting 487079.00 Point Number 2931, Northing 764008.76, Easting 487043.33 Point Number 2932, Northing 763992.77, Easting 487001.51 Point Number 2933, Northing 763979.24, Easting 486971.98 Point Number 2934, Northing 763971.61, Easting 486952.91 Point Number 2935, Northing 763944.39, Easting 486881.99 Point Number 2936, Northing 763943.46, Easting 486881.89 Point Number 2937, Northing 763937.42, Easting 486841.59 Point Number 2938, Northing 763921.43, Easting 486819.45 Point Number 2939, Northing 763899.28, Easting 486810.84 Point Number 2940, Northing 763847.62, Easting 486819.45 Point Number 2941, Northing 763824.24, Easting 486818.21 Point Number 2942, Northing 763807.03, Easting 486809.61 Point Number 2943, Northing 763793.49, Easting 486792.38 Point Number 2944, Northing 763789.81, Easting 486765.32 Point Number 2945, Northing 763796.28, Easting 486728.62 Point Number 2946, Northing 763820.02, Easting 486695.01 873!1005-155083 V8(Oil-70580RNE p ....138 01312-504-040--0 1606 M,'il nMill�' OR: 489 P ; 3937 New Directions In Planning,Design&Engineering Point Number 2947, Northing 763846.39, Easting 486676.75 Point Number 2948, Northing 763859.93, Easting 486663.23 Point Number 2949, Northing 763857.46, Easting 486650.92 Point Number 2950, Northing 763852.54, Easting 486636.16 Point Number 2951, Northing 763847.01, Easting 486627.37 Point Number 2952, Northing 763818.86, Easting 486551.02 Point Number 2953, Northing 763820.92, Easting 486523.48 Point Number 2954, Northing 763849.21, Easting 486459.64 Point Number 2955, Northing 763869.73, Easting 486410.72 Point Number 2956, Northing 763868.29, Easting 486400.83 Point Number 2957, Northing 763886.98, Easting 486348.32 Point Number 2958, Northing 763896.83, Easting 486306.49 Point Number 2959, Northing 763891.91, Easting 486269.58 Point Number 2960, Northing 763873.45, Easting 486236.38 Point Number 2961, Northing 7638513_1,- sting 486206.85 8,24 Point Number 2962, Northing 763 41t ti 8486:1 80 Point Number 2963, Northing7637,98A-tasting 9 4861` 9221 Point Number 2964, Northing 768.774..35, Easting 48610 8' Point Number 2965, Northing/763762::74;Easting_4�6082.6 Point Number 2966, Northing 76375d:t4;Easti g 486960.47 Point Number 2967, Northing 76370 X16;=as rig. 860�k3724 Point Number 2968, Northing 7t?3 63. 1,1Eastrg 48865. .3 Point Number 2969, Northi 8,76.361,6) 3, sting 486071.0 H.,, Point Number 2970, Northi R:70607.78,Ea-Sting-486074;55 ,c ' Point Number 2971, Northing763581.91, Easting 486Q76746 D Point Number 2972, Northing\\?564.70, Easting 48G.0.69�0, rO Point Number 2973, Northing 763564„85, Easting 48604> .� t# Point Number 2974, Northing 763568:4 -Easting 4_86Q2 ' 5 Point Number 2975, Northing 7635$847,' 9stikig4 5`997-13 Point Number 2976, Northing 763613.98, Easting-4-85986,77 Point Number 2977, Northing 763620.05, Easting 485984.21 Point Number 2978, Northing 763655.72, Easting 485976.82 Point Number 2979, Northing 763675.41, Easting 485962.06 Point Number 2980, Northing 763690.17, Easting 485950.99 Point Number 2981, Northing 763724.61, Easting 485941.15 Point Number 2982, Northing 763747.98, Easting 485936.23 Point Number 2983, Northing 763777.37, Easting 485929.08 Point Number 2984, Northing 763793.49, Easting 485925.16 Point Number 2985, Northing 763824.24, Easting 485928.85 Point Number 2986, Northing 763857.46, Easting 485936.23 Point Number 2987, Northing 763890.68, Easting 485932.53 Point Number 2988, Northing 763892.40, Easting 485931.83 Point Number 2989, Northing 763930.04, Easting 485916.54 Point Number 2990, Northing 763964.48, Easting 485914.09 Point Number 2991, Northing 763995.24, Easting 485909.17 Point Number 2992, Northing 764002.61, Easting 485910.40 823,2005.155a03 Ver 00.TOS8ORHE 9 03312-0O4-04D-0 160 6 ► 'l it/ OR: 4089 PG: 3938 v Now Directions In Planning,Design&Engineering Point Number 2993, Northing 764018.60, Easting 485944.84 Point Number 2994, Northing 764024.75, Easting 485975.59 Point Number 2995, Northing 764016.15, Easting 486028.48 I Point Number 2996, Northing 764000.16, Easting 486083.85 i Point Number 2997, Northing 763973.09, Easting 486165.03 Point Number 2998, Northing 763955.87, Easting 486195.78 Point Number 2999, Northing 763946.03, Easting 486219.15 Point Number 3000, Northing 763948.49, Easting 486252.37 Point Number 3001, Northing 763960.79, Easting 486280.66 Point Number 3002, Northing 763979.24, Easting 486292.96 Point Number 3003, Northing 764017.38, Easting 486304.03 Point Number 3004, Northing 764062.89, Easting 486311.42 Point Number 3005, Northing 764092.41, Easting 486301.57 Point Number 3006, Northing 764126.86, Easting 486292.96 Point Number 3007, Northing 764151.46,Eati486273.28 Point Number 3008, Northing 764195.7�4,ka ti_g41. Point Number 3009, Northing 76422.01c-tasting 48-6Z11 ,7\ Point Number 3010, Northing 764248:64, Easting 48621 O:5 Point Number 3011, Northing;76426.8:32,Easting 486217.92\ Point Number 3012, Northing 76429292;'Easti g 486246.22 Point Number 3013, Northin§ 764296.: 2;Fastin , $6281:8 Point Number 3014, Northirjg 7q'4289.. 3,iEa�st nr.$6331 .orf Point Number 3015, Northing 4273,,24\,Ealstih 4,86364k3 E-, t Point Number 3016, Northing,764254.79,EastingA630`p .: Point Number 3017, Northing,764243.72, Easting 48 4,33.119 Point Number 3018, Northing\70228.96, Easting 4860645 ',.0 Point Number 3019, Northing 74185`91, Easting 4864940- Point Number 3020, Northing 7641,49 flQ,.Easting 48656`6• Point Number 3021, Northing 7641041P gaptir g 4583: 7 Point Number 3022, Northing 764087.49;'Easting-486612.79 Point Number 3023, Northing 764085.03, Easting 486661.99 Point Number 3024, Northing 764109.63, Easting 486703.82 Point Number 3025, Northing 764128.09, Easting 486798.54 Point Number 3026, Northing 764152.69, Easting 486899.41 Point Number 3027, Northing 764169.91, Easting 486969.53 Point Number 3028, Northing 764212.97, Easting 487028.56 Point Number 3029, Northing 764268.32, Easting 487066.70 Point Number 3030, Northing 764331.05, Easting 487085.16 Point Number 3031, Northing 764383.95, Easting 487090.08 Point Number 3032, Northing 764424.54, Easting 487085.16 Point Number 3033, Northing 764494.66, Easting 487060.55 Point Number 3034, Northing 764537.71, Easting 487027.34 Point Number 3035, Northing 764590.61, Easting 486980.59 Point Number 3036, Northing 764650.88, Easting 486963.37 Point Number 3037, Northing 764719.77, Easting 486963.37 Point Number 3038, Northing 764770.21, Easting 486968.29 8'232005-155893 Vor.Oil-TO580NNE 1 C..1-1 03112-504-040--0 160 6 _ I4/%/sinMi1I OR: 4089 PG: 3939 New Directions In Planning,Design&Engineering Point Number 3039, Northing 764796.04, Easting 486971.98 Point Number 3040, Northing 764816.95, Easting 486957.22 Point Number 3041, Northing 764819.40, Easting 486925.24 Point Number 3042, Northing 764813.26, Easting 486908.01 Point Number 3043, Northing 764807.11, Easting 486882.18 Point Number 3044, Northing 764807.11, Easting 486850.20 Point Number 3045, Northing 764802.19, Fasting 486804.69 Point Number 3046, Northing 764799.72, Easting 486757.95 Point Number 3047, Northing 764792.35, Fasting 486714.89 Point Number 3048, Northing 764780.05, Easting 486652.16 Point Number 3049, Northing 764745.60, Easting 486625.09 Point Number 3050, Northing 764706.24, Easting 486586.96 Point Number 3051, Northing 764681.64, Easting 486551.28 Point Number 3052, Northing 764659.50, Easting 486488.55 Point Number 3053, Northing 764647.19 .Eastingy486457.80 Point Number 3054, Northing 764625:1 as it g 48408:59 Point Number 3055, Northing 7646'Oi A ;Easting 41363' '® Point Number 3056, Northing 76456,4:78, Easting 486339�Zo Point Number 3057, Northing,,76453*71;-Easting 488342.1 Point Number 3058, NorthitV 764498'.34,aEasti g-486327.40 Point Number 3059, Northing 76'446 ;91,r stip Point Number 3060, Northing 704431.1"2, asti 1:6300.-35y7 6g . Point Number 3061, Northing_ . 17 f �East`h 4$627 ,05 E..,, Point Number 3062, Northin' 7:440 .63, Eastirig 41�625g\.14' r4 Point Number 3063, Northin744370.42, Easting 484221.62 Point Number 3064, Northing\744356.88, Easting 486ttg71b Q Point Number 3065, Northing 7443535, Easting 486174/4N) Point Number 3066, Northing 764380,?6, asting 485147* Point Number 3067, Northing 7644b ,861,'Eifg, tl160 Point Number 3068, Northing 764426.08-,-Easting-486072.16 Point Number 3069, Northing 764435.14, Easting 486019.92 Point Number 3070, Northing 764435.81, Easting 485988.03 Point Number 3071, Northing 764423.18, Easting 485942.85 Point Number 3072, Northing 764407.91, Easting 485917,61 Point Number 3073, Northing 764372.04, Easting 485866.46 Point Number 3074, Northing 764332.17, Easting 485811.32 Point Number 3075, Northing 764279.03, Easting 485775.45 Point Number 3076, Northing 764216.58, Easting 485756.84 Point Number 3077, Northing 764174.73, Easting 485746.88 Point Number 3078, Northing 764138.19, Easting 485741.57 Point Number 3079, Northing 764093.02, Easting 485730.94 Point Number 3080, Northing 764062.46, Easting 485695.73 Point Number 3081, Northing 764034.56, Easting 485667.82 Point Number 3082, Northing 764016.63, Easting 485645.90 Point Number 3083, Northing 763995.36, Easting 485623.32 Point Number 3084, Northing 763967.47, Easting 485609.37 e123/2M6-I55063 WI,011.taMOR 11 Q5312.0a-040.o 160 6 a Wil nMiller' OR: 4089 : 3940 s6 New Directions In Planning,Design&Engineering 1 Point Number 3085, Northing 763934.25, Easting 485603.39 Point Number 3086, Northing 763892.39, Easting 485603.39 Point Number 3087, Northing 763865.16, Easting 485612.03 Point Number 3088, Northing 763841.25, Easting 485624.64 Point Number 3089, Northing 763816.00, Easting 485643.25 Point Number 3090, Northing 763794.74, Easting 485671.82 Point Number 3091, Northing 763766.84, Easting 485711.67 Point Number 3092, Northing 763751.07, Easting 485730.37 Point Number 3093, Northing 763734.37, Easting 485753.06 Point Number 3094, Northing 763696.31, Easting 485787.47 Point Number 3095, Northing 763661.87, Easting 485818.25 Point Number 3096, Northing 763640.12, Easting 485865.37 Point Number 3097, Northing 763636.50, Easting 485894.35 Point Number 3098, Northing 763619.52, Easting 485918.63 Point Number 3099, Northing 763611.18,Easting 485930.56 Point Number 3100, Northing 763584. 0,\E�itir(g 46592917 Point Number 3101, Northing 763577 ,Easting-48571\9�� Point Number 3102, Northing 763560:54, Easting 485923: Point Number 3103, Northing/763555.00,Easting 485921. Point Number 3104, Northing'763536:'87,Easting 48521.54 Point Number 3105, Northing 7p5-2k,-1 .-61-i79-.,4,, 5921- Point Number 3106, Northing 763463`43, 8501�,. ' Point Number 3107, NorthirIg, t 5.•89,Ea�sting 0590 .4 �„ Point Number 3108, Northin`g. :31;Eas{rig-48589 : ' /Point Number 3109, Northing 7 • 66.25, Easting 485885.29/. Point Number 3110, Northing\763459.00, Easting 485865;3 (.) Point Number 3111, Northing 7 42.68, Easting 485845`440 Point Number 3112, Northing 76 l9 Fasting 48582 Point Number 3113, Northing 7633866.54?,—,Opi,tio-fi6560,9422 Point Number 3114, Northing 763346.6$$-Eastiri 4i35811.03 Point Number 3115, Northing 763345.07, Easting 485811.52 Point Number 3116, Northing 763330.24, Easting 485815.95 Point Number 3117, Northing 763310.43, Easting 485821.87 Point Number 3118, Northing 763297.75, Easting 485829.12 Point Number 3119, Northing 763252.50, Easting 485843.62 Point Number 3120, Northing 763221.68, Easting 485856.31 • Point Number 3121, Northing 763176.37, Easting 485876.22 Point Number 3122, Northing 763174.92, Easting 485876.99 Point Number 3123, Northing 763141.99, Easting 485894.35 Point Number 3124, Northing 763105.74, Easting 485917.91 Point Number 3125, Northing 763056.87, Easting 485943.25 Point Number 3126, Northing 763056.57, Easting 485943.37 Point Number 3127, Northing 762997.06, Easting 485966.81 Point Number 3128, Northing 762973.67, Easting 485973.27 Point Number 3129, Northing 762944.57, Easting 485981.31 Point Number 3130, Northing 762902.88, Easting 485984.94 0/2312005-155063 Ver Oil-TOSBOHHE 1 2 �. 83312-SO4-040-.0 1606 Wilson ill 4 OR: 4089 PG: 3941 New Directions In Planning,Design&Engineering Point Number 3131, Northing 762877.51, Easting 485984.94 Point Number 3132, Northing 762825.01, Easting 485983.12 Point Number 3133, Northing 762808.69, Easting 485983.12 Point Number 3134, Northing 762756.13, Easting 485972.25 Point Number 3135, Northing 762752.51, Easting 485954.12 Point Number 3136, Northing 762748.78, Easting 485935.53 Point Number 3137, Northing 762745.26, Easting 485917.91 Point Number 3138, Northing 762719.94, Easting 485899.79 Point Number 3139, Northing 762701.82, Easting 485872.62 Point Number 3140, Northing 762698.19, Easting 485847.25 Point Number 3141, Northing 762694.57, Easting 485832.75 Point Number 3142, Northing 762683.69, Easting 485825.50 Point Number 3143, Northing 762660.13, Easting 485818.25 Point Number 3144, Northing 762632.94, Easting 485814.66 Point Number 3145, Northing 762607.63.Eastintg,485811.03 Point Number 3146, Northing 762587:69Ai a tirtcg 48 5j2:85 Point Number 3147, Northing 762550 ,Ea ting 4858 Point Number 3148, Northing 762 .Y50, Easting 485830: Point Number 3149, Northing/t6256:06,-Easting 485836.4 Point Number 3150, Northing/7624886,.Easting 485638.19 Point Number 3151, Northing 762459�.$6r EastIn 4$5 54 347 Point Number 3152, North* 762459.O'', E stpj� 185854.5q Point Number 3153, Northirig. 443x ,'East)iifn8-584).76 f. Point Number 3154, Northingr7 244-1'82, Eastirig48587f? 6' Point Number 3155, Northing,76,2436.38, Easting 485891.115/., Point Number 3156, Northing 782444.69, Easting 48590,7i69,,,0Point Number 3157, Northing 70 454,57, Easting 485929 c_ Point Number 3158, Northing 76207/87-,-, stingE 48.596 :N.5 Point Number 3159, Northing 762442 E�a_ i g� t4 98;3:84 Point Number 3160, Northing 762438.06,Eastirig 485985.50 Point Number 3161, Northing 762411.56, Easting 485975.57 Point Number 3162, Northing 762395.00, Easting 485965.63 Point Number 3163, Northing 762376.81, Easting 485960.68 Point Number 3164, Northing 762347.00, Easting 485952.41 Point Number 3165, Northing 762320.50, Easting 485947.44 Point Number 3166, Northing 762302.32, Easting 485944.12 Point Number 3167, Northing 762289.06, Easting 485930.87 Point Number 3168, Northing 762287.56, Easting 485923.31 Point Number 3169, Northing 762284.07, Easting 485906.04 Point Number 3170, Northing 762279.12, Easting 485891.15 Point Number 3171, Northing 762265.87, Easting 485881.22 Point Number 3172, Northing 762256.36, Easting 485876.89 Point Number 3173, Northing 762247.68, Easting 485872.94 Point Number 3174, Northing 762243.06, Easting 485871.53 Point Number 3175, Northing 762241.47, Easting 485876.51 Point Number 3176, Northing 762236.13, Easting 485893.25 WS/X35-155883 Ver.01I.TPS0.0RNE 13 OM 1zsa-aa-0 1606t Wil�nMi►ler° a : 4089p ; 3942 • New Directions In Planning,Design&Engineering Point Number 3177, Northing 762237.01, Easting 485912.44 Point Number 3178, Northing 762239.56, Easting 485932.50 Point Number 3179, Northing 762237.88, Easting 485950.81 Point Number 3180, Northing 762242.18, Easting 485983.06 Point Number 3181, Northing 762251.81, Easting 486011.84 Point Number 3182, Northing 762264.00, Easting 486038.00 Point Number 3183, Northing 762276.19, Easting 486054.60 Point Number 3184, Northing 762282.32, Easting 486063.32 Point Number 3185, Northing 762290.18, Easting 486069.41 Point Number 3186, Northing 762304.13, Easting 486067.66 Point Number 3187, Northing 762307.63, Easting 486065.91 Point Number 3188, Northing 762310.24, Easting 486054.60 Point Number 3189, Northing 762311.12, Easting 486052.85 Point Number 3190, Northing 762314.56, Easting 486044.12 Point Number 3191, Northing 762323.44,,.EastinR-486041.16 Point Number 3192, Northing 762346:75,, tirrj4860 4..12 Point Number 3193, Northing 762_ qt3;"Easting 4866'500\ Point Number 3194, Northing 7624-5.19, Easting 48606'1:0, Point Number 3195, Northing/762448:19,-Esting_486095. Point Number 3196, Northin0 762480'82,,Eastiig 6128.04 Point Number 3197, Northir?g 7 24gggg p4_ astir 486\'44- Point Number 3198, Northing 762 3E �4, E4sting Point Number 3199, Northir�g..762 51, \,�tiEy'sing`'48619 .8 c�, Point Number 3200, Northin9.7 2573.19; Easting-486225-'r ,tr Point Number 3201, Northing-762611.25, Eastimg 466233. 0/.., ? Point Number 3202, Northing\7¢2638.38, Eastimg 4862742 16">0 Point Number 3203, Northing 72647.44, Easting 4862 Point Number 3204, Northing 762 . 1�fasting 48626 ` ct Point Number 3205, Northing 762676.,44,lE Sti.6,,4�66294:69 ;Ea Point Number 3206, Northing 762701.8 Sti g 486312.81 Point Number 3207, Northing 762721.75, Easting 486354.47 Point Number 3208, Northing 762741.63,Easting 486387.06 Point Number 3209, Northing 762719.94, Easting 486417.88 Point Number 3210, Northing 762712.69, Easting 486477.65 Point Number 3211, Northing 762730.76, Easting 486513.88 Point Number 3212, Northing 762770.63, Easting 486539.25 Point Number 3213, Northing 762810.51, Easting 486537.44 Point Number 3214, Northing 762846.68, Easting 486532.00 Point Number 3215, Northing 762868.43, Easting 486521.13 Point Number 3216, Northing 762881.13, Easting 486524.75 Point Number 3217, Northing 762901.73, Easting 486535.74 Point Number 3218, Northing 762926.13, Easting 486567.27 Point Number 3219, Northing 762937.32, Easting 486600.84 Point Number 3220, Northing 762943.50, Easting 486625.50 Point Number 3221, Northing 762944.90, Easting 486631.13 Point Number 3222, Northing 762946.38, Easting 486637.06 i 0/212000.105003 Ver.011-TOSB0RNE 14 CAM 03312s04-04a.0 160, , 6 WilsonMille f OR: 4089 PG.: 3943 New Directions In;tanning,Design&Engineering Point Number 3223, Northing 762957.18, Easting 486658.78 Point Number 3224, Northing 762966.24, Easting 486676.90 Point Number 3225, Northing 762958.99, Easting 486705.90 Point Number 3226, Northing 762932.56, Fasting 486733.06 Point Number 3227, Northing 762902.07, Easting 486733.90 Point Number 3228, Northing 762880.00, Easting 486731.38 Point Number 3229, Northing 762848.69, Easting 486728.85 Point Number 3230, Northing 762820.75, Easting 486728.00 Point Number 3231, Northing 762790.25, Easting 486728.85 Point Number 3232, Northing 762765.69, Easting 486732.21 Point Number 3233, Northing 762733.51, Easting 486736.47 Point Number 3234, Northing 762705.50, Easting 486739.00 Point Number 3235, Northing 762685.18, Easting 486742.41 Point Number 3236, Northing 762630.12, Easting 486751.72 Point Number 3237, Northing 762582.69r.Easting-486759.34 Point Number 3238, Northing 76253.1: 0 astir 4�$6 3i12..72 Point Number 3239, Northing 762470,. ;Easting 486 )\� Point Number 3240, Northing 7,.62 .82, Easting 486770:62' Point Number 3241, Northing/762434:62;-Easting 486745.68 Point Number 3242, Northing 762412'.0`4;Easting 486 '29.22 Point Number 3243, Northing 7 238 .82;~Is ini 86(�08 -aPoint Number 3244, Northi g 72363. 2,( st ng 8668 .gPoint Number 3245, Northirig..76260. 8,' siihb .86684.4 f,., Point Number 3246, Northing_7tati2350 74,'Ea5tir g- 6673:f ' t:r Point Number 3247, Northing`762330.89, Easting 48`0¢51.93 Point Number 3248, Northing\76210.22, Easting 488;615 Q Point Number 3249, Northing 76 291,25, Easting 48659011/4-) Point Number 3250, Northing 76'2282(36,-Easting 48.658009 Point Number 3251, Northing 762185.52, E sting �49a: 7 Point Number 3252, Northing 762180.05,-Ea'st ng 486486.05 Point Number 3253, Northing 762157.77, Easting 486462.09 Point Number 3254, Northing 762137.10, Easting 486436.73 Point Number 3255, Northing 762118.13, Easting 486410.07 Point Number 3256, Northing 762100.95, Easting 486382.23 Point Number 3257, Northing 762095.51, Easting 486372.48 Point Number 3258, Northing 762057.77, Easting 486303.05 Point Number 3259, Northing 762047.88, Easting 486283.88 Point Number 3260, Northing 762034.47, Easting 486254.04 Point Number 3261, Northing 762023.05, Easting 486223.38 Point Number 3262, Northing 762018.68, Easting 486209.68 Point Number 3263, Northing 762000.62, Easting 486150.30 Point Number 3264, Northing 761995.61, Easting 486132.65 Point Number 3265, Northing 761988.29, Easting 486100.76 Point Number 3266, Northing 761983.07, Easting 486068.46 Point Number 3267, Northing 761979.97, Easting 486035.89 Point Number 3268, Northing 761979.01, Easting 486003.19 8x232005-155883 ver.08.TOSOOANE 15 83312-S0.040--0 . 160 6 L OR: 4089 PG: 3944 Wilson Miller New Directions In Planning,Design&Engineering i Point Number 3269, Northing 761980.20, Easting 485970.49 Point Number 3270, Northing 761983.51, Easting 485937.94 Point Number 3271, Northing 761988.96, Easting 485905.63 Point Number 3272, Northing 761991.98, Easting 485891.75 Point Number 3273, Northing 761996.38, Fasting 485872.82 Point Number 3274, Northing 761999.16, Easting 485880.46 Point Number 3275, Northing 762004.81, Easting 485896.00 Point Number 3276, Northing 762031.63, Easting 485908.18 Point Number 3277, Northing 762075.43, Fasting 485920.38 Point Number 3278, Northing 762116.87, Fasting 485925.25 Point Number 3279, Northing 762148.56, Easting 485927.69 Point Number 3280, Northing 762172.94, Easting 485908.18 Point Number 3281, Northing 762184.63, Fasting 485875.07 Point Number 3282, Northing 762187.56, Easting 485866.78 Point Number 3283, Northing 762194.3T tir�}}g;-485846.41 Point Number 3284, Northing 762199: 8 - tit g-4$58, 2:66 Point Number 3285, Northing 762'(9 ;"fasting 451 1,251 Point Number 3286, Northing4 762i .87 Easting485749. 21 Point Number 3287, Northing/7611'67-.56,-Easting 45723.04, Point Number 3288, Northing 76216}3:19;Easting 4$5688.91\ Point Number 3289, Northing 762129:06, st�ing- 85684';0 —A Point Number 3290, Northing 762107' r2,+Eastin' 4656 , .22 Point Number 3291, Northi g 7 2(199, ill ,�stl'ng 48573 .76, .,., i Point Number 3292, Northi'i7 2094.94,Ea-gift-46576 4 ,576 � Point Number 3293, Northin .7G 090.06, Easting 48A9 96.�3 „.. Point Number 3294, Northing 7-'20,63.31, Easting48581 0(71LO 9 .�� 1 Point Number 3295, Northing /62029.18, Easting 48581, � 16�' Point Number 3296, Northing 762 01:3. ;;E_asting 4858 ,2` Point Number 3297, Northing 761959.37,gsti tNgi$, 846:29 Point Number 3298, Northing 761995.07;-Easting 485869.22 Point Number 3299, Northing 761995.45, Easting 485870.28 Point Number 3300, Northing 761746.30, Easting 485863.97 Point Number 3301, Northing 761721.69, Fasting 485759.35 Point Number 3302, Northing 761702.00, Easting 485653.82 Point Number 3303, Northing 761706.92, Easting 485546.85 Point Number 3304, Northing 761741.38, Easting 485335.16 Point Number 3305, Northing 761775.02, Easting 485123.47 Point Number 3306, Northing 761737.28, Easting 484966.97 Point Number 3307, Northing 761640.46, Easting 484775.59 Point Number 3308, Northing 761603.54, Easting 484675.08 Point Number 3309, Northing 761589.59, Easting 484514.88 Point Number 3310, Northing 761540.36, Fasting 484363.29 Point Number 3311, Northing 761439.44, Easting 484237.76 Point Number 3312, Northing 761313.91, Easting 484135.81 Point Number 3313, Northing 761173.60, Easting 484058.89 Point Number 3314, Northing 760965.20, Easting 484004.23 C0y8l232ec6,555 VO,U,1-TOSSORNE16 12,504-aa.0 . , 1606 _ WilssnMiller° OR: 40$9 PG: 3945 New Directions In Planning,Design&Engineering Point Number 3315, Northing 760821.61, Easting 483943.20 Point Number 3316, Northing 760707.56, Easting 483831.00 Point Number 3317, Northing 760599.26, Easting 483708.75 Point Number 3318, Northing 760435.98, Easting 483496.14 Point Number 3319, Northing 760344.09, Easting 483362.19 Point Number 3320, Northing 760363.78, Easting 483204.56 Point Number 3321, Northing 760415.47, Easting 483110.20 Point Number 3322, Northing 760441.73, Easting 483006.41 Point Number 3323, Northing 760413.83, Easting 482901.39 Point Number 3324, Northing 760326.86, Easting 482858.62 Point Number 3325, Northing 760215.27, Easting 482855.54 Point Number 3326, Northing 760204.59, Easting 482840.62 Point Number 3327, Northing 760213.19, Easting 482845.19 Point Number 3328, Northing 760236.38, Easting 482851.81 Point Number 3329, Northing 760281.06,--E asting,482843.54 Point Number 3330, Northing 7602294. 0 #ir at$g 3 7 /.. 4'' Thence North 69°05'29"West 32(2feet to a point on the es'lne of the aforementioned Section 33(Point Number 333'1, No5thing-780302.50, Eastirl 482808.48) / his— ----- -�J-\ Thence along said west line/Nort - 1r? ' �-_t • •.çtoointWept Number 3335, Northing (., Thence leaving said west lir\ \s raight-lin se! i?.ts th g, tb following vertices (Points 3336 through 3546 &2502 i 0.7) Vit, Jo) Point Number 3336, Northing 78994314, Easting 4828 Point Number 3337, Northing 760$3006,Easting 48284 Point Number 3338, Northing 76097.51,,1 ti g 055: 7 Point Number 3339, Northing 760918.77,-Easting-482$92.44 Point Number 3340, Northing 760921.81, Easting 482922.91 Point Number 3341, Northing 760943.14, Easting 482968.62 Point Number 3342, Northing 760964.47, Easting 482992.99 Point Number 3343, Northing 760994.95, Easting 483005.18 Point Number 3344, Northing 761031.51, Easting 483008.23 Point Number 3345, Northing 761092.45, Easting 483008.23 Point Number 3346, Northing 761141.21, Easting 483023.46 Point Number 3347, Northing 761193.01, Easting 483044.79 Point Number 3348, Northing 761223.48, Easting 483066.12 Point Number 3349, Northing 761263.09, Easting 483105.74 Point Number 3350, Northing 761302.70, Easting 483133.16 Point Number 3351, Northing 761324.03, Easting 483169.73 Point Number 3352, Northing 761342.31, Easting 483203.24 Point Number 3353, Northing 761375.83, Easting 483227.62 Point Number 3354, Northing 761403.26, Easting 483248.95 Point Number 3355, Northing 761415.44, Easting 483267.23 6'73/2006.156003 ver 0,!-To5BORNE 17 u°., 03313-504010-0 0 16D 6 Wil �Miller� OR: 4089 : 3946 New Directions In Planning,Design&Engineering Point Number 3356, Northing 761391.07, Easting 483312.94 Point Number 3357, Northing 761348.41, Easting 483331.22 Point Number 3358, Northing 761314.89, Easting 483370.83 Point Number 3359, Northing 761290.51, Easting 483407.40 Point Number 3360, Northing 761287.47, Easting 483440.92 Point Number 3361, Northing 761299.65, Fasting 483477.48 Point Number 3362, Northing 761330.13, Easting 483501.86 Point Number 3363, Northing 761366.69, Easting 483511.00 Point Number 3364, Northing 761445.92, Easting 483514.05 Point Number 3365, Northing 761491.62, Easting 483504.91 Point Number 3366, Northing 761522.09, Easting 483447.01 Point Number 3367, Northing 761567.80, Easting 483383.02 Point Number 3368, Northing 761598.27, Easting 483358.65 Point Number 3369, Northing 761647.02, Easting 483358.65 Point Number 3370, Northing 761692.73,Easting 483386.07 Point Number 3371, Northing 761729: O ars ting(4$34 9.59 Point Number 3372, Northing 76i7577-;Easting 834 0, \. Point Number 3373, Northing 75q 1-:10, Easting 483498:81- Point Number 3374, Northing./7618Q2:43,-Easting 483544.5 Point Number 3375, Northing 76;1814:61, Easting 483 84.1 Point Number 3376, Northing 70 83. 99s. 's iing 8362Or7 /)!!!!!! Point Number 3377, Northirjg 761 78.60, Easing 43675.5, Point Number 3378, Northi g.7g188�7�0�` , Easting,In 48370 .0f; E.., Point Number 3379, Northin�,7. `91'317,EaStiigg-48375'81' 4 Point Number 3380, Northing,761948.69, Easting 48379468 Point Number 3381, Northing\7319�79.16, Easting 483827.9 Point Number 3382, Northing 762000 49, Easting 48385x: ' Point Number 3383, Northing 762Q1� 17,.Fasting 48389 , Point Number 3384, Northing 762030..98', esIi g 83985.88 Point Number 3385, Northing 762027.91',-EaStir1g 484007.68 Point Number 3386, Northing 762027.91, Easting 484065.57 Point Number 3387, Northing 762052.29, Easting 484108.23 Point Number 3388, Northing 762073.62, Easting 484160.03 Point Number 3389, Northing 762091.90, Easting 484199.64 Point Number 3390, Northing 762119.32, Easting 484236.21 Point Number 3391, Northing 762152.84, Easting 484272.77 Point Number 3392, Northing 762195.50, Easting 484312.39 Point Number 3393, Northing 762222.92, Easting 484342.86 Point Number 3394, Northing 762238.16, Easting 484428.18 Point Number 3395, Northing 762262.54, Easting 484495.21 Point Number 3396, Northing 762286.91, Easting 484531.78 Point Number 3397, Northing 762344.81, Easting 484574.44 Point Number 3398, Northing 762378.33, Easting 484611.00 Point Number 3399, Northing 762396.61, Easting 484671.94 Point Number 3400, Northing 762424.03, Easting 484745.07 Point Number 3401, Northing 762454.50, Easting 484793.83 &VSSX6-15W1 ver:011-70SOORNE 1C-04 4 O0o1 8 2-SO4-O4D--0 , 16D 6 it 'nMiller' OR: 4089 PG: 3947 New Directions In Planning.Design&Engineering Point Number 3402, Northing 762484.97, Easting 484839.53 Point Number 3403, Northing 762509.35, Easting 484866.96 Point Number 3404, Northing 762548.96, Easting 484909.62 Point Number 3405, Northing 762555.06, Easting 484961.42 Point Number 3406, Northing 762555.06, Easting 485028.45 Point Number 3407, Northing 762542.87, Easting 485077.21 Point Number 3408, Northing 762536.78, Easting 485129.01 Point Number 3409, Northing 762542.87, Easting 485162.53 Point Number 3410, Northing 762561.15, Easting 485196.04 Point Number 3411, Northing 762576.39, Easting 485220.42 Point Number 3412, Northing 762606.86, Easting 485244.80 Point Number 3413, Northing 762609.91, Easting 485324.02 Point Number 3414, Northing 762588.58, Easting 485381.92 Point Number 3415, Northing 762588.58, Easting 485424.58 Point Number 3416, Northing 762604.93,Eastin 485440.12 Point Number 3417, Northing 762623A1VEAtit'9454,57,50 Point Number 3418, Northing 76260_144';tasting 485461,12$,, Point Number 3419, Northing 762A 02.56, Easting 48546428" Point Number 3420, Northing/762740-.6-3,-Easting 485437. Point Number 3421, Northing 762795.68,.-Easting 4k431.22\ \ Point Number 3422, Northing70285 1;- tiro 8546 0 \ 4 8 ash b 5 Point Number 3423, Northing 7528'64: 1, E�stm �� 9 Point Number 3424, Northing_7 2 88.&7,Eostin9 485470.29F..,, Point Number 3425, Northirig 7 92'713,Eastitig4.$5488ry16 . ' Point Number 3426, Northing'.762933.94, Easting 4853491 35 . Point Number 3427, Northing�7g934.83, Easting 485,507212) >0 Point Number 3428, Northing 76296„94, Easting 48552:1,' --1 Point Number 3429, Northing 76293&94,_Easting 48555 3 Point Number 3430, Northing 76292 74,E 8556.8:65 Point Number 3431, Northing 762906.94,i=asti g-485584.50 Point Number 3432, Northing 762906.94, Easting 485632.60 Point Number 3433, Northing 762969.50, Easting 485650.46 Point Number 3434, Northing 762991.06, Easting 485656.63 Point Number 3435, Northing 763031.69, Easting 485652.23 Point Number 3436, Northing 763102.26, Easting 485644.59 Point Number 3437, Northing 763210.44, Easting 485653.62 Point Number 3438, Northing 763257.75, Easting 485641.01 Point Number 3439, Northing 763300.63, Easting 485629.56 Point Number 3440, Northing 763363.69, Easting 485584.50 Point Number 3441, Northing 763365.31, Easting 485539.85 Point Number 3442, Northing 763366.74, Easting 485500.35 Point Number 3443, Northing 763340.49, Easting 485469.48 Point Number 3444, Northing 763315.62, Easting 485440.25 Point Number 3445, Northing 763222.43, Easting 485404.19 Point Number 3446, Northing 763162.38, Easting 485365.10 Point Number 3447, Northing 763108.77, Easting 485359.77 &23/2005-155963 Ver.011.TOSBORNE 1 9 ... 07712-594-0+0--0 1 6D b Wils iMiller° OR: 4089 PG: 3948 New Directions In Planning,Design&Engineering Point Number 3448, Northing 763077.09, Easting 485379.23 Point Number 3449, Northing 763053.02, Easting 485371.71 Point Number 3450, Northing 763037.09, Easting 485361.76 Point Number 3451, Northing 763005.24, Easting 485335.88 Point Number 3452, Northing 762991.31, Easting 485329.91 Point Number 3453, Northing 762959.45, Easting 485315.96 Point Number 3454, Northing 762921.63, Easting 485311.98 Point Number 3455, Northing 762895.75, Easting 485296.06 Point Number 3456, Northing 762887.79, Easting 485284.12 Point Number 3457, Northing 762877.83, Easting 485264.20 Point Number 3458, Northing 762867.88, Easting 485252.27 Point Number 3459, Northing 762860.64, Easting 485249.05 Point Number 3460, Northing 762870.87, Easting 485187.78 Point Number 3461, Northing 762858.81, Easting 485166.75 Point Number 3462, Northing 762867.81,,-Easting 485079.59 Point Number 3463, Northing 762930. 3-kEaating 8.57 Point Number 3464, Northing 762 4 .7 ;-Easting�85� �4 ,� Point Number 3465, Northing 76'2946 57, Easting 485034,62 Point Number 3466, Northing/762993:32;Easting 485065.79 Point Number 3467, Northing 763032'.-28,.Easting 48�5'Q89.17 Point Number 3468, Northing 7 34r� 14 �stiac- 496i9F�.1 Point Number 3469, Northirrig 7 -31+21. 0,�'E sting 44168.0 I -- Point Number 3470, Northirr� 7 3144 6,+Edstih 48510 .95 Point Number 3471, Northiri 731 4'87,‘6s -485096 2 Point Number 3472, Northing,7.,63153.97, Easting 485Q56.93 ... Point Number 3473, Northing\763164.76, Easting 44987/8 .Q Point Number 3474, Northing 7e 166.91, Easting 48497 �) Point Number 3475, Northing 763117;1,,48,_Easting 4849351 a. Point Number 3476, Northing 763177,32,AiiSting(4t.4933;21 Point Number 3477, Northing 763188.98,-Eastirg.-4928.88 Point Number 3478, Northing 763207.49, Easting 484918.38 Point Number 3479, Northing 763230.99, Easting 484910.87 Point Number 3480, Northing 763274.12, Easting 484909.28 Point Number 3481, Northing 763296.06, Easting 484909.28 Point Number 3482, Northing 763315.56, Easting 484906.85 Point Number 3483, Northing 763337.50, Easting 484901.96 Point Number 3484, Northing 763374.07, Easting 484897.09 Point Number 3485, Northing 763413.01, Easting 484887.34 Point Number 3486, Northing 763427.79, Easting 484874.69 Point Number 3487, Northing 763430.06, Easting 484872.75 Point Number 3488, Northing 763450.89, Easting 484862.62 Point Number 3489, Northing 763485.69, Easting 484845.69 Point Number 3490, Northing 763486.95, Easting 484843.42 Point Number 3491, Northing 763511.00, Easting 484800.12 Point Number 3492, Northing 763643.19, Easting 484746.00 Point Number 3493, Northing 763772.43, Easting 484709.94 Br4/200S 155883 Ver.011.TOSSORNE 20 C.YI] 03312-504440--0 1 1 6 LI 6 Wilev►&Miller OR: 4089 PG: 3949 New Directions In Planning,Design&Engineering Point Number 3494, Northing 763844.56, Easting 484691.91 Point Number 3495, Northing 763886.62, Easting 484688.90 Point Number 3496, Northing 763945.68, Easting 484665.30 Point Number 3497, Northing 763946.75, Easting 484664.87 Point Number 3498, Northing 763963.58, Easting 484663.24 Point Number 3499, Northing 764039.93, Easting 484655.85 Point Number 3500, Northing 764109.07, Easting 484637.81 Point Number 3501, Northing 764131.22, Easting 484584.14 Point Number 3502, Northing 764132.78, Easting 484580.36 Point Number 3503, Northing 764109.23, Easting 484543.90 Point Number 3504, Northing 764100.00, Easting 484529.63 Point Number 3505, Northing 764066.95, Easting 484512.14 Point Number 3506, Northing 764061.96, Easting 484509.49 Point Number 3507, Northing 764048.93, Easting 484502.60 Point Number 3508, Northing 764039.93,..€astin -484460.50 Point Number 3509, Northing 764045:Q0; Astingi�$44 7.19 Point Number 3510, Northing 7640�4, Q i;Easting 4844 4;0 Point Number 3511, Northing Z64Q i00, Easting 484147k/3' /3' Point Number 3512, Northing/7640&6:87,-Easting 484447.62 Point Number 3513, Northin0 764061`.-55rEasting 4444.89\ Point Number 3514, Northing 7c54.06911,144$84,44,-3- Point 84.06 94,, s�ti g� .84,,44-3- Point Number 3515, Northiri7 4069`-5,.1= s$ 129. Point Number 3516, Northir�g.s7 ,470, (, 9s ng9 84391 .2 1 f Point Number 3517, Northin „7f�40G..81: Ea tir g- 36f-22 /c Point Number 3518, Northin4,7;84059.25, Easting 48408.87/ Point Number 3519, Northing\74Q44.51, Easting 484(31 70720 Point Number 3520, Northing 7 4032,76, Easting 4843046C-1 Point Number 3521, Northing 7640 7i O,..Easting 48427 p 03 Point Number 3522, Northing 764 '1,62; ; ing M4245:41 Point Number 3523, Northing 764042.1 Easting-484228.34 Point Number 3524, Northing 764052.75, Easting 484211.32 Point Number 3525, Northing 764059.25, Easting 484187.78 Point Number 3526, Northing 764061.56, Easting 484156.03 Point Number 3527, Northing 764058.06, Easting 484140.75 Point Number 3528, Northing 764052.19, Easting 484123.12 Point Number 3529, Northing 764045.12, Easting 484109.60 Point Number 3530, Northing 764026.87, Easting 484090.78 Point Number 3531, Northing 763996.31, Easting 484071.37 Point Number 3532, Northing 763975.75, Easting 484057.28 Point Number 3533, Northing 763953.38, Easting 484038.46 Point Number 3534, Northing 763941.63, Easting 484002.01 Point Number 3535, Northing 763934.56, Easting 483978.50 Point Number 3536, Northing 763928.69, Easting 483943.81 Point Number 3537, Northing 763920.25, Easting 483931.87 Point Number 3538, Northing 763897.13, Easting 483908.29 Point Number 3539, Northing 763877.31, Easting 483873.87 0/23/2005-155803 Vx.011.TOSBORNE 21 clw 03312.501-0/0- 0 1611 6 1/ "n1 %//e OR: 4089 PG: 3950 New Directions In Planning,Design&Engineering Point Number 3540, Northing 763864.63, Easting 483838.50 Point Number 3541, Northing 763864.63, Easting 483806.44 Point Number 3542, Northing 763868.88, Easting 483783.35 Point Number 3543, Northing 763876.38, Easting 483757.40 Point Number 3544, Northing 763877.82, Easting 483743.72 Point Number 3545, Northing 763880.19, Easting 483725.35 Point Number 3546, Northing 763878.76, Easting 483715.43 Point Number 2502, Northing 763874.12, Easting 483696.56 (POINT OF BEGINNING) Containing 226.74 acres more or less. kVA COtin 0 1- • le" ,„ 1-1 2FE CiVC 87.''2005-155883 Ver.011-TOSF30RHE 22 GAO 03312-SO4-040-12404-040--C 160 6 Wil , nMiller� OR: 4089 PG: 3951 New Directions In Planning,Design&Engineering ALSO INCLUDING THE FOLLOWING PARCEL PARCEL D2 COMMENCING at the aforementioned POINT B (Point Number 2820, Northing 764895.08, Easting 487126.25) Thence South 89°15'32"East 49.61 feet to (Point Number 2821, Northing 764894.44, Easting 487175.86) POINT OF BEGINNING; Thence leaving said line in straight line segments through the following vertices (Points 2822 through 2849 &2821 inclusive) Point Number 2822, Northing 764904.84, Easting 487176.94 Point Number 2823, Northing 764937.11, Easting 487182.38 Point Number 2824, Northing 764968.95, Easting 487189.91 Point Number 2825, Northing 764980.27,.E asting,487y193.13 Point Number 2826, Northing 76506;3: 4; istirig 4$72;7.• 5 Point Number 2827, Northing 765(Yg�0 , Easting 872`2421 Point Number 2828, Northing 76'51. .67, Easting 48723 Point Number 2829, Northing/765,43:43;-E-a.sting 487249.3 Point Number 2830, Northin0 765172'23-, Eastiirg-48`7 64.89 Point Number 2831, Northing 7 S1.99.r96,,- stij 87 67\ Point Number 2832, Northirf g 7062'14)0,1E st47 92.4 Point Number 2833, Northing0,5756.(1,1,Easti48732 .5 Point Number 2834, Northingt 76\523b 81;` a i -4 733' . Point Number 2835, Nor hing`,7-65210.56, Easting 487343. 8 /, Point Number 2836, Northing\7651�94.10, Easting 48702106„.0 Point Number 2837, Northing 7641'73,25, Easting 48736OL) Point Number 2838, Northing 765'1�,.4,2 7,5�. asting 48_7370 Point Number 2839, Northing 76512 .901,'F#1110§7:3835 Point Number 2840, Northing 765089.38, asti g7402.31 Point Number 2841, Northing 765058.33, Easting 487418.14 Point Number 2842, Northing 765044.50, Easting 487425.19 Point Number 2843, Northing 765018.56, Easting 487435.67 Point Number 2844, Northing 765004.68, Easting 487441.28 Point Number 2845, Northing 764977.56, Easting 487455.68 Point Number 2846, Northing 764932.75, Easting 487476.05 Point Number 2847, Northing 764912.31, Easting 487485.34 Point Number 2848, Northing 764885.38, Easting 487497.83 Point Number 2849, Northing 764881.28, Easting 487499.73 Point Number 2821, Northing 764894.44, Easting 487175.86 POINT OF BEGINNING Containing 1.53 acres more or less. Subject to easements of record. Bearings are based on the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being South 89°00'45"West. 8l23r100.-155863 Vac 011-TO58ORNE 23 03312-504-640.•0 1611 WilspnMiller • OR: 4089 PG: 3952 New alrecilons In Planning,Design&Engineering k LESS& EXCEPT THE FOLLOWING PARCEL PARCEL D3 COMMENCING at the aforementioned POINT A(Point Number 2524, Northing 765013.01, Easting 484000.94) Thence North 87'13'37" East, 249.19 feet to (Point Number 2525, Northing 765025.06, Easting 484249.84) POINT OF BEGINNING Thence leaving said line in straight line segments through the following vertices (Points 2526 through 2593 &2525 inclusive) Point Number 2526, Northing 765019.19, Easting 484254.62 Point Number 2527, Northing 764997.06,..Easting-484272,59 Point Number 2528, Northing 764967- ketitig(4)<34\ 0,09 Point Number 2529, Northing 764R:4*-Easting 83'r�' Point Number 2530, Northing 7644 .45, Easting 484331\17 Point Number 2531, Northing,i764948.06,E sting 484374.0 Point Number 2532, Northing 764941',06,,Eas ng 484"ft05.56 Point Number 2533, Northir)'g 7Fp 32. 1,, ac�ting 4 05 Point Number 2534, Northing 7; 49211 1,r stin � 1344 6. f Point Number 2535, Northin 7 4 E �,,. � �6,, 6, �stin�q 8449. 7i8 � Point Number 2536, Northi q., 48 'f-:56; acting-48450 'T78 �v Point Number 2537, Northin 7 4827.38, Easting 48 k512 i28/ Point Number 2538, Northin'76k88.88, Easting 484512/.28;0 Point Number 2539, Northing 7547538, Easting 484508If$-) Point Number 2540, Northing 764 588, Easting 45228 Point Number 2541, Northing 76471d`. ;084 ti�g68455e.53 Point Number 2542, Northing 764699.63;- Gstihg,484592.75 Point Number 2543, Northing 764685.63, Easting 484620.75 Point Number 2544, Northing 764664.63, Easting 484657.50 Point Number 2545, Northing 764662.88, Easting 484704.75 Point Number 2546, Northing 764694.38, Eastirig 484760.72 Point Number 2547, Northing 764715.38, Easting 484771.22 Point Number 2548, Northing 764737.56, Easting 484782.28 Point Number 2549, Northing 764740.81, Easting 484783.94 Point Number 2550, Northing 764742.44, Easting 484784.75 Point Number 2551, Northing 764746.88, Eastirig 484786.97 Point Number 2552, Northing 764785.38, Easting 484809.72 Point Number 2553, Northing 764813.38, Easting 484844.69 Point Number 2554, Northing 764827.38, Easting 484872.69 Point Number 2555, Northing 764846.63, Easting 484879.69 Point Number 2556, Northing 764878.06, Easting 484904.19 Point Number 2557, Northing 764902.56, Easting 484932.19 - Point Number 2558, Northing 764927.06, Easting 484967.16 &20/1005-1,583 V•r.011-T0580RNE 24 c.,--, �gf00017--^n. 1 on 6 . lsonMililer' OR: 4089 PG: 3953 New Directions In Planning,Design&Engineering Point Number 2559, Northing 764958.56, Easting 484972.41 Point Number 2560, Northing 765002.31, Easting 484972.41 Point Number 2561, Northing 765032.06, Easting 484970.66 Point Number 2562, Northing 765082.81, Easting 484967.16 Point Number 2563, Northing 765119.50, Easting 484963.66 Point Number 2564, Northing 765135.25, Easting 484960.16 Point Number 2565, Northing 765186.00, Fasting 484947.91 Point Number 2566, Northing 765238.50, Easting 484954.91 Point Number 2567, Northing 765263.00, Easting 484956.66 Point Number 2568, Northing 765287.50, Easting 484953.16 Point Number 2569, Northing 765299.75, Easting 484932.19 Point Number 2570, Northing 765296.25, Easting 484893.69 Point Number 2571, Northing 765292.75, Easting 484855.19 Point Number 2572, Northing 765301.50, Easting 484818.47 Point Number 2573, Northing 765312.00,Fastin-484779.97 Point Number 2574, Northing 765315: Ok 4tir g=4844 53,72 Point Number 2575, Northing 76531 €asting 484.725;72, Point Number 2576, Northing 760:0 '. 0, Fasting 484578,56- Point Number 2577, Northin065217.50,-,Easting 484650.5 Point Number 2578, Northing 765259-50, Easfing'4t#4613.755 Point Number 2579, Northing 765238 0,.Easti6g-484 74,2 -, Point Number 2580, Northing 765366 0,°Ei sfing`4 34,5 . ' " Point Number 2581, Northing J 5775, 0,East)'h0 438454 .5 )f-., Point Number 2582, Northirtga'/, '515t06;Easting-484529c7 v Point Number 2583, Northing,7, 5133.50, Easting 484501.78 Point Number 2584, Northing�� 65V5.25, Easting 4845415 Point Number 2585, Northing 76613 .25, Easting 484454',518 Point Number 2586, Northing 765137 0,,Easting 48440 `06 Point Number 2587, Northing 76510.7,, '-- .tl 843 811 Point Number 2588, Northing 765086.31,E sting_'484351.34 Point Number 2589, Northing 765083.14, Easting 484341.83 Point Number 2590, Northing 765077.56, Easting 484325.08 Point Number 2591, Northing 765075.81, Easting 484319.84 Point Number 2592, Northing 765075.81, Easting 484276.09 Point Number 2593, Northing 765056.56, Easting 484256.84 Point Number 2525, Northing 765025.06, Easting 484249.84 Containing 6.44 acres more or less. Subject to easements of record. Bearings are based on the west line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45"East el2Y2005-155.50 Ver Oft-TOSBORNE 25 O 3 03312-sw-°4a-o 6 iI a iIIe ` 011: 4089 PG: 3954 New Directions In Planning,Design&Engineering NET ACREAGE PARCEL D-1: 226.74 PARCEL D-2: 1.53+ SUB-TOTAL 228.27 PARCEL D-3: 6.44- NET ACREAGE: 221.83 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 9 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00145"EAST. STATEMENT OF DEFINITION,ACCURACY-4NDC.gQRjJINATE BASIS 1. DEFINITION: /,- . VV�i >>� A. THE EXTERIOR BOUNDS OF.S. "A ARE BASED'C- .( 7ILt-�rI Vf1RDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REF RE-NCE WILSONMILLER DkAWING NUMBER 2H-99). 2.ACCURACY: l i A. THESE LINES ARE BAS O �INT.pr, -AT R ® RiAI.PHOTOGRAPHS HAVING THE FOLLOWING PARAMETER J. 1. DATE OF PHOTOGRAP'Y 12 '03 2. NEGATIVE SCALE: 1:36( :16,• 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' ' ,_0 , 5. SCALE NOT TO EXCEED t = 6. THIS IMAGERY HAS NOT BN; RT-1O CORRECTED* (:. ER TO MEET MINIMUM TECHNICAL STANDARDS 0141 46 IO ALMA CCU,R t • STANDARDS. 7. VERTICAL ELEVATION CHANGES-VVILI g U,SEW RIZONTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZE THIS-EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSU ' WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9. THISa s t T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT j,• 'h • IGITAL FORMAT_ 't DATE 8-08-05 • .1 ,"P, 1d: S#5627 ...cry y. ��,Yyr{' '✓;' WILSONMItLE 1104 e:' RED ENGINEERS AND LAND SURVEYORS. NOT VALID*AT .: . 4. •TURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR. :: ' - . NOT BASgDiQ >-+.. : - :4.15F-SUBJECT LANDS. CERTIFICATE` 1 :: �tr+:1::.�;l"ION#LB-43 REF 2H-99 ; 623/2005.155M Var.Oe.TOSBORNE 26 �.,, MI2364-0440.-0 , . , . 1 6 D 6 OR: 4089 PG: 3955 - - WiIsónMiIIer® New Directions In Planning,Design&Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7-PARCEL E-LARGE MAMMAL CORRIDOR) (EXHIBIT E) PARCEL El All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04); Thence along said east line of said Section gut 00°27'07" East, 220.66 feet, to the POINT OF BEGINNING (Point Number 4501, Na i 555 `�R. sting 488076.78); Thence continue along said east(ini South 00°2T07"Eas-174.7 feet to(Point Number 4502, Northing 765584.13, Easting f 88( ..9 / /"IL---'v.--' Thence leaving said east line in straig t li esag % �r h u th\following vertices, (Points 4503 through 4513& 4501 `ncI.give) ) \ t( Northiri 7 558518` Stir-rig-4806' Point Number 4503, �` 1 c4, Point Number 4504, Northink765583.08, Easting 487605,B6 Point Number 4505, Northing�. 592.56, Easting 481,6212 ,,O Point Number 4506, Northing 706 89, Easting 48765. 4J 1 Point Number 4507, Northing 76582 ,��,Easting f,$7 ,�, Point Number 4508, Northing 765632 71",t Asti gt 8p1,0:6e4 Point Number 4509, Northing 765642.10;Eating-487741.98 Point Number 4510, Northing 765649.42, Easting 487773.87 Point Number 4511, Northing 765654.64, Easting 487806.17 Point Number 4512, Northing 765657.74, Easting 487838.74 Point Number 4513, Northing 765658.70, Easting 487869.75 Point Number 4501, Northing 765658.70, Easting 488076.78 POINT OF BEGINNING Containing 0.66 acres more or less. Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane,Suite 200•Naples,Florida 34105.239.649.4040• Fax 239.643.5716 wllsonmilier.corn 0713/203&.153064 Ver 011-TOS"ORNE 1 ata 03312.5N-040—0 WllsonMtltar,(nc.—FL Lk./LC-0000170 16D 6 1 . , 1 /}��yq r{� spy i OR: 4089 PG, 3956 WilsOnMiller New Directions in Planning,Design&Engineering I ALSO INCLUDING THE FOLLOWING (2) PARCELS PARCEL E2 All that part of Section 33,Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33,Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04); Thence along the east line of said Section South 00°27'07" East 338.57 feet to (Point Number 4514, Northing 765540.79, Easting 488077.71); Thence leaving said line South 89°32'53"West 535.24 to (Point Number 4515, Northing 765536.57, Easting 487542.38) POINT OF BEGINNING; Thence leaving said line in straightJi ee�,0 ph.he following vertices (Points 4516 through 4539 &4515 inclusive) / \ /Y Point Number 4516, Northing,76 �8,,�:81;.Easting 487540) Point Number 4517, Northing 765407:54 :Easting 487560.03 Point Number 4518, Northing 765 81: 6;- - stirig 48757 7 Point Number 4519, Northipg 765 14. 32, Easting 467.590 Point Number 4520, Northi 65 6 s (r '. 8758 . 5 .13 be �07.�� ,g'�. � � i, Point Number 4521, Northi g 764960.22;`Ea"stiff 4875$ -9 Point Number 4522, Northinn 76'4911.00, Easting 4� 562 17 Point Number 4523, Northing'.7,t4883.17, Easting 48'X64 .9, C.) Point Number 4524, Northing 7648,79.69, Easting 48753 `? Point Number 4525, Northing 764680:4 astin9 4$75 6 22' Point Number 4526, Northing 764908,94-Mstim4$7 5 66 Point Number 4527, Northing 764947.94, f=acting-487492.13 Point Number 4528, Northing 764987.76, Easting 487468.41 Point Number 4529, Northing 765036.88, Easting 487444.68 Point Number 4530, Northing 765091.94, Easting 487420.97 Point Number 4531, Northing 765135.12, Easting 487399.78 Point Number 4532, Northing 765169.00, Easting 487379.43 Point Number 4533, Northing 765207.13, Easting 487362.51 Point Number 4534, Northing 765246,94, Easting 487341.31 Point Number 4535, Northing 765269.86, Easting 487332.61 Point Number 4536, Northing 765464.43, Easting 487474.12 Point Number 4537, Northing 765489.65, Easting 487494.96 Point Number 4538, Northing 765513.46, Easting 487517.41 Point Number 4539, Northing 765535.74, Easting 487541.36 Point Number 4515, Northing 765536.57, Easting 487542.38 POINT OF BEGINNING 0r21,2005.SSW Ver O .TOSnORNE n 0.443 2 03312504-044-0 1 6 El 6 Wils$nMiller' OR: 4089 PG; 3957 New Directions In Planning.Design B Engineering Containing 2.16 acres more or less. PARCEL E3 All that part of Section 33, Township 46 South, Range 28 East, Collier County, Florida being more particularly described as follows; COMMENCING at the northeast corner of Section 33, Township 46 South, Range 28 East, Collier County, Florida (Point Number 4500, Northing 765879.35, Easting 488075.04) POINT OF BEGINNING; Thence along the east line of said Section South 00°27'07" East 3323.71 feet to (Point Number 4540, Northing 762555.75, Easting 488101.26); Thence continue along the east lin vs ti.ofri)$_3 ,00°27'07" East 470.48 feet to (Point Number 4541, Northing 762085.2astrng 488104:97 f.}C\ Thence leaving said line in straight line-seggLents thr ugh the fol owin vertices (Points 4542 through 4672 &4540 inclus)Ge);/ Li- ` \ g Point Number 4542, Northing 7 2 8 : 4 E sti _pp0 .6. Point Number 4543, Northil ,g,f\ 2 B 45, Easting ii 8804 . 3 E..,, Point Number 4544, Northi g--7 082.76,`E"asting 48801(�"6-�i Point Number 4545, Northiri X762086.07, Easting 487978.091 Point Number 4546, Northin4062088.16, Easting 487964.14.0 Point Number 4547, Northing 762072.82, Easting 48786.02-j Point Number 4548, Northing 76207 $6,Easting 48fi 92, .1 Point Number 4549, Northing 762067,7 y sting $78?9:74 Point Number 4550, Northing 762066.81, Easting-487-787.03 Point Number 4551, Northing 762067.99, Easting 487754.34 Point Number 4552, Northing 762071.31, Easting 487721.79 Point Number 4553, Northing 762076.75, Easting 487689.52 Point Number 4554, Northing 762083.46, Easting 487660.74 Point Number 4555, Northing 762114.64, Easting 487543.00 Point Number 4556, Northing 762125.06, Easting 487508.67 Point Number 4557, Northing 762136.69, Easting 487478.09 Point Number 4558, Northing 762150.30, Easting 487448.33 Point Number 4559, Northing 762165.82, Easting 487419.53 Point Number 4560, Northing 762170.43, Easting 487411.76 Point Number 4561, Northing 762199.97, Easting 487363.05 Point Number 4562, Northing 762212.73, Easting 487343.09 Point Number 4563, Northing 762222.44, Easting 487329.17 Point Number 4564, Northing 762230.71, Easting 487311.72 Point Number 4565, Northing 762246.23, Easting 487282.92 Point Number 4566, Northing 762263.60, Easting 487255.19 8/23/2C05-1558e4 Vac 011-TOSBORNE 3 u,.43 7 05,4-864-6{P.0 16133 1 WilsonMiller° 4089 PG: 3958 r New Directions In Planning,Design&Engineering f Point Number 4567, Northing 762275.50, Easting 487238.28 Point Number 4568, Northing 762325.55, Easting 487170.18 Point Number 4569, Northing 762332.80, Easting 487160.56 Point Number 4570, Northing 762353.64, Easting 487135.34 Point Number 4571, Northing 762376.08, Easting 487111.54 Point Number 4572, Northing 762377.68, Easting 487109.96 Point Number 4573, Northing 762456.44, Easting 487032.42 Point Number 4574, Northing 762478.81, Easting 487011.71 Point Number 4575, Northing 762504.17, Easting 486991.04 Point Number 4576, Northing 762530.83, Easting 486972.08 Point Number 4577, Northing 762539.14, Easting 486966.68 Point Number 4578, Northing 762569.49, Easting 486947.40 Point Number 4579, Northing 762585.83, Easting 486937.55 Point Number 4580, Northing 762583.73, Easting 486935.57 Point Number 4581, Northing 762561.451E in-g-486911.61 Point Number 4582, Northing 762543.821 ai gG4 8, 9>17 Point Number 4583, Northing 76260 ;45;`ffasting 488i# 33 Point Number 4584, Northing 7625p2.21, Easting 48683 .41{ Point Number 4585, Northing/76?483:25;Easting 4$6809.75 Point Number 4586, Northing 76247'i:60, Easti g 48691.33\ Point Number 4587, Northing 764.6 a69;;E-asti�6786�5�'2\ Point Number 4588, Northing 762¢69. 9,i E suiyng 676544 Point Number 4589, Northi' 7`62495; 5,\E4sti ''g 1486784�2 1..., Point Number 4590, Northing 7612506.44,-Easti 4.66781't' l Point Number 4591, Northm 762514.93, Easting 486783)90/ Point Number 4592, Northin 7, 2570.00, Easting 486"1. 6.0 7f Point Number 4593, Northing 630.12, Easting 486766; 1 Point Number 4594, Northing 7626756FRasting4867 67' Point Number 4595, Northing 7626J9,*, sti $67 '93 Point Number 4596, Northing 762717.38;Easting-486755.10 Point Number 4597, Northing 762744.31, Easting 486753.06 Point Number 4598, Northing 762773.32, Easting 486750.87 Point Number 4599, Northing 762797.00, Easting 486748.03 Point Number 4600, Northing 762815.62, Easting 486745.78 Point Number 4601, Northing 762863.07, Easting 486745.78 Point Number 4602, Northing 762902.07, Easting 486750.03 Point Number 4603, Northing 762952.07, Easting 486750.03 Point Number 4604, Northing 762988.44, Easting 486748.32 Point Number 4605, Northing 763024.87, Easting 486746.63 Point Number 4606, Northing 763058.88, Easting 486740.31 Point Number 4607, Northing 763066.69, Easting 486753.94 Point Number 4608, Northing 763080.94, Easting 486786.34 Point Number 4609, Northing 763098.94, Easting 486812,31 Point Number 4610, Northing 763110.94, Easting 486830.28 Point Number 4611, Northing 763112.25, Easting 486842.94 Point Number 4612, Northing 763106.94, Easting 486866.87 t V2y1005-155984 Vx.Olt-TOS80RNE 4 0331333 2.507-0/0•9 , , ' eDo 6 WilnMillera OR: 4089 PG: 3959 New Directions In Planning,Design&Engineering Point Number 4613, Northing 763096.94, Easting 486878.22 Point Number 4614, Northing 763080.94, Easting 486897.50 Point Number 4615, Northing 763073.95, Easting 486912.48 Point Number 4616, Northing 763071.62, Easting 486917.47 Point Number 4617, Northing 763068.31, Easting 486945.44 Point Number 4618, Northing 763066.31, Easting 486958.75 Point Number 4619, Northing 763059.62, Easting 486978.06 Point Number 4620, Northing 763054.31, Easting 486984.72 Point Number 4621, Northing 763045.69, Easting 486996.03 Point Number 4622, Northing 763015.06, Easting 486996.03 Point Number 4623, Northing 763001.75, Easting 486988.03 Point Number 4624, Northing 762985.12, Easting 486984.72 Point Number 4625, Northing 762968.44, Easting 486981.37 Point Number 4626, Northing 762936.50, Easting 486985.38 Point Number 4627, Northing 762916.56; S,/rjg, 8,6_Q94.69 Point Number 4628, Northing 7629.07:2,b sting"4811 .2:69 Point Number 4629, Northing 764,06556;`Easting 487d r e Point Number 4630, Northing,76914.56, Easting 48704 Point Number 4631, Northing 762628.50;Easting487`059.2 Point Number 4632, Northing 762948:515; acting 47 73.25 Point Number 4633, Northing 76 9,7V2,-1-- s ng;461 6 887 Point Number 4634, Northing 7�22 98. , E son 4 �,�.86 Point Number 4635, Northing-7,6.3t k, stip '0710'5.119 Point Number 4636, Northir\R-= g3035.69,Easting 4571 #'T$/ Point Number 4637, Northin w 043.00, Easting 4 `1,45!13 Point Number 4638, Northing 70 52.31, Easting 48V19� Point Number 4639, Northing630 31, Easting48719A; �. 4 Point Number 4640, Northing 763 7 :3 sting_487,,"�*r7 Point Number 4641, Northing 7631 3:$ sting; 8,7225.87 Point Number 4642, Northing 763102.70;Easting-487250.77 Point Number 4643, Northing 763091.63, Easting 487251.62 Point Number 4644, Northing 763064.31, Easting 487257.62 Point Number 4645, Northing 763041.00, Easting 487271.59 Point Number 4646, Northing 763010.50, Easting 487295.91 Point Number 4647, Northing 762962.87, Easting 487322.00 Point Number 4648, Northing 762942.94, Easting 487332.75 Point Number 4649, Northing 762910.69, Easting 487349.62 Point Number 4650, Northing 762904.54, Easting 487352.14 Point Number 4651, Northing 762837.55, Easting 487369.46 Point Number 4652, Northing 762807.19, Easting 487388.74 Point Number 4653, Northing 762807.09, Easting 487388.84 Point Number 4654, Northing 762804.75, Easting 487389.56 Point Number 4655, Northing 762763.31, Easting 487407.97 Point Number 4656, Northing 762711.06, Easting 487429.47 Point Number 4657, Northing 762672.69, Easting 487452.50 Point Number 4658, Northing 762629.69, Easting 487510.84 r11P2 .1:5881 ver.011.TOSnORNE 5 Cut] J 03312-SO4-6W--0 160 6 • - �; ,011: 4089 PG: 3960 Wils9nM,lle New Directions In Planning,Design.3 Engineering Point Number 4659, Northing 762599.00, Easting 487564.59 Point Number 4660, Northing 762582.12, Easting 487619.87 Point Number 4661, Northing 762574.44, Easting 487664.41 Point Number 4662, Northing 762568.31,Easting 487713.53 Point Number 4663, Northing 762579.97, Easting 487738.97 Point Number 4664, Northing 762566.79, Easting 487788.73 Point Number 4665, Northing 762578.76, Easting 487865.20 Point Number 4666, Northing 762566.75, Easting 487903.91 Point Number 4667, Northing 762557.56, Easting 487940.78 Point Number 4668, Northing 762552.94, Easting 487988.37 Point Number 4669, Northing 762563.69,Easting 488023.69 Point Number 4670, Northing 762566.75, Easting 488040.56 Point Number 4671, Northing 762560.62, Easting 488069.75 Point Number 4672, Northing 762552.94, Easting 488088.16 Point Number 4540, Northing 762555.775E Ea tint 101.26 POINT OF BEGINNING COO Containing 17.27 acres more or Je\ A � Subject to easements of recor d. C1 Bearings are based on the nth ifi of-Se• ion 28,TownsM• 4: South, Range 28 East,Collier County, Florida being North/89°00'454-E:-.t. t NET ACREAGE (1C 0 f' V PARCEL El:0.66 PARCEL E2:2.16 PARCEL E3+17.27 NET ACREAGE: 20.09 � "E CI1Z�1� 823/200$-165891 Ver:OB-TOSBORNE 6 O]3t2.801-010.-0 wJ 16u6 . , 1 ®, ®, rOR: 4089 PG: 3961 - ' r New Directions In Planning,Design&Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(WILSONMILLER DRAWING NUMBER 2H-99 SHEET 10 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89°00'45"EAST. STATEMENT OF DEFINITION,ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2.ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: --_ 1 1. DATE OF PHOTOGRAPHY:4/23/03- cO ' 2. NEGATIVE SCALE:3. PIXEL DIAMETER:2 1:36000' )-0 4. TARGET SCALE: 1"=500' � 5. SCALE NOT TO EXCEED,1"=50.0K!'�`� 6. THIS IMAGERY HAS NOT BEN d ThQ G40R,RCTED IN ORDER TO MEET MINIMUM TECHNICAL STANDARDS BIN pNA 'M P"Acc RAC)/'STANDARDS. 7. VERTICAL ELEVATION cHAI�G S IL CAUSE ORIXON,TA'j`DISPLACEMENT. EVERY EFFORT HAS BEEN MAD To I I 1 E THIS EFFECT FQR CRITICAL FEATURES. I t ,} v 11 , ,t I 'J 8. IN AREAS WHERE TALL\S_ �UCTURFS-OR TREES LEAN fi OBSTRUCT FEATURES EXPOSURES WERE MO AI�KED IN AN EFFORT, MI I IZ�kHE EFFECT. 9, THIS P;?4. , 1S SIMILAR] ACCURACY TOR IFI1 NCARGEMENTS, EXCEPT Pr: . , 5 '.c''•IGITALF 1 AT. yr (,,,),`. - -,0Y BY` .Y'�',,Ye . ' •4 : 4 r' + ! 'TE 8-08-05 ,4* Q+.'''; , .. � , " " o.14,'LS#5627 WILSO , ix q TERED ENGINEERS AND LAND SURVEYORS. 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ON m .. cit rrlS m to c)l��2 Q g.W pA ,z', <O Z ^`k1x °6-o�aZ�� gA v_ 2 2 z noy�n`oOts.)p x-o oy p n V)Y > xn2o"1 o03nzrri b ~ M f..:1 ! (-, ==.- q 2,,,74 C to SO=N oO-i2O~m �2o^t :.� N Q W, v8 A nDc 23 zn�Z u toW 0 (1)>."1^1I,--. 0- 0 �mrz.'vr,j, 002 x . Z$ A„a,o,,mobc -2,...42 �g I o a » n+�b 0 O G" r..3 O clo'1��JA C Q ao rCitZro O 2x'/ CVu) R rnz vioo".myZ z� Z ' X22 O A � O �m�OA M�* z rn2,� yy o2-4 r00 g•2 " �� o Palli R O 57ymz Z ,,,„z n6A y COW aO ~ N` � Oa2Zb o > trrl 0oZo Iro +3 1G1H4 rO z6 VO) co 1 6 0 , 6 OR: 4039 PG: 3967. SSA 7 EASEMENT AGREEMENT EXHIBIT F RESTORATION PLAN The purpose of this Restoration Plan is to identify the restoration goals, describe the work to be performed, identify the party responsible for performing the work, propose a work schedule, describe success criteria, and describe the level of annual management, maintenance and monitoring in Restoration Areas (Parcels A, B, D, and E) of Lake Trafford Ranch (LTR) SSA 7. Legal sketches and descriptions for these areas are provided in Exhibit "E"of the SSA 7 Credit Agreement and Easement Agreement. a. The Wading Bird Restoration Area (Parcel A-2) is.approximately 51.4 acres in size and is within a HSA contiguous to the Camp Keais Strand FSA as delineated on the RLSA Overlay Map, an exhibit to the GMP RLSA District Overlay. The restoration improvements will restore an ecologically degraded_wetIand system, now minimally utilized by wading birds, to a condtic5`r ii ioaiu ,st nhanced foraging opportunities for wood storks andsoltier"'sted wactinsbi ifs. SSA 7 is located within a few miles of the Ocirlscrew Swamp Sanct ary;and the restoration can assist in supportg ward"stark_breeding ccess by providing consistent foraging op portunit es y xra rang of season I weather conditions. t b. The restoilati it r v ent o r-P rc ( -2 r ill . � � �p � .. consist of contouring the land to sd} rt-,'dn`c� Rbd rate wa i g1lt food sources, planting the area with 1 �ve species in off" rr J ,a�� p t Ere native marshes and wet prairies, a hd `c�ontrolling exoti" „arff5��nt�/sauce vegetation. Wetland hydroperiod ' 1. bye documented Ifni ivater-table well data. The list of allowed vegeta 'd�ii an standard eros section of contouring are attached as Attachments <a t f r�cpsc i�iely, which also address the spacing and density issues. Te--restoration improvements shall be completed within two (2) years of the approval of SSA 7. c. No sooner than two years (2) years after completion of the Parcel A-2 restoration improvements, and/or upon Grantor request, County staff shall verify the restored wetland hydroperiod, confirm that the site has wildlife utilization, that there is 80% coverage by native groundcover species, that exotic species comprise less than 5% coverage and nuisance species less than 10% coverage. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from Parcel A-2 shall be available for transfer or utilization by Grantor. d. The land management measures for Parcel A-2 shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or , . 160 b OR; 4089 PG: 3968 ,- 10% nuisance species by area coverage. Other management measures j for Parcel A-2 shall be to annually inspect and clean (if necessary) drainage structures, ditches, swales, etc. as necessary to ensure performance of the surface water management as per the Design. e. The Large Mammal Corridor Restoration Area (Parcels A-1, D-1, E-1, E-2, and E-3) comprises approximately 331.9 acres, and is within the Camp Keais Strand FSA, contiguous HSAs, and the Restoration Zone overlay. The restoration improvements will restore and manage the lands within these parcels to provide an ecologically productive, interconnected large mammal corridor for Florida panther and Florida black bear along the northeastern margins of Corkscrew Swamp. f. The Large Mammal Corridor Restoration Area currently consists of vegetation communities that are heavily impacted by dense stands of Brazilian pepper, and an area of open pasture that will be reforested to widen the corridor.The--Brazilian,pepper areas typically comprise more than 75% of the fo`r � a yy, nd exist as monocultures in several areas, limiting,f�c for panther~p e b se (deer, hogs) and forage for black bear, hreducin the utilizatffn k this potential corridor. These im roveme s V i -aiso�benefi. r ther\isted species such as the Big Cypress fax squirfrel.'TtQ..ec,ologil imp�ovefnents to the Large Mammal Corridor Festt,,r` tio6/Ar ,)caihsistJd controlling exotic vegetation to levels lest t 7 45% Cay a afrc dve\a e, and less than 10% nuisance ( ithin 100 feet of road and/or species by!ar��.. a�ierag !� az►lian t� p� agriculturalai 'd/pasture edgesiwill bel led and removed. Brazilian 1 pepper more; n 100 feet from-A•r �5,Fid/or field edge will be killed in place. Within a cel A-1 (depicted 1r S 7 Credit Agreement Exhibit E), 1 the pasture aroat_w thin_the Restarat Qr`fi Zone overlay will be reforested to a combination o1 spa i f�Jne; bbAge palm, and cypress to mimic the presumed pre-settlemertW----vegetation. Native groundcover within the reforested area will be re-established to reflect conditions found in similar forested communities near the site. These restoration improvements shall be completed within two (2) years of the approval of SSA 7. g. Within one year after completion of the Large Mammal Corridor restoration improvements, and/or upon Grantor request, County staff shall verify the successful control of exotic species, confirm that 80% of the planted reforestation species have survived, and that native groundcover has been established in reforested areas. Upon said verification and confirmation, success criteria shall be deemed to have been met, and the additional Stewardship Credits from the Large Mammal Corridor Restoration Area shall be available for transfer or utilization by Grantor, c. 4,,. 160 6 OR: 4089 PG: 3969 h. The land management measure for the Large Mammal Corridor Restoration Area shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage. The Other Listed Species Restoration Area (Parcel 8) is approximately 75.7 acres in size and is totally within a HSA that is contiguous to the Camp Keais Strand FSA. The restoration improvements within this area are designed to restore forested lands that have been degraded by heavy exotic (Brazilian pepper) infestation and lack of fire. These restored lands will provide excellent habitat for deer, hogs, Big Cypress fox squirrel, etc. when restored. An open pasture area within this parcel will also undergo exotic control, and will be managed for caracara and panther prey-base support. A breeding caracara pair and nest tree have been documented in a cleared field just west of this restoration area. j. The restoration improyerrments-to.,the Other Listed Species Restoration Area shall consis otcolitrbill * 9 egetation to levels less than 5% by area coverage *If e's"s than 1O� r b since species by area coverage. Controlled bur's° Will also be perfor ed\ s described below. Brazilian pepper within 101et of road and/or agric Itural field/pasture edges will be killed and remove.-Brazilian piepper`mp than 100 feet from a road and/or fieri ec�gewi rb hilt i Pae restoration improvements shall be compl edl i hin� w ( ) 6r's-+of' a proval of SSA 77. k. Controlled ns will be perf"q,(me t natural fire regimes, increasing `elesys1 r t -em productiVity (aintaining a healthy forest u de story. 6igjit aled burns will be erformed by a licensed professional at least once byei .seyen (7) yffiargI nd no more frequently than once every five (5) yeas,_ttliprinli lp(t`r e?will occur after Brazilian pepper and nuisance species have been-bonged. The pasture within the Other Listed Species Restoration Area shall be subject to exotic control as noted in paragraph "j". Additionally, the pasture will be maintained in short-stature vegetation (<12" tall) via grazing, mowing, and/or burning to facilitate use by caracara, Florida sandhi!! cranes, burrowing owls, and other species that thrive in pasture environments. m. No later than one (1) year after completion of the Other Listed Species Restoration Area improvements, and/or upon Grantor request, County staff shall verify that exotic and nuisance species have been successfully controlled, the initial prescribed burn has been successfully completed, and that the pasture area is properly maintained. Upon said verification and confirmation, success criteria shall be deemed to have been met, and x°: . ,. , , I6DÔ OR: 4089 PG: 3970 the additional Stewardship Credits from the Other Listed Species Restoration Area shall be available for transfer or utilization by Grantor, n. The land management measures for the Other Listed Species Restoration Area shall be the control of exotics and nuisance species, so that there is no more than 5% exotics or 10% nuisance species by area coverage; prescribed burns on a 5-7 year rotation; and maintenance of the pasture area in short-stature vegetation. o. The estimated annual costs of the land management measures for these Restoration Areas is $10,000. Grantor shall procure, at its election, either a bond or letter of credit ("Surety") on an annual basis in favor of the Grantees in an amount equal to 120% of the annual costs of the land management measures. This obligation shall start 30 days after Grantor has received notice from the County that the additional Stewardship Credits from restoration improvements for all restoration areas are available and the obligation-shalLend 10 years after the start date, or at such date as a $ riefat l entity or established conservation organization uridkticers the lanm hale ent measures. LJ/ p. In the evefit Grerltor-fails_to__�,maintai a y of the Restoration Areas according tto he land �.anagemdpt me sures set forth herein, County shall have! th7 night toil.a7.10, fi rety only after 60 days written I notice to GrarNto wit( g adr th County shall only be permitted to use th c1tIa ::. urety-f4 for* , , !htenance of the Restoration Areas in rc ordance with the and m ,nt ement measures set forth herein. kI -c_i ((,0q. Any failure tot `obll gations or- !nmitments under this Restoration Program shall be`a�fZr60F off# ft,et wardship Easement Agreement. r. In the event the Grantor does not provide adequate financial assurance of performance on an annual basis, the County may pursue its rights against the Grantor under the Stewardship Easement for breach thereof. s. In the event that the Grantor fails to maintain the Restoration Areas pursuant to the land management measures set forth herein, the Grantees, or either of them, may after written notice to the Grantor perform such land management measures and then lien the Restoration Areas for the cost of their maintaining the Restoration Areas pursuant to the land management measures set forth herein, and if necessary then foreclose on such lien which may attach to the Restoration Areas. 1606 OR: 4089 PG: 3971 EXHIBIT F, ATTACHMENT 1 PLANTING LIST FOR SSA 7 WADING BIRD RESTORATION AREAS The wading bird restoration areas within SSA 7 will be graded to provide a variety of foraging opportunities for wading birds under varying hydrologic conditions. Conceptually, two zones will be created. Zone 1 will re-create wet prairie to shallow marsh environments, with water levels ranging from 0-1 foot under typical weather conditions. Zone 2 will consist of deeper water areas (typically 1-3 feet deep), constructed as interconnected pools to concentrate forage during the dry season. A schematic cross-section of these zones is provided as Attachment 2. A list of native plant species suitable for the wading bird restoration areas is provided below. The species actually planted for restoration will depend upon the documented hydroperiod of each area and the availability of plant stock. The list below is not intended to be all-inclusive, and the applicant will determine actual plantings based upon consultation with Collier County Natural resources and/or Environmentat ervioe-stiff. Plantin• List—Zone 1 water de•thd,t Ican 0-i-foodT�, /07 Water hyssop s Ludwigia (Ludwigiq rep ns)' �"`,.� Maidencone (Panicum hemit�om,o - Soft Rush (Juncus effueus. Golden Canna f accido ) , Sand Cardgrass Aakerldl- Swamp Lily (Crinum amkrivanum) Smartweed Polygonum spp;, Lizard's Tail (Saururus . :) Spider Lily (Hymenacalli5 Gulf Muhly (Muhlenbargio .:T Beakrush (Rhyncospora spp.) 'J/p St. John's—wort {1 ericum s17R.) Planting List—Zone 2 (water depths typically 1-3 feet) Giant Bulrush (Scirpus colifornicus) Pickerelweed (Ponted ria cordate) Common Arrowhead (Sagittorig loncifolig) Sowgrass (Cladium jamoicanse) ChM) 16D6 1 *** OR: 4009 PG: 3972 *** MAX DEPTH APPROX. WAX. DEPTH 2'SEISM GNADE(TP.) 3•WOW IDOSMNa GRAM WOf.DEPTH 7 B4.MM GENRE(TYP.) VMES 0.5•TO 1'MP.) 441 °:. — —— — h i.i EXISTING •'• ..♦♦�••♦••�•�••• " (T GRADE ^ROPOSED GRADE TYPICAL DRAW DOWN PONDS FOR WADING BIRD FORAGING SCHEMATIC SECTION N.T.S EXCAVATION TO CREATE WADING BIRD FORAGING POOL. t WADING BIRD RESTORAMty�1 EA PLANTING LIST* ZONE 1 SPECIES: From not tri/ai grzide to 1.0' below ZONE SPECIES: 1.0' to 3.0 below natural grade. natural grade. / ///JJJ c— I Giant Bush • californicue) / PiPkerelweey cordate) I . 1. — Pg,mmgn.A•owhdad ' lancifalia) Water hyssop (Bacaoa ..•.. Y f Z S'a grkagli iamaiceni ) Ludwigia (Ludwigia repahe \1,//"��TTT Moidencana ..s. .,.•e Soft Rush (Juncfua0p _ t �k� /) * Plan d 4peyli I ay deviate from those listed depending Golden Canna (Cpag0 1laccid'a) v/ \ / upo -.eit`M cdr�djti nn and availability of stock. Sand Card rasa S mina\bSlI i) ' r Swamp Lily (Crinum among narg t Smartweed (p�yururu app '' Lizard's Toil (Sau-rurtit cem7 �' Spider Lily (){ymenocaijj;3 palrt)e(�� `f Gulf Muhly (Muhlenberoia .• . .h Beakrush (Rhyncosaora eoa. �t,,��11 ,, ` , John's—wort (tjypericum soo•) '1•,St. ----- v 1 E CIRC Wetland Plantings in Wading Bird Restoration Areas The wading bird restoration areas totaling 51.4 acres will be planted using species chosen from the list provided above. Herbaceous species will be planted in clumps on staggered 3—foot centers. All herbaceous material will be minimum 1 gallon pot stock or bare—root stock. The wading bird foraging areas shall be planted with at least five different species. and no single species shall amount for more than 50% of the total coverage. FOR SSA APPLICATION ONLY — NOT FOR CONSTRUCTION PROJECT: SSA 7 APPLICANT: LAKE TRAFFORD RANCH, LLLP Exhibit F Attachment 2 VIIIs(iiiilllller mak. Wua� FIA. REG. / w'EPT. 2005 Flamm.Erpirers•6mipails.lur arryy•,L�nwepeAroMYDOr.Trm.PaeEEon Cumuli.* Wr , SEC. 150: ace DEEP w: IMMT�'Ina Pa01ECt NO. riLE NO: NIA Jt006iMyEero,90e EY1. e,� ,•✓rM7Y•Ilistrilst•7 DAWN DY/dP NO. SHEET 40: 1W Pt Fb )(1061107•Are 5414$.4040.Fe 64140•671d•NYadrsr imotlemaY.aau V.J.P./1 1 1 S 1 or 1 Sep 20, 2005 - 09:5+:25 VPEIIIGRIht\Ecol`AolerFtesources\ElJohnsan\Slewardship\Collier\SSA Ala County\S A i FasernenF greement\ExhiEII G_Sketch.dwg OR Book 4394 Page 578 160 Documents provided by DataTree LLC via R's proprietary imaging and delivery system.Copyright 2003,AU rights reserved. 4211581 OR: 4394 PG: 0578 RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, PL 09/16/2008 at 12:00PN DWIGHT B. BROCK, CIRRI Prepared by and return to: RIC FEB 18.50 Timothy G. Hains, Esq. INDEYING 1.00 Quarles& Brady LLP COPIES 2.00 Retn: 1395 Panther Lane, #300 QUARLES & BRADY Naples, Florida 34109 1395 PANTHER LANE 1300 NAPLES FL 34109 $ 60. recording RELEASE THIS INSTRUMENT is made and executed as of the/g7 day v! vl/ 008 by RK Petroleum Corp. O of� , RECITALS A. By that certain Surface Agreement (the "Surface Agreement") given by Rex Properties, Inc., a Florida corporation, and Frank J. Pepper,Jr., as Personal Representative of the Estate of Bernice D. Pepper, deceased, (collectively "Lessors") dated April 18, 1986, and recorded at Official Records Book 1191, Pages 1114 through 1118, inclusive, of the Public Records of Collier County, Florida, RK Petroleum Corp. obtained certain rights to use the surface estate of the land of Lessor("Lessor's Land")described as follows: Section 22 -SE/4 SW/4; W/2 SW/4 SE/4; E/2 E/2 SW/4 SE/4 Section 25 -All Section 26- W/2 SW/4 and SE/4 SW/4 Section 27-All Section 28 -All Section 33 - All Section 35 -N/2 Township 46 South,Range 28 East, Collier County, Florida. B. RK Petroleum Corp. desires to release its surface rights and any other rights as to Lessor's Land and also to correct a prior Release of Oil and Gas Leases. TERMS OF RELEASE In consideration of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, RK Petroleum Corp. hereby releases, relinquishes, surrenders and quit claims to the underlying current fee simple title owners of the Lessor's Land any and all right, title and interest whatsoever presently owned by the undersigned by virtue of the aforementioned Surface Agreement in and to the above described Lessor's Land. QBACTIVE\6326874.I . . 1606 Documents provided by DataTree LW via Ws proprietary inaging and delivery system.Copyright 2003,All rights reserved. *** OR: 4394 PG: 0579 *** Furthermore, RK Petroleum Corp. releases the Northwest quarter of the Northwest quarter of the Northwest quarter (NW/4, NW/4, NW/4) of Section 35, Township 46 South, Range 28 East, Collier County, Florida, from RK Petroleum Corp's Oil and Gas Lease No, 78425 dated January 24, 1984 and recorded in Official Records Book 1062, Page 1117, Collier County, Florida. This land was inadvertently omitted from the Release of Oil and Gas Leases dated September 22, 2003, and recorded in Official Records Book 3557, Page 3585, of the Public Records of Collier County,Florida. This instrument has been executed as of the date stated a.: •-. Witnesses: RK Pe, oleu . ze.rp. / k-Q.A.0/1-A 1`v-Y PIV-42 c By: Alh. 401V.41.9. ‘.11 Print Name: D l(ANN t 14,4 nn ecl,_y ' 'nted N. tephen W.Ku r ch, Vice President Print e: - y L Lis 44 A R t c (CORPORATE SEAL) STATE OF TEXAS COUNTY OF MIDLAND BEFORE ME, the undersigned authority, on this II day of p/&71i 108 - personally appeared Stephen W. Kuzmich,as Vice President of RK Petroleum Co .., a. _ GkO corporation. He( ) is personally know to me, or( )has produced a ! �''a driver license/identification card as proof ' entity. i (SEAL) igie-v_ Notary Pu A Print Name: 1624 1�car- eVh vl�1y Com i sion Expires: ?� UN NORTHERN S �� $— O lb • Mary Pali$ifed.kaa S rrollnitsstoe Limes 03419 QBACTI V E\6326874.1 0 OR Book 4425 Page 3258 16D6 Retn: 4258755 OR: 4425 PG: 3258 GRANT FRIDKIW IT AL WORDED in the OFFICIAL RBCORDS of COLLIBR COUNTY, FL RIC FEB 44,00 � 5551 RIDGBWOOD DR #501 02/06/2009 at 02:15PH DWIGHT B. BROCK, CLERK NAPLES FL 34108 ACCESS WAIVER For valuable consideration, receipt of which is hereby acknowledged, pursuant to a Settlement Agreement dated January 26, 2009 between Barron Collier Investments, Ltd., a Florida limited partnership ("BCI"), and Lake Trafford Ranch, LLLP, a Florida limited liability limited partnership ("LTF"), BCI hereby withdraws, abandons, and releases any and all claims that it may have, or could ever make, in respect to the property owned by it and legally described on Exhibit "A" hereto (the "BCI Lands") for access to, through, over, around, or under the lands owned by LTR, commonly known as the Pepper Ranch and legally described on Exhibit "B" hereto (the "Pepper Ranch"), except and preserving those rights granted to BCI pursuant to an Access Easement from LTR to BCI executed of even date herewith and recorded immediately prior to this Access Waiver. This Access Waiver is binding upon BCI, its successors, assigns, and future owners, and any persons subsequently acquiring an interest in the BCI Lands, and similarly precludes and bans them from asserting or making any such claims. It benefits LTR, its successors, assigns, and future owners of the Pepper Ranch,_ma.ma be enforced by them against BCI and its successors and assigns. .-TR C O Executed this 3ed day %f(,l/Abroa‘r 0 -it' Witnesses: • ' L R INVESTMENTS, LTD. .�!<:E': I ' a ' R + i it-d partnership wilness,�`�otjo ►PMr& V La ;r an>;-'evocable Trust Printed name of witness#1 D.V,A g s 21c:: :-neral partner Wr e # V By. r 4 10tACe- -7 r' ' I A.1.4j'!aY : :aird,Ti Printed name of witness#2 f f C '-or-Lamar Gal e Revocable Trust Dated August 29,2008 • Wime #1 � By: t/ita) � Bradley A. Boaz,Tr tee Trus Printed name of witness#1 For Lamar Gable Revocable Dated August 29,2008 • Printed nam o witness 111 • GFPAC 1/23/09 .,. 1606 OR: 4425 PG: 3259 STATE OF FLORIDA ) §§: COUNTY OF COLLIER ) I HEREBY CERTIFY that the foregoing instrument was acknowledged before me this 3 a day of ,3'.4.1 y ,2009, by Douglas E. Baird,Trustee For Lamar Gable Revocable Trust,as a General Partner of Barron Collier Investments, Ltd.,a Florida limited partnership, who ' 9- e s. , ,• . . • ru• or who produced as identification. 0044—r...) a ...<4/4"....- (SEAL_) _ Notary Public-State of Florida •y,,2 '%, CAROLYN A SHAW CAROLYN A.SHAW r MYCOMMISSIONto0676612 Printed Name of Notary EXPIRES:September 25,2011 ` Air';ni ervgedThuNotary Pt AUndewvnten My Commission Expires: q .A '-'•iD" c STATE OF FLORIDA ) / t;L�. C( COUNTY OF COLLIER ) 7L7 \T----.----71:L. :'_."."ter' I HEREBY CERTIF t(7.---- A e fottojp:mstrutient w ac nowledged before me this 3 Aday of ,32 20 ~ 'Iy• .iw i. 'r - s x For Lamar Gable Revocable Trust, as a General Partner If B.rr n C Il er In -s 'R ent• L ; Florida limited partnership, l" who is personally known to bio 61 r, dti • «. ., H as identification. c ' r (SEAL) l Notary Public-:Stats I l y ida 0 •`-:0 NA.SHAW ,r'.""li•-• CAROLYN A.SHAW r r� Y .,,.r,. y D 1 1 /,: ' 1 MY COMMISSION N OO 678612 M nzSbor7 Expzres: Ci -)....c"- 1 Vhf's�� ;' EXPIRES:SeQtember 25,2011 ' ;• eonded Thu Notary Puhk U,detwN,s r data wd real lake tralfard ranch conservation access stainer doe 1 16136 EXHIBIT I A OR: 4425 PG: 3260 All of Sections 3,4 and the North'4 of Section 5,Township 47 South,Range 28 East, Collier County,Florida. �, rR COo OP 7ITECI 160 o . ' OR: 4425 PG: 3261 EXHIBIT i 1:3 I --.... (Legal Description) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Halt (E'/) of the East Half (E%) of the Southwest Quarter (SW%) of the Southeast Quarter (SE'/.) of Section 22, Township 46 South. Range 28 East,Collier County,Florida,being more particularly described as follows: Commence at the Southeast corner of Section 22, Township 48 South, Range 28 East, Collier County, Florida; thence run S 88°57'47°W, along the south line of the Southeast Quarter (SE'/.) of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W, along the south line of the Southeast Quarter(SE'/.)of said Section 22, for a distance of 330,09 feet; thence run N 00'31'18'W fora distance of 1342 51 feet;thence run N 88'58'31°E for a distance of 330.12 feet;thence run S 00°31'14'E,for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less. Property Tax ldentificatiol //ter. 00052440003 A parcel of land lying to the/So asst Quarter(SE%)of th- Sou west Quarter(SWY.) and the West Half 1/4) bf t Southwest-Quattpr(SW/) •f thSoutheast Quarter (SE%)of Section 2 ,T ship 46 h R•nge 28 ast,Colli-r Co nty,Florida,being more particularly cn e• .-.•Io Commence at t = S• st ca er of n ,^ •• ship 46 South, Range 28 St •Ii. .,, t �• d� , nce rt.', S 88°. 24 'W,along the south li e of the S utheasr-Rua er ti Y. r7-Ted . .ii n 22 for a I distance of 1 BBQ: • to the Point of Beglnni • of th- pa e o f land herein described; the p entinue S 88'57'47" Wim{ton•• th is line of the Southeast Qua 8 • h)of said Section 22,iota, rr rtc of 660.19 feet to the South Qua e nes of said Section 22;thpno�e S 88°59'47°W along the south li o he` uthwest quarter oa Section 22, for a distance of 1321.80 t; t � rr t7 -000§14Yfor a distance of 1342.51 feel; thence run 1 c7r~a••drstance of 1324.63 feet; • thence run N 88°58'31' E, for a Bre nce of 660.24 feet; thence run S 00'3122' E for a distance of 1342.58 feet to the Point of Beginning; containing 61.13 aces,more or less. AND • Property Tax Identification Number. 00052680009 The Southeast Quarter (SE'/.) of the Southwest Quarter (SW'/.) of Section 26, Township 48 South, Range 28 East, Collier County, Florida; containing 40.38 acres more or less. AND Property Tax Identification Number. 00053000002 All of Section 28, Tovmship 46 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less AND 0 1606t 1 _ *** OR: 4425 PG; 3262 *** Property Tax identification Number. 00053920001 The Northwest Quarter (NW%.) of the Northeast Quarter (NE'/.) of the Northwest Quarter (NW%) of Section 35, Township 45 South, Range 28 East, Collier County, Florida;containing 10.09 acres more or less. AND Property Tax Identification Number: 00052640007 A parcel of land located in a portion of Section 26,Township 46 South,Range 28 East, Collier County,Florida,being more particularly described as follows: The West Half(WY.)of Section 26,Township 46 South, Range 28 East, Collier County, Florida, less the North 1451.35 feet thereof and less the Southeast Quarter (SE%) of the Southwest Quarter (SW/) of said Section 26, and less that parcel of land, as described and recorded in Official Records Book 2585 at Page 2735 through 2737,owned by South Florida Water Management District with Tax Folio Number 00052640007; containing 185.91 acres,more or less. NIQO r ( Property Tax Identifiicatlo N}r f ei(000529600Q4 All of Section 27, Township A6_South, Range 28 Ea 4 C l'er County, Florida; containing 643.59 i res rpbre or less. j—-----J"'` \I 7(--)--A24,00\y\ Property Tax Iden\\\q n um rO/ti3T�0a►t". All of Section 3 ° nship 4E South, Range 28 E`st, dt'e County, Florida; containing 708.33rre or less. _ ) AND Property Tax Identification Nu4t . OQQ53f340Q 09 '0003 N'., } � 2(--->-7 . The East Half(EY) of the East fiat (kt4).bf t ' - fNcfrthwest Quarter(NWY.); and the Northeast Quarter(NE'/),less the East 30 feet and the Northerly 30 feet for public road right-of-way per dedication thereof recorded in Plat Book 12, Page 87 (known as . Pepper Road), Section 35, Township 46 South. Range 28 East, Public Records of Collier County, Florida, less 2,29 acres in the Northeast Quarter (NEN) described in Deed recorded in Official Records Book 1834, Page 216; also less the real property described in Quit Claim Deed recorded in Official Records Book 49, Page 4; and in Official Records Book 280,Page 480;and in Official Records Book 282, Page 283;and in Official Records Book 289, Page 910; all of the Public Records of Collier County, Florida; AND The Southwest Quarter (SW'/.) of the Northwest Quarter (NW'/.); and the West Haff (W1/2) of the Southeast Quarter (SE%,) of the Northwest Quarter (NW'/,); and the Southwest Quarter(SW/) of the Northeast Quarter (NE%) of the Northwest Quarter (NW'/.); and the South Half (SY) of the Northwest Quarter (NW/) of the Northwest Quarter(NW%);and tt►e Northwest Quarter(NW'/.)of the Northwest Quarter(NW%)of the Northwest Quarter(NW%);and the West Half(WX)of the Northeast Quarter(NE%) of the Northwest Quarter (NW%) of the Northwest Quarter (NW%) of Section 35, Township 46 South, Range 28 East, Collier County, Florida; containing 208.83 acres, more or less. The fore mentioned parcels equates to 2,511.90 acres,more or less. €(5:?: N. 160 6 THIS PAGE INTENTIONALLY LEFT BLANK OR Book 4425 Page 3263 16D 4258756 OR: 4425 PG: 3263 \\X' Prepared by: RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL Jennifer A.Belpedio, Esquire 02/06/2009 at 02:15PK DWIGHT B. BROCK, CLERK Office of the County Attorney RBC FIE 131.50 3301 East Tamiami Trail DOC-.70 .70 Naples,Florida 34112 (239)252-8400 Retn: GRANT FRIDKIN IT AL 5551 RIDGEWOOD DR ¢501 NAPLES FL 34108 ACCESS EASEMENT THIS ACCESS EASEMENT is granted this 2 day of Searw• 2009, by Lake Trafford Ranch, LLLP, a Florida limited liability limited partnership, a ("Gr for"), in favor of BARRON COLLIER INVESTMENTS,LTD.,a Florida limited partnership("Grantee"). RECITALS: A. Grantor is the owner of that certain parcel of land located in Collier County, Florida, commonly known as the"Pepper Ranc " as more particularly described in Exhibit"A" attached hereto(hereinafter"Grantor' rombeir 11, B. Grantee owns . scribed in Exhib "Wet. `Grantee's Property") that abutts Grantor's Property;and C. Grantor h.s a:eed to gra i aseme t for ac.ess o Grantee over a portion of Grantor's Property. NOW, THERE I ' , • r�or .11117)co ' r. iron of the sum of ten dollars ($10.00) and other valua. .'nsideration paid bye Gr me= #ii receipt of which is hereby acknowledged: 1. Grantor does hereby r:1 to Grantee, a pe .esu , non-exclusive easement (the "Easement") over and across th•f., ort o f Grantoi s` r perry described on Exhibit "C" (the "Servient Estate") for the purpose o in r>'s1 a§ r sss'to and from Grantee's Property as the dominant estate. It may not be used for above or underground utilities. Use of the Easement is limited to ingress and egress that serves those activities now carried out on Grantee's Property which consist of cattle grazing and ranching, hunting, and forestry, all as defined below (the "Current Usage"),and activities that result in no greater degree, frequency,or burden of usage of the Easement than does the Current Usage. No activities or improvements to the Easement shall be made that will adversely affect the general conservation value of the Grantor's Property, or its value specifically for panthers; provided that Grantee shall be permitted to keep such access open and useable. Grantor retains, and shall have the right to use, the Servient Estate in any and all ways that are not inconsistent with and that do not unreasonably interfere with the Easement. 2. Cattle grazing and cattle ranching mean the use of Grantee's Property as pasture for cattle feeding and sustenance, as well as all activities that are usually and customarily associated therewith based on accepted agricultural practices,as from time to time exist. Forestry means the periodic thinning, clearing, and harvesting of trees and vegetation that naturally grow on the Grantee's Property. Hunting means non-commercial recreational hunting, shooting and trapping of wildlife as exists on Grantee's Property. 1606 , . OR: 4425 PG: 3264 3. Grantor covenants that it has the right to grant, convey and declare the Easement, and that Grantee shall have quiet and peaceful use,enjoyment and possession thereof. 4. The Easement granted herein is appurtenant to and shall run in favor of Grantee and its successors in title to the Grantee's Property and shall be binding upon Grantor and its successors in title to the Servient Estate. Grantee and its successors in title to the Grantee's Property agree not to seek an expansion of access rights for future development or any other use. 5. Grantor and any successor owner of Grantor's Property has the right,from time to time, to relocate the Easement from the Servient Estate to a new location so long as it provides substantially comparable access to Grantee's Property. In such case, Grantee, its successors and assigns, shall execute a consent to the termination of the Easement upon its relocation and replacement of the Easement by Grantor (hereinafter "Replacement Easement"). The Replacement Easement must be of substantially the same quality and practicability as the Easement granted herein. Grantor agrees to assume any expense directly related to the relocation-o • asement and any improvements to the Replacement Easement. __ R -SOU AtL� 6. The cost of maint ' eh Easement shall Ysh. ed equally between Grantor and Grantee. The Ease nt sliallbeThaintainesip.s a lim ro or similar semi-improved rural road as the road wiin rt haJ ee histo 'cally se . The Grantee shall be responsible to keep th- n• so, f` 1;a e , on its western end clear of vegetation and other ob.tru io s, 1 a i ; Kr• s)5Y Grantee. '� IN WITNESS • +' OF, Grantor has • e' ,yr presents to be executed on the date and year first aboimnen. �L,J Signed and delivered in our presence: GRANTOR: --SS--\--- ----Th Lake Trafford Ranch,LLLP Witnes #1 iZ.GN•,a-CS C• GC-t`u0-- By; /li Printed name of witness #1 Thomas M.Taylor Witness #2i 3 n�NIFE._ '3• tom+\tT'F By: �'C, t Printed name of witness#2 Christopher L. Allen , C.) Page 2 of 3 1 6 D 6 011: 4425 PG: 3265 As its sole general partners STATE OF FLORIDA ) §§: COUNTY OF COLLIER ) IEREBY CERTIFY that the foregoing instrument was acknowledged before me this ,.. day of February 2009, by Thomas M. Taylor, as general partner of_14e Trafford Ranch, LLLP, a Florida limited liability limited partnership, who ' ersonal own to m- or who produced as identification. Cu l -71.x. , 4, (SEAL) Notary Public-State of Florida Printed Name of Notary V goir . Expires: FREDIAAN 4J� ,• MY COTMMISS 187 EXPIRES:Febnmiy 22,2011 R! • 1YyRlbthd""A"' STATE OF FLORIDA ) 0 pv 1-4 COUNTY OF COLLIE' I j-IEREBY CER that the foregoing o, acknowledged before me this day of Febru• ' 4009 by Christopher L; l , as general partner of_Labe Trafford Rannch, LLLP, a Fl. d ti 'ted liabili k't,rt partnership, who is erson own to me r who produced as identification. (SEAL) Notary Public-State of Florida Printed Name of Notary My Commission Expires: ,/ TARA FRIEDMAN A !! iA MY COIR ISSION 1 DO 643187 J�� ` EXPIRES:Febiva v 22,2011 ��.•• ea,d.o n.0 vinic uaatrla,, r Waa\rcdreaNake vafford ranclOaccess eaumeet.doc i1 Page 3 of 3 �; 16E1 6 1 OR: 4425 PG: 3266 EXHIBIT _ Pi (Legal Description) Property Tax Identification Number. 00052360002 A parcel of land lying in the East Half (EYE) of the East Half (E%:) of the Southwest Quarter (SW%) of the Southeast Quarter (SEY+) of Section 22, Township 46 South, Range 28 East,Collier County,Florida,being more particularly described as follows: Commence at the Southeast corner of Section 22, Township 48 South, Range 28 East, Collier County, Florida;thence run S 88°57'47"W,along the south line of the Southeast Quarter (SEY.) of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described;thence continue S 88°57'47"W,along the south line of the Southeast Quarter(SE%)of said Section 22,for a distance of 330.09 feet;thence run N 00'31'18'W fora distance of 1342 51 feet;thence run N 88°58'31°E for a distance of 330.12 feet;thence run S 00.31'14'E,for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less, Property Tax Identificatio w fbi~rt- 000 h A parcel of land lying to the utheast Quarter(SE%)of the Sou est Quarter(SW%) and the West Half h) of` e �r est_Qusr(SW'/.) f th'Cd Southeast Quarter (SE%)of Section 2 ,T ship 6 R•nge 28 ast,C r nty,Florida,being more particularly .- . •.e to . i Commen et - au st co a ••f 'on�T�2;fT shi 46 South, Range 28 as •II r (��io�' - ce rd S 88 .:y 'W, along the south li ' th outhe'sst' ua ark,.E''/.) d i n 22 for a distance of to the Point of Beglnn oft q land herein I �� . W.x h described; lento ontinue S 88'57'47" T on th line of the Southeast Quatrt� Y.)of said Section 22,Y d' of 660,19 feet • to the South Quergot.,er of said Section 22;th 2e S 88°59'47'W along the south l (of t outhwest qua F o%, dli' tion 22, for a distance of 1321.80 - 'ffi for a distance of 1342.51 feet; thence run 1 1)f-distance of 1324.63 feet; thence run N 88'58'31' E, for istande-Of 660.24 feet; thence run S 00'31'22' E for a distance et 1342.58 feet to the Point of Beginning; containing 61.13 acres,more or fess. AND • Property Tax identification Number 00052680009 The Southeast Quarter (SEY.) of the Southwest Quarter (SWY.) of Section 26, Township 48 South, Range 28 East, Collier County, Florida; containing 40.38 acres more or less. • AND Property Tax Identification Number, 00053000002 All of Section 28, Township 46 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less, AND G 6 16Db . . OR: 4425 PG: 3267 Property Tax Identification Number. 00053920001 The Northwest Quarter (NW''/.) of the Northeast Quarter (NE%) of the Northwest Quarter (NW%) of Section 35, Township 46 South, Range 28 East, Collier County, Florida;containing 10.09 acres more or less. AND Properly Tax Identification Number: 00052640007 A parcel of land located in a portion of Section 26, Township 46 South, Range 28 East, Collier County, Florida,being more particularly described as follows: The West Half(W%)of Section 26,Township 46 South, Range 28 East, Collier County, Florida, less the North 1451,35 feet thereof and less the Southeast Quarter (SE%) of the Southwest Quarter (SW'/.) of said Section 26, and less that parcel of land, as described and recorded in Official Records Book 2585 at Page 2735 through 2737,owned by South Florida Water Management District with Tax Folio Number 00052640007; containing 185.91 acres, more or less. Property Tax Ident catigrf,l e: 00052960004 V All of Section 27, i7ownstp_.46._S.QuthCollar County, Florida; containing 643.59 acres ore) r.(e�ss. \----------r' / '''''L. °N Property Tax Idertitifica n um k:„7---4"...43)0 0 `i+ I All of Section 34 Tow ship 48 South, Rang 28 st, ellite County, Florida; containing 706.33 a te,O, re or less. r P'. AND '-li / ,..% 74c...) Property Tax Identification 0 QQ 53840_000- 040003 The East Half(E%) of the East'Half_t%), f ,'Northwest Quarter(NW'/.); and the Northeast Quarter(NE'/),less the East 30 feet and the Northerly 30 feet for public road right-of-way per dedication thereof recorded in Plat Book 12, Page 67 (known as Pepper Road), Section 35, Township 46 South, Range 28 East, Public Records of Collier County, Florida, less 2.29 acres in the Northeast Quarter (NE'/.) described in Deed recorded in Official Records Book 1834, Page 216; also less the real property described in Quit Claim Deed recorded in Official Records Book 49, Page 4; and in Official Records Book 280,Page 480;and in Official Records Book 282,Page 283;and in Official Records Book 289, Page 910; all of the Public Records of Collier County, Florida; AND The Southwest Quarter (SW%) of the Northwest Quarter (NW'.); and the West Half (W14) of the Southeast Quarter (SE'/,) of the Northwest Quarter (NW'/,); and the Southwest Quarter(SW'/.) of the Northeast Quarter (NE'/.) of the Northwest Quarter (NW'/.); and the South Halt(5%) of the Northwest Quarter (NW%) of the Northwest Quarter(NWA); and the Northwest Quarter(NW'/.)of the Northwest Quarter(NW'/.)of the Northwest Quarter(NW'/.);and the West Half(W%)of the Northeast Quarter(NE'/.) of the Northwest Quarter (NWY.) of the Northwest Quarter (NW%,) of Section 35, Township 46 South, Range 28 East, Collier County, Florida; containing 208.83 acres, more or less. The fore mentioned parcels equates to 2,511.90 acres,more or less. 160 EXHIBIT 1 p, OR: 4425 PG: 3268 All of Sections 3,4 and the North Vz of Section 5,Township 47 South,Range 28 East, Collier County,Florida. oV,R COL/A, 74_4. (,) 04, 'HE . 1 , . . i 1CM Ic HOLE MONTES ENGgNEERS 'LAANE'n_ 5,�.,•':;; ,.442SCAPE ACC.IEC • 950 Encore Way• Naples Florida 34110•Phone 239 254 2000•Fax 239 254 2075 HM PROJECT#2001111 1/28/09 REF DWG#B-6446-1 PAGE 1 OF 4 LEGAL DESCRIPTION; A 15.00 FOOT WIDE STRIP OF LAND LOCATED IN A PORTION OF SECTIONS 26,27,28,33 AND 35,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA,LYING 7.50 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION 26,TOWNSHIP 46 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA,THENCE RUN S.00°58'38"E.,ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 35,TOWNSHIP 46 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA, FOR A DISTANCE OF 30.00 FEET;THENCE RUN S.89°01'22'W., FOR A DISTANCE ,S•- TO THE POINT OF BEGINNING OF THE CENTERLINE HEREIN DESC II L-� ` G i • 0°58'38'W., PARALLEL TO THE EAST LINE OF THE NORTHWEtc.� LY R OF S•ID I N 35, FOR A DISTANCE OF 29.98 FEET;THENCE RUN N.01C0 5'W., PARALLEL Te E ST LINE OF THE SOUTHWEST QUARTER OF/SAI 26, FOR A DIS •NGS OF 1238.43 FEET;TO THE BEGINNING OF A TA GENII ICULAR-CU E, CO CA E SOUTHWESTERLY; THENCE RUN NORTHWE TELLY ALO T'= ARC OF SAID U VE TO THE LEFT, HAVING A RADIUS OF 80 00 - ' s 1 • • L OF 90°06'24", SUBTENDED BY A CHOR OI 1 3.2• F�A • �: •RI e • N.4 °12'27'W., FOR A DISTANCE OF 125.81 FE p-T• T T. F . •I• CUR '1 ; I H t,i RUN S.88°44'21"W., FOR A DISTANCE OF 241 4 ;TO E B a NIN OF GENTIAL CIRCULAR CURVE, CONCAVE NORT ` TERLY;THENCE R ' NO--1/St ALONG THE ARC OF � SAID CURVE TO THE RIGH 11�i ING A RADIUS CF-1V0 Fe ,THROUGH A CENTRAL ANGLE OF 90°32'26", SUBT CE Y A CHORD OF T AT A BEARING OF •� N.45°59'26"W., FOR A DISTAN t'� , .33 FEET T. �J OF SAID CURVE;THENCE iv RUN N.00°43'13"W., FOR A DISTA )a r . • CE TO THE BEGINNING OFA c" TANGENTIAL CIRCULAR CURVE, C `OU_ WESTERLY; THENCE RUN •-d NORTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 70.00 FEET,THROUGH A CENTRAL ANGLE OF 90°34'20",SUBTENDED BY A CHORD OF 99.49 FEET AT A BEARING OF N.46°00'23"W., FOR A DISTANCE OF 110.65 FEET TO N THE END OF SAID CURVE;THENCE RUN S.88°42'26'W., FOR A DISTANCE OF 1829.65 FEET;THENCE RUN N.88°23'51"W., FOR A DISTANCE OF 333.91 FEET;TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 125.00 FEET, THROUGH A CENTRAL ANGLE OF 55°08'22", SUBTENDED BY A CHORD OF 115.71 FEET AT A BEARING OF S.64°01'58"W., FOR A DISTANCE OF 120.30 FEET TO THE END OF SAID CURVE; THENCE RUN S.36°27'47"W., FOR A DISTANCE OF 64.98 FEET; TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE NORTHERLY;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 200.00 FEET,THROUGH A CENTRAL ANGLE OF 42°33'01", SUBTENDED BY A CHORD OF 145.14 FEET AT A BEARING OF S.57°44'18'W., FOR A DISTANCE OF 148.53 FEET TO THE END OF SAID CURVE; THENCE RUN S.79°00'48"W., FOR A DISTANCE OF 196.62 FEET;THENCE RUN S.86°34'54"W., FOR A DISTANCE OF 1589.15 FEET;THENCE RUN 5.85°42'33"W., FOR A DISTANCE OF 1968.01 FEET;TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE SOUTHEASTERLY;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE 0H:\2001\20011111W P\SOUTHPRROADSL-1.doc 6 i6D6 . . 011: 4425 PG: 3270 HM PROJECT#2001111 1/28/09 REF DWG#6-6446-1 PAGE 2 OF 4 TO THE LEFT, HAVING A RADIUS OF 85.00 FEET,THROUGH A CENTRAL ANGLE OF 116°18'47",SUBTENDED BY A CHORD OF 144.41 FEET AT A BEARING OF S.27°33'10"W., FOR A DISTANCE OF 172.55 FEET TO THE BEGINNING OF A REVERSE CURVE,CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 468.01 FEET,THROUGH A CENTRAL ANGLE OF 22°24'56", SUBTENDED BY A CHORD OF 181.93 FEET AT A BEARING OF S.19°23'46"E., FOR A € DISTANCE OF 183.10 FEET TO THE BEGINNING OF A COMPOUND CURVE,CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE I RIGHT,HAVING A RADIUS OF 2260.02 FEET,THROUGH A CENTRAL ANGLE OF 8°52'44", SUBTENDED BY A CHORD OF 349.87 FEET AT A BEARING OF S.03°44'56"E., FOR A DISTANCE OF 350.22 FEET TO THE BEGINNING OF A REVERSE CURVE,CONCAVE EASTERLY;THENCE RUN SOUTHERLY, X71 T I ARC OFoSNAIDC OUR 2E 102THE LEFT, HAVING A RADIUS OF 5352.89 FE T�7 fij `�.; SUBTENDED BY A CHORD OF,2 5455 ET ATA BEA S.00°24'25"E., FOR A DISTANCE OF 205.06 FEET T EGINNING OF A MP ND CURVE,CONCAVE EASTERLY;THENCE RUN HAVING A RADIUS OF 316 1 FJGtfiA f TRAL\Y,..A.LONG THE ARC FI SAID E OF 20E 609 HE LEFT, SUBTENDED BY A CHOR O 111.56 FJ-'• A BEARI G O S. 1°38'31"E.,FOR A DISTANCE OF 112.14 FE T T E TI� t '• E URVE,CONCAVE WESTERLY;THENCE RU S U HE L ALO i'PH` SAI CURVE TO THE RIGHT, HAVING A RADIU‘,60 8 E.T, - `!UGH N ' ANGLE OF 17°14'47", SUBTENDED BY A CHOR1714 F A • = ARIt� O °09'22"E., FOR ADISTANCE OF 174.80 FE ` THE END OF SAID :' -Vq; THEACE RUN S.04°31'58"E., FOR A DISTANCE OF 310.0$$ T;THENCE RUN S?�f 1°3�i' ,/FOR A DISTANCE OF 140.46 FEET;TO THE BEGINN G F A TANGENTIAL :0 A CURVE, CONCAVE E TO LEFT, AVE EASTERLY;THENCE RUN SOU. a E ALONG T A' HAVING A RADIUS OF 152.13 FE Tii .. ANGLE OF 37°24'10", SUBTENDED BY A CHORD OF 97.56 FE T(A 816PARI G OF S.19°18'37"E., FOR A DISTANCE OF 99.31 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 200.00 FEET,THROUGH A CENTRAL ANGLE OF 33°50'05", SUBTENDED BY A CHORD OF 116.40 FEET AT A BEARING OF S.21°05'39"E., FOR A DISTANCE OF 118,11 FEET TO THE END OF SAID CURVE;THENCE RUN S.04°10'36"E., FOR A DISTANCE OF 984.89 FEET;TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 100.00 FEET,THROUGH A CENTRAL ANGLE OF 21°37'17",SUBTENDED BY A CHORD OF 37.51 FEET AT A BEARING OF S.14°59'15"E., FOR A DISTANCE OF 37.74 FEET TO THE END OF SAID CURVE;THENCE RUN S.25°47'53"E., FOR A DISTANCE OF 365.34 FEET;TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 575.00 FEET,THROUGH A CENTRAL ANGLE OF 63°11'57",SUBTENDED BY A CHORD OF 602.58 FEET AT A BEARING OF S.05°48'05"W., FOR A DISTANCE OF 634.24 FEET TO THE END OF SAID CURVE; THENCE RUN S.37°24'03"W., FOR A DISTANCE OF 1123.09 FEET;TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE EASTERLY;THENCE RUN SOUTHERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 329.61 FEET, THROUGH A CENTRAL ANGLE OF 67°05'00", SUBTENDED BY A CHORD OF 364.24 FEET 0 H:\2001 X2001111\W P\SO UTHPRROADS L-1.doc 1 6 io 6 , • . OR: 4425 PG: 3271 HM PROJECT#2001111 1/28/09 REF DWG#B-6446-1 PAGE 3 OF 4 AT A BEARING OF S.03°51'33"W., FOR A DISTANCE OF 385.91 FEET;TO THE BEGINNING OF A REVERSE CURVE, CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 171.86 FEET, THROUGH A CENTRAL ANGLE OF 29°55'47", SUBTENDED BY A CHORD OF 88.76 FEET AT A BEARING OF 5.14°43'04"E., FOR A DISTANCE OF 89.77 FEET TO THE BEGINNING OF A REVERSE CURVE,CONCAVE EASTERLY; THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 3516.56 FEET, THROUGH A CENTRAL ANGLE OF 8°10'26", SUBTENDED BY A CHORD OF 501.26 FEET AT A BEARING OF S.03°50'23"E., FOR A DISTANCE OF 501.68 FEET TO THE BEGINNING OF A REVERSE CURVE,CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 410.14 FEET,THROUGH A CENTRAL ANGLE OF 31°19'23", SUBTENDED BY A CHORD OF 221.44EET TA$€ARING OF S.07°44'05"W„ FOR A G,I tt DISTANCE OF 224.22 FEET TO THfr-B 11NG-6 61f EVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTH 6 L ;ALONG T EA 9 cpF,SAID CURVE TO THE LEFT, HAVING A RADIUS OF 189.86 rE T/THR000H A CENTRALAN,GLE OF 31°02'51", SUBTENDED BY A CHORD OF 104.53_FEET AT A BEARING`OF 8\07°52'21'W., FOR A DISTANCE OF 102.88 FEET/TO THB4E DD OF-SAID CURVE; TITCE RUN S.07°39'05"E., FOR A DISTANCE OF 287.0 FET TO TiE-BEGINNINGOF A�'ANGENTIAL CIRCULAR CURVE, CONCAVE NORTHEA T5-R0;,TH - �f��' +n�s T, 'ts' ST'ERLY,ALONG THE ARC OF SAID CURVE TO THE HEFTY HAVIIiG p,F3A IU OFI 11024 1 rEEIC, THROUGH A CENTRAL ANGLE OF 31°25'43 �S sjENDED,BY kCHOFID QF/564:96 FEET AT A BEARING OF S.23°21'56"E., FOR A D'`ST NCEOF 561:98 Z,Z�,,TOc'W EGl$JNING OF A REVERSE CURVE, CONCAVE WESTERt \THENCE RUN SOUT,h ERLY, LONG THE ARC OF SAID CURVE TO THE RIGHT, HAV �A RADIUS OF 441,77, {� �T;'T03OUGH A CENTRAL ANGLE OF 67°43'42", SUBTEN kHD`BYA CHORD OF 492. FIx �F AT A BEARING OF S.05°12'56"E., FOR A DISTANCFD522,22 FEET TO5H + GINNING OF A REVERSE CURVE, CONCAVE EASTERLY; TEFNC,EfCIN 9p; ER�Y ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUjj�7F 200.4 2E1=T,THROUGH A CENTRAL ANGLE OF 46°12'48", SUBTENDED BY A CHORD OF 156.98 FEET AT A BEARING OF S.05°32'31"W., FOR A DISTANCE OF 161.31 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 350.00 FEET,THROUGH A CENTRAL ANGLE OF 52°50'41", SUBTENDED BY A CHORD OF 311.49 FEET ATA BEARING OF 5.08°51'28"W., FOR A DISTANCE OF 322.81 FEET TO THE END OF SAID CURVE;THENCE RUN S.35°16'48"W., FOR A DISTANCE OF 298.12 FEET;TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE NORTHERLY; THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, THROUGH A CENTRAL ANGLE OF 19°36'39", SUBTENDED BY A CHORD OF 170.30 FEET AT A BEARING OF S.45°05'08"W., FOR A DISTANCE OF 171.14 FEET TO THE POINT OF TERMINATION; CONTAINING 6.938 ACRES, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS RESERVATIONS OR RESTRICTIONS OF RECORD BEARINGS SHOWN HEREON REFER TO THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 35,TOWNSHIP 46 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA AS BEING S.00°58'38"E. H:1200112001111\WP1SOUTHPRROAUSL-1.doc 0 16D6 OR: 4425 PG: 3272 HM PROJECT#2001111 1128/09 REF DWG#B-6446-1 PAGE 4 OF 4 SIDELINES OF THE HEREIN DESCRIBED CENTERLINE ARE TO BE LENGTHENED OR SHORTENED TO MEET THE ANGLE POINTS FORM AND TO A LINE WHICH RUNS PERPENDICULAR TO THE POINT OF BEGINNING AND TO THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 33,TOWNSHIP 46 SOUTH, RANGE 28 EAST, COLLIER COUNTY,FLORIDA WHICH BEARS N.88°22'39"E.TO THE POINT OF TERMINATION. HOLE MONTES, INC. CERTIFCA1 t OF AUTHORIZATION LB#1772 aII s 8 1.'!: " �. Tilt)MA8.1Vl. 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Ji2 %/ . ~° )9.)734 , 0 p \ C49i6111 ;:l. 2 &\ §§§S2 k \ \D-‘, e \ NI « �� c M 14 k %\ 9 I ® /| I &c --t c /\ #© gm o =§ ,Q q, ■ n \ 47, (.1.)q C23 iji. 9| ic cz • « .§ i ,z %\ ]q �K > § }r \� CI {{� I- I- 0 ° ri q ) m 7) -I a 0 2 G o ! \ ® IE OR Book 4425 Page 3280 160 6 ' CONSERVATION COLLIER Tax Identification Numbers: 00052360002,00052440003,00052640007, 00052680009,00052960004,00053000002, 00053200006,00053840000,00053920001&00054040043258758 0„; 4425 rjC PG; 3280 Prepared by: RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL Jennifer B.White,Esquire 02/06/2009 at 02:28PN DWIGHT 8, BROCK, CLERK Office of the County Attorney CONS 32525080,02 3301 East Tamiami Trail RBC FEE 69.50 Naples,Florida 34112 DOC-,10 221675,70 (239)252-8400 COPIES 18.00 Retn: REAL PROPERTY NANAGENENT ATTE:CINDY 8I? 8911 INTEROFFICE WARRANTY DEED THIS WARRANTY DEED is made this zb day ofS'r`^`"T 2009, by LAKE TRAFFORD RANCH LLLP,a Florida limited liability limited partnership, by its undersigned General Partners, whose address is 481 Carica Road, Naples, FL 34108, (hereinafter referred to as "Grantor"), to COLLIER COUNTY, a political subdivision of the State of Florida, its successors and assigns, whose post office address is 3301 Tamiami Trail East, Naples, Florida, 34112 (hereinafter referred to as "Grantee"). (Wherever used herein the terms"Grantor"and"Grantee"include all the parties to this instrument and their respective heirs,legal representatives,successors and assigns.) WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other vJuatj t-aq pration, receipt whereof is hereby acknowledged, hereby grants, tgair s;setts •afe sf;'remises, releases, conveys and confirms unto the Grantee,aJI'tii certain land situe llier County, Florida,to wit: THE PROPERTY/DESCRIBED O EXHFJ3IT"A`LESS AND EXCEPT THEREFROM THE P?RTI(N M ERE\ F.gE- >,5y BED ON EXHIBIT"B" Subject to conditid .e. n n s rs r tions acd aservations of record. THIS IS VACANT, t:4NI' PROVED,AND ROT HOMESTEAD PROPERTY. r y%1 Provided, however, then (4.hereby reserve,dzanViretained by Grantor and not conveyed (1) all oil, gas, and min64jipht—on- "s,gNgftion of the Property described in Exhibit"C"the"Reserved Mineral E-stiter) l irj below a depth of 150 Feet beneath the surface together with a right of entry to explore, extract, remove such oil, gas and minerals thereon and therefrom; and (ii) all rights, benefits, revenues, and entitlements as the lessor under and pursuant to leases as described and identified on Exhibit"D". There is also retained by Grantor and not hereby conveyed the Stewardship Sending Area Credits applicable to the Property established pursuant to the existing Stewardship Easement Agreement by and between Grantor and Grantee, recorded in Official Records Book 4089, at Page 3837, of the Public Records of Collier County, Florida. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except as noted above. THIS ACCEPTED BY BOARDCANCE OFVCOUNTY COMMISSIONERS.f COLLIER COUNTY, FLORIDA. y PURSUAt1T TO AGENDA, L11' ,,t., DATED: lilt())200 ITEM HO. /oS ID7)20r4 374,- uv• OR; 4425 PG: 3261 1 6 0 6 IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. WITNESSES: t �� LAKE TRAFFORD RANCH, LLLP, (Signature) a Florida limited liability limited partnership - (Print Name) !�1 -r— - �� y,. THOMAS M.TAYLOR,as General Partner (Signature -SE,N N—I'r£.2 B. LO+-ISl L. (Print Name) STATE OF FLORIDA COUNTY OF COLLIER Id `j, (The foregoing Warranty Deed was acknowledged before me this c� day of t.f.%-0._CcL , 2009 by Thomas M. Taylor, as General Partner on behalf of Lake afford Ranch, LP, a Florida limited liability limited partnership, who i<personally known to, me or who has produced __._as identification. (affix notarial sear 'g cliff :ECL ' ' + _Pis1 ,.�-- ra�u (Sign.urr3gf 'Jo>\ry Public) : .. Ler co�+ iotr'robsea167 ,•,'�,.` EXPIRES'Feduery X2011'--- .4.::- e«awnwwwtwki eirts ____—_—,f-` \ — ....=.<11R tint, ame ,Notary Public) i � �� paAR �? BLIC 1 ( ) e tar/Co. pis tion#: (`a �'/ X.Q" ,t?rty om.''s io i E)cbires: \f, � \"( LA ,R&-.)‘OR,R&-.)‘ORD RANCH, LLLP, (Signature) (j FlQr 4a.liPnited liability limited partnership TIE Ciy- (Print Name) -r-:- I I BY: C O\til Ai CHRISTOPHER ALLEN,as General Partner Q,`Q.14. . r` (Signature) 5£N1\3 t FE,cz B.WET£. (Print Name) STATE OF FLORIDA COUNTY OF COLLIER {The foregoing Warranty Deed was acknowledged before me this r� day of r1�tJLt k C , 2009 by Christopher L. Allen, as General Partner on behalf of Lake Off, ord RanctLLLP, a Florida limited liability limited partnership, who i rso y known to or who has produced as i.i, ification. (affix notarial seal) di C -CL n'L'a (Si'cure of Notary Public) RA FROMM 7. % MY COMMISSIc*4 oo643187 'z EXPIRES:Fetenry22,2o11 (Print Name of Notary Public) 'h Ocreed Thm Wiangltec UndersimNOTARY PUBLIC !=-+rt::ra:.c•to form&legal nufieiltm y Serial/Commission#: My Commission Expires: C?: I Aeatetnnt County Attoraeg 5E kW.-E R 6, L --IZI E_ 1606 OR: 4425 PG: 3282 i Exhibit "A" (Legal Description) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half (PA) of the East Half (EA) of the Southwest Quarter (SW%) of the Southeast Quarter (SE%) of Section 22, Township 46 South, Range 28 East, Collier County,Florida,being more particularly described as follows: Commence at the Southeast corner of Section 22, Township 46 South, Range 28 East, Collier County, Florida; thence run S 88°57'47"W, along the south line of the Southeast Quarter (SEV) of said Section 22 for a distance of 1320.38 feet to the Point of Beginning of the parcel of land herein described; thence continue S 88°57'47"W, along the south line of the Southeast Quarter(SE%)of said Section 22,for a distance of 330.09 feet;thence run N 00°31'18"W for a distance of 1342.51 feet;thence run , N 88°58'31° E fora distance of 330.12 feet; thence run S 00°31'14"E, for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres,more or less, AND Property Tax Identification Nu .br; ,V7,' '$+ $1. ., A parcel of land lying in a-,/;,--,:\theast Quarter(SE7+ tf)�Southwest Quarter(SW'%) and the West Half (W'2)of;the Southwest Quarter (S `,'/.) of the Southeast Quarter (SE%)of Section 22, ownshlp-46 South, Rar 9e 28 East, , oilier,County,Florida,being more particularly describes astfollow : 1 Commence at th iS t ut east c?lr f ec1 wnShip 46 South, Range 28 East, olli r Ccunt&, f ionda;i e i S >8°57'47"W, along the south lin'ecrof he�9(.1theaS�Q�asteft (SE%_offsai 1Section 22 for a distance of 1 0: to"th`e Point of Eeginning o ti pat pf of land herein described; th nce continue S 88°57'47" ,aloe g tfriassouth line of the Southeast Quarte (£�E'/.)of said Section 22 for a�l tapde of 660.19 feet to the South Qua r.comer of said Section 22;-tt7enCe'f5Jn S 88°59'47"W1 along the south 1i et° the southwest quarter sald Section 22, for a distance of 1321.8 feet;'thence run,�l--0Q° � "'W for a distance of 1342.51 feet; thence en.N` i3.° ..9'17'�a {ot distance of 1324.63 feet; thence run N 88°58'31" E for-aAistanceo 660.24 feet; thence run S 00°31'22" E for a distance of 1342.58 feet to the Point of Beginning; containing 61.13 acres,more or less. AND Property Tax Identification Number. 00052680009 The Southeast Quarter (SE%) of the Southwest Quarter (SW%) of Section 26, Township 46 South, Range 28 East, Collier County, Florida; containing 40.38 acres more or less. AND Property Tax Identification Number: 00053000002 All of Section 28, Township 46 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less. AND 1 of 2 160 6 1 OR: 4425 PG: 3283 3 -� 1 Property Tax Identification Number: 00053920001 The Northwest Quarter (NW' ) of the Northeast Quarter (NE%) of the Northwest Quarter (NW%) of Section 35, Township 46 South, Range 28 East, Collier County, Florida;containing 10.09 acres more or less. AND Property Tax Identification Number: 00052640007 A parcel of land located in a portion of Section 26,Township 46 South, Range 28 East, Collier County, Florida,being more particularly described as follows: The West Half(WA) of Section 26, Township 46 South, Range 28 East, Collier County, Florida, less the North 1452.35 feet thereof and less the Southeast Quarter(SEA)of the Southwest Quarter(SW%)of said Section 26, and less that parcel of land, as described and recorded in Official Records Book 2585 at Page 2735 through 2737, owned by South Florida Water Management District with Tax Folio Number 00052640007; containing 185.91 acres,more or less. AND Property Tax Identification Nyrril , 760*296 h 1 All of Section 27, To +46 South, Range 28\East, Collier County, Florida; t containing 643.59 acr Jeffs ) D Property Tax Ident' cats NUmts r. 0 536 All of Section 33, 7o shh'tp6� Qttttl .age 2 t, di)ier County, Florida; containing 706.33 a \l ore or less. a /4-:; '� AND ' �C�7 Property Tax Identificatio �Jfidlppr5�00053840009&`( ?,54 40003 The East Half (E'/:) of the Ea-sffiatr (tj41�oft.�te9ofthwest Quarter (NW%); and the Northeast Quarter(NE'/.),less the Ea t-30 feet ind the Northerly 30 feet for public road right-of-way per dedication thereof recorded in Plat Book 12, Page 87 (known as Pepper Road), Section 35, Township 46 South, Range 28 East, Public Records of Collier County, Florida, less 2,29 acres in the Northeast Quarter (NE'/,) described in Deed recorded in Official Records Book 1834, Page 216; also less the real property described in Quit Claim Deed recorded in Official Records Book 49, Page 4; and in Official Records Book 280,Page 480;and in Official Records Book 282, Page 283;and in Official Records Book 289, Page 910; all of the Public Records of Collier County, Florida; AND The Southwest Quarter (SW'/.) of the Northwest Quarter (NW'/4); and the West Half (WYE) of the Southeast Quarter (SE%) of the Northwest Quarter (NW'/.); and the Southwest Quarter (SW%) of the Northeast Quarter (NE%) of the Northwest Quarter (NW'/A); and the South Half (SYa) of the Northwest Quarter (NW%) of the Northwest Quarter(NW'/.); and the Northwest Quarter(NW'/,)of the Northwest Quarter(NW'/.)of the Northwest Quarter(NW%); and the West Half(W%)of the Northeast Quarter(NE%) of the Northwest Quarter (NW%) of the Northwest Quarter (NW%) of Section 35, Township 46 South, Range 28 East, Collier County, Florida; containing 208.83 acres, more or less. The fore mentioned parcels equates to 2,511.90 acres,more or less. 2 of 2 ( 0 160 6 • • EXHIBIT 8_._ �� HOLE MONTES Page_-L--of—A"— ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS 950 Encore Way• Naples,Florida 34110•Phone:239.254.2000•Fax.239.254.2075 HM PROJECT#2001111 12/8/08 REF DWG#8-6439 1 OF 1 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 27,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: i COMMENCE AT THE EAST QUARTER CORNER OF SECTION 27,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA,THENCE RUN N.01°1011"W.,ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 27, FOR A DISTANCE OF 60.00 FEET;THENCE RUN N.90°00'00'W., FOR A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED;THENCE CONTINUE N.90°00'00"W., FOR A DISTANCE OF 840.00 FEET;THENCE RUN N.00°00'00"E., FOR A DISTANCE OF 640.00 FEET;THENCC.E 9.U.NN S.90°00'00"E., FOR A DISTANCE OF 840.00 FEET;THENCE RUN 5.00°00'QO -{ A',2 ' 'LICE OF 640.00 FEET TO THE POINT OF BEGINNING;CONTAIN� �,�- ilk OR LESS. THIS PROPERTY SUBJECT O •SEMEN' • RESER •TIO O RESTRICTIONS OF RECORD a` ,_, —` BEARINGS SHOWN HERE•N " V-j• O EtLI,• • I-E NORTHEAST QUARTER OF SECTION 27,TOWNS IP 4 S , �A 2 • SrE •LLIcE COUNTY,FLORIDA AS BEING 01°10111'W. ' \'. : ' - p HOLE I+ NTE$; INC: .,,' 4''' (.0'‘ .. CERT.IFI'4 o'F'AUTHORI.• LB# 1772 cal Bpi <.• j kr.` ' • # 6 -v C 1.-,:TH MAEM. ' '3-P ., ��FLORIDA -. ti':'I. . /'4 r' �• ' .:-•1.! Co (� jam, "••3t°C:S9: ,y':`e. i s t. t,•:r-.� ht" ' L H:\2001\2001111\W P\PR 12ACRECSL.doc Gp 160 6 . _ EXHIBIT__._._.- Page z 0f----- ' 1,:200„Voonna \01APRI2ACRE .a.,Tm: 0.4 O& z3m I U 100!- Pib ....**06",o« by **06.� OR: 4425 PG: 3285 g...101rZ mD i "0 z ® fiaRa Z 1_ ,'�� o co ■ _ Z 0 F. ii:„ ^8. -- s ill o S o o o g m U m co1 N 00'00'00" E 640.00' s c 3a MI .. 7 _ Ln r3lorp V ��°o °Nog g /f I 1,,, 0 I i q i:: !I I PI Oii$ k_ /2o Li' rn CAz -1I z -1 z 0 o o ,00'069 M ,00,00.00 S O z n I O N N o Id M O s 'D * 3 „L1,01.30 S Z _ (SNINV38 30 sisva) _ _ _ _ _ -< — '- -" Ll _ 9Z-94-LZ 035 D 213121W101SV3 H1210N 3NI1 1SV3 M tOO rri 0 �o--11 I p r to I ch ti 0 I f', xi 0 VI 0 C) m K XI m-15 xz o -' m 1 O m Z z I ( 31 o ® I 1606 OR: 4425 PG: 3286 Exhibit "C" (Reserved Mineral Estate) Southwest Quarter(SW 14)of Section 28,Township 46 South, Range 28 East, Collier County,Florida;containing 160.0 acres. AND Northwest Quarter(NW'4)of Section 33, Township 46 South, Range 28 East, Collier County,Florida;containing 160.0 acres. �� IZ CO114 CIOI.—� D 175 C1 160 6 .** OR: 4425 PG: 3287 *** Exhibit "D" 1. Subject to mineral, oil, gas and casinghead gas reservation in Warranty Deed from Turner Corporation to Rex Properties, Inc., recorded in Official Records Book 1219,Page 1107,of the Public Records of Collier County,Florida. 2. Surface Agreement recorded in Official Records Book 1191, Page 1114 and as released by the instrument recorded in Official Records Book 4394,Page 578,as assigned and amended,all of the Public Records of Collier County,Florida. 3, Oil, Gas & Mineral Lease recorded in Official Records Book 1062, Page 1114, and as released by the instruments recorded in Official Records Book 3557, Page 3585 and Official Records Book 4394, Page 578, as assigned and amended,all of the Public Records of Collier County,Florida. 4. Oil, Gas and Mineral Lease recorded In Official Records Book 1062, Page 1117, and as released by the instruments recorded in Official Records Book 3557, Page 3585 and Official Records Book 4394, Page 578, as assigned and amended,all of the Public Records of Collier County,Florida. R CO ''Ci1 rt.,(C"11111191;0 V 1-4 C 1 6 0 6 �:, ounyDfcollier CLERK OF TIE CIRCUIT COURT Dwight E. Brock COLLIER COUNTY COURTHOUSE 3301 TAM I TRAIL,EAST Clerk of Courts Clerk of Courts P.O,Bk 413044. Accountant NAPLES,FLORA 34161-3044 Auditor `� Custodian of County Funds NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (S) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S, ;R Coo, CONSEQUE •ISS IS NOTIC RTED IN THE PUBLIC Rif O- r.. RDER O AD IS THOSE INTERESTE, T.:, T - • a •N D PAGES (S) & FILE N M L E" . O E ( I ii f!.. ,UM ER (S)WILL NOT BE a C : N ' ra CIA D BOOK. -0 INCORREC • E COUNT HE C INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT Tp6AtitiYAW:„ OF FEBRUARY,200e -•,, er a� cy"vor.rL.;F1: T E. BRA' .4 LE`RK OF btikeUIT Q URT Gloria .rcia C 160 6 , --noun allier CLERK &-TI*CI CUIT COURT Dwight E. Brock COLLIER CO 'I Y CO _ THOUSE Clerk of Courts g 3301 TAM • l I TRAM EAST Accountant Clerk of Courts P.O.B et 41304t Auditor NAPLES,FLO' It 34101-3044 1 Custodian of County Funds -7!, i NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (S) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S)-,-�--�R COQ CONSEQUE {`THIS NOTI fRTED IN THE PUBLIC R 6O S Mi-Q:'ER • AD IS THOSE INTERES E Tlrl A- • 7 N D PAGES (S) -) 8 FILEN M S I O I : NM ER (S)WILL ( t NOT BE 1- N • IA' R ( D BOOK. INCORREC 'A COUNT ,c� . ''TIE C I— INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT aTSF itiAEdff f_D© OF FEBRUARY,2003.E ''.CUlS::T • 'i T E. BR• • LEIRK OIVT'`tfteUlT i Ufi , I vii,,c, ,%, - ,' - y Gloria .rcia . %A 1?T.lf,�„I 5_ • 1 1606 -- cOun jollier CLERK OST LLICI }CUIT COURT DWi ht E. Brock COWER CO I Y CO THOUSE g 3301 TAM • I TRA EAST Clerk of Courts Clerk of CourtsP.O.B M• 4130 Accountant NAPLES,FLO%IDA 341M-3044 Auditor Custodian of County Funds NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (5) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S)3288-3297 ALSO FILE NUMBER (S)-01-4..R COttiv. CONSEQUE,, IS NOTICE RTED IN THE PUBLIC R COTill-ORDER ADV S THOSE INTERES E T • . !V N: D PAGES (S) & FILEN M I O ' : N M:ERS WILL NOT BE N I • IA-1" D BOOK. INCORRECT E COUNT .?7itTE CI-C''\- INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TtI 8 tiMf,/, OF FEBRUARY;200 `b4•i T E. BRi." LEiRK OP 6UIT Cgt UQ ', cry., • -.:, • Gloria -rcia T 160 6 ,_ , -court f oilier CLERK Or*CI CUIT COURT Dwight E. Brock COLLIER CO Y CO THOUSE Clerk of Courts 3301 TAM I TRA EAST Clerk of Courts P.O.B 413044 Accountant NAPLES,FLORA 34161-3044 Auditor * 1 Custodian of County Funds NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (S) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S)3288-3297 ALSO FILE NUMBER (S)- \��V-,R COUP CONSEQUE /C 'HIS NOTICE ' S•RTED IN THE PUBLIC R 607 S--IN--O AD 1S THOSE INTERES ED \11:\;46ila, . N' D PAGES (S) & FILEN M X10 NM ER S WILL NOT BE ; • `3: IA-- .i D BOOK. ,it INCORRECT =/�, E,000NT ,su ' HE C I.'-`' INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TtiI tYA ,.o OF FEBRUARY;200 ,A; ",r .1.t;h�UEt • ,`\,� .%� r - ' T E. BR Ri LERRK OP QUIT 69p*,. Gloria -rcia 'Q biv1(,c,j, 160 6 , l , counLfollier CLERK O `THE CI •CUIT COURT COLLIER CO Z{ Y CO THOUSE Dwight E. Brock 3301 TAM • _,I TRA EAST Clerk of Courts Clerk of Courts P.O.Be 4130 Accountant NAPLES,FLO' :DA 341(1-3044 Auditor Custodian of County Funds -4k( / 1 NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (S) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S \ff,R CO0 Ai CONSEQUE1 I�O CE RTED IN THE PUBLIC REO r N-GRDER AAD S THOSE INTERES E T T �,•N D PAGES (S) & FILE N M ' (S I Om ' . N M:ER(S)WILL NOT BE N •1= IA" ' ` D BOOK. 74 INCORREC •A- COUNT �� 'ITE C IIS-' INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT eTtI(LB t9Vii,J_f OF FEBRUARY,200 �"oma 1 ' .06`•,00,...LIEtt ...c J,t T E. BR 'f LEEK O t"pQ 6UIT Ul :., Gloria rcia �'''1i 1144cJ„E ' 160 6 i ' , oun oollier . CLERK OFTI CI ',CUIT COURT DwiDwight E. Brock COLLIER CO Y CO 61'THOUSE g 3301 TAMIA I • . ► EAST Clerk of Courts Clerk of CourtsP.O.B ' 413044 Accountant NAPLES,FLO A 34161-3044 Auditor i Custodian of County Funds w� NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (S) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S)3288-3297 ALSO FILE NUMBER (S . I--C--(-��Ul CONSEQUE//, kr/THS NOTICE T -1N ERTED IN THE PUBLIC RECO IslSJIN-ORED—R D AD IS THOSE INTERES /E TJ IA A= • •NED PAGES (S) & FILE N M E (SJ I O c . 2 N MBER (S)WILL NOT BE I o- N t 8 A IA'' -E eRD BOOK. INCORREC A E.COUNT ,(L INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT T�I lt/Atdt��,ea OF FEBRUARY,200y °0r, f �° Gt.,f41:T r %4 f , T E. BRA' LEEK OPt3tHkEUIT 49pg I Gloria r.-rcia ,r131rY, I.E , U 16136 Co 1un c 011ier CLERK OAF` Tit CI �CUIT COURT Dwight E. Brock COLLIER CO i Y CO MOUSEClerk of Courts Clerk of Courts 3301 T a I TRA EAST Accountant P.O.B fa_ 413044, NAPLES,FLO' m 34161-3044 Auditor Sk- : Custodian of County Funds NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (S) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S)3288-3297 ALSO FILE NUMBER (S)-1R c(7.--) -4, CONSEQUE - HIS NOTICE RTED IN THE PUBLIC R COSiN-OR • AD S THOSE I._-., .� INTERES E T ; • 1.7 •N. D PAGES (S) & FILEN M (S I O $ t, N M:ER (S)WILLNOT BE I N • 1, IA = Q D BOOK. ` .�`paiAL_ ,o INCORREC COUNT co- INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT Tkaatittfl,Pirof P (lex OF FEBRUARY, 200 •.o------‘,. th: L n C' ;.uLt.t.:T e . • i T E. BR•4'.., " — LE?RK Ofyl3`IflUIT 4909`,. • _ Gloria -rcia , `p:3^1-J�"•Y,�J,E,Rf . v t ., ''-P yl' ,. C 1 6 0 6 ,_ti; -cou jollier CLERK OFT CI CUIT COURT Dwight E. Brock COLLIER CO CO THOUSE Dwi g3301 TAM . _4 I TRs A EAST Clerk of Courts Clerk of Courts P.O.BM 4130` t NAPLES,FLORA 3410,1-3044 Auditor * i Custodian of County Funds NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (S) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER(S),-------- OVA 63At. CONSEQUE '1 NOTICE l( i $ RTED IN THE PUBLIC R tO• I SIN-ORD Rt• AD S THOSE INTERES E f . • ,, •N D PAGES (S) & FILEN M (S) 1 O !, r• ' N M:ER (S)WILL NOT BE B'N\ • 4 IA- = 'D BOOK. T O INCORREC COUNT , � -- -ON HE CIS INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TtI Sit Pif,,,,Q' OF FEBRUARY;200$° ....... ',�.. M A T E. BRi^ LE iK OW SUIT 4911FF., 1,_ .t ,. _Y ,3 Gloria -rcia . JVD 3^�lYPiSJ,6Rl • t 1 1 160 6 ......, coup oilier CLERK O TI CI CUIT COURT Dwight E. Brock COLLIER COUN Y CO THOUSE Clerk of Courts Clerk of Courts 3301 TAM I T EAST Accountant P.O.B 413044 NAPLES,FLO A 34141-3044 Auditor * 1 Custodian of County Funds �i NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (Si OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S v'"E�,Q ,� Ai CONSEQUE ,199* IS NOTICE 1 1 RTED IN THE PUBLIC R eO N-O DER To ADV S THOSE INTERES EDT. ' TE : . ,, 7.•N i3D PAGES (S) & FILE N M ! (S I0 I•tio N MER (S)WILL NOT BE a N • IA ' •-D BOOK. -,, 0 INCORREC 4E COUNT ,� TftE C I - INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT ii-(sink !AK.,,, OF FEBRUARY,200 - -",i,.,; 4. VLI fv \ , n 2 • A T E. BRi LEEK OIs QUITUQt 4 ', I NT b . s,LEE, '• Gloria - -rcia . 'pr ^iUAT. R t ' • !,t-1 ,t' , 160 6 _ N • -c1401..171Y-Ofclallier ------ CLERK Ot THECIIT COURT COLLIER CO i Y COCO . THOUSE Dwight E. Brock 3301 TAM . 4, I TRA EAST Clerk of Courts Clerk of Courts P.0.136. 413044 Accountant NAPLES,FLO' 10A 34161-3044 Auditor * i Custodian of County Funds '1----1 NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGE (S) OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S)3288-3297 ALSO FILE 4-,,,4 CONSEQUE ty--) IS NOTICE ii‘pE\RTED IN THE PUBLIC R 0"EIBiN ORDER 0 AD'ISE THOSE .1, INTERES E* T r • 1r N D PAGES (S) 6N, & FILE N M' (S I 0)I ` I 0 IN 1‘11 ER (S)WILL NOT BE 41. - 1N IS OF IA"' — '-' D BOOK. --', ,C) INCORREC 4 COUNT INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S)3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TithVirofr ,4.‘ 'PA. OF FEBRUARY, 207 ..."--,.., . ce- (;ot.t.,iEt •., ' -4- 1 • A T E. BR.4 LK OPttIieUIT 4(4MT, -- . -.: f -• • -\' Gloria "--rcia . 'p:0-(.1T.Y-SILE.R •-• -i' 0 OR Book 4425 Page 3298 4258759 OR: 4425 PG: 3298 160 6 CONSERVATION COLLIER RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, EL Tax Identification Numbers:00052960004• 02j0612009 at 02:2811 DNIGHT 8, BROCI, CLERK Cattle Vat Area RBC FEB 35.50 Prepared by: DOC-.10 ,10 Jennifer B.White,Esquire COPIES 8.00 Office of the County Attorney Rots: 3301 East Tamiami Trail REAL PROPERTY RENEGUER? Naples,Florida 34112 ATTN:CINDY BIT 8917 (239)252-8400 INTEROFFICE WARRANTY DEED THIS WARRANTY DEED is made this 26 day of a.a."-. 2009, by LAKE TRAFFORD RANCH LLLP,a Florida limited liability limited partnership, by its undersigned General Partners, whose address is 481 Carica Road, Naples, FL 34108, (hereinafter referred to as "Grantor"), to COLLIER COUNTY, a political subdivision of the State of Florida, its successors and assigns, whose post office address is 3301 Tamiami Trail East, Naples, Florida, 34112 (hereinafter referred to as "Grantee"). (Wherever used herein the terms"Grantor"and"Grantee"include all the parties to this instrument and their respective heirs,legal representatives,successors and assigns.) WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee,all that ce, ain-ia d-si nate in Collier County, Florida,to wit: :,,\R $4`8ATTACHED EXH(BTTtA", ATTACHED i-it ETO AND MADE APART HEREOF /Subject to easen1en's,ire triet9t;ns Jaid res fvatjons of record. THIS IS VACANT/UhEO (S V , NO' l ESfTEAD PROPERTY. TOGETHER with at te tenements, he ita a ts� nd appurtenances thereto belonging or in anywise a Ot ntn � "' TO HAVE AND TO HOLD(t) same in fee si ptef rever. ( \z AND the Grantor hereby covenants-with-said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except as noted above. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. WITNESSES: LAKE TRAFFORD RANCH, LLLP, (Signature) a Florida limited liability limited partnership 1L`G�ar S-C. Cs\-.0,\� (Print Name) BY: THOMAS M.TAYLOR, as General Partner (Signature) T Pi Ni F^E 2. 4• �a THIS CONVEYANCE ACCEPTED BY TRE (Print Name) BOARD OF COUNTY COMMISST(N1EttS, COLLIER COUNTY, FLORIDA, PURSUANT T' AGENO M NO. 10E rVC GATED• 'i Ic �j 2'I)LJd3 `I-um 1J6 /OZ 1606 OR: 4425 PG: 3299 STATE OF FLORIDA COUNTY OF COLLIER The foregoing Warranty Deed was acknowledged before me this f�� day of ''(r , 2009 by Thomas M. Taylor, as General Partner on behalf of Lake Trafford R ch, LLLP, a Florida limited liability limited partnership, who is •:rsonally known o me •r who has produced as identification. (affix notarial seal) � nt-bilAaItk (Signature of Notary Public) TN A mows. �_.: My C0►M 131044 a Do 643187 BM&Marry 22 2011 }yevi•.am+08.6,7maiou (Print Name of Notary Public) NOTARY PUBLIC Serial/Commission#: My Commission Expires: LAKE TRAFFORD RANCH,LLLP, (Signature) a Florida limited liability limited partnership (Print Name) t 'STOPHER`.AL EN,as General •artner (Signature) SC 11/43 A) riE B. CO..) (Print Name) C lCtJ STATE OF FLORIDA t' COUNTY OF COLLIER tt .1efooinregg Warraf� • as ackno_yyle d'�before me this �nd Thday of 2009 b Qh�'(s)1p erg .tAll1r( as General Partner on behalf of L e Trafford anch, LLLP, a Fro-rid:'d:" irhited" liability limited partnership, who is cap la Iy known o m r who has produced as identification. (affix notarial seal) ( � TAMFREDMAN 187 (Signature of Notary Public) a wan.0 1ZIES:Febivay 22,2011 Nrynecttiarwrs - (Print Name of Notary Public) NOTARY PUBLIC Serial/Commission#: My Commission Expires: Approved as to form and legal sufficiency: Jennifer B.White Assistant County Attorney 16 0 6 " 1141V111 EXHIBIT `` HOLE MONTES Page of ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS 950 Encore Way• Naples,Florida 34110•Phone'239.254.2000•Fax 239.254.2075 HM PROJECT#2001111 12/8/08 REF DWG#8-6439 1 OF 1 LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 27,TOWNSHIP 46 SOUTH, RANGE 28 EAST, COLLIER,COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST QUARTER CORNER OF SECTION 27,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COWER COUNTY, FLORIDA,THENCE RUN N.01°10'11"W.,ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 27, FOR A DISTANCE OF 60.00 FEET;THENCE RUN N.90°00'00"W., FOR A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED;THENCE CONTINUE N.90°00'00"W.,FOR A DISTANCE OF 840.00 FEET;THENCE RUN N.00°00'00"E., FOR A DISTANCE OF 640.00 FEET;THENCE RUN S.90°00'00"E., FOR A DISTANCE OF 840.00 FEET;THENCE RUN 5.00°00'00"W-1 �T TA CE OF 640.00 FEET TO THE POINT OF BEGINNING; CONTAINI A�d� 7ss. THIS PROPERTY SUBJECT T EAS/�'/M'EN-TSERVATION ESTRICTIONS OF RECORD BEARINGS SHOWN HERE N ` •R +t -AI : f N RTHEAST QUARTER OF SECTION 27,TOWNSH P 4 oUT S Co LL ER OUNTY, FLORIDA AS BEING NA1°1'0'11"W. ,. HOLE MOT,TES, It . :. __\\�� CERTIFICATE OF AUT�i'Q�(IZA* LB# 1772BY 114, 4" f*4 ;1: THOt4, S M vl RP ' �. S 01=FLORIDA �o s � • O •H:\2001\2001111\W P\PR12ACRECSL.doc 160 6 EPX BtT - . Page 2 a k** OR: 4425 PG: 33Q1 k## - H \Milli\DVAPRI2ACKCSLehrg_SHEET,0-a_-233prn—__Au__ 14 k0 >I |.-; & E z ° z rn > NI e ¥ © � �� \ ! A ....°03 ��- / : g I« �§ - - p > * 2 a .. cm 11 / R% ° I , n 0 di z 1: § I N 00'00'00" E 640.00' ƒ_'n gi° z ai\ « I ,7•(:/6\i',--------112----' .91 2 z �n !I09. 6j z5kr2 . t . �. ' . \V2-.I §/a� 0 % I --] q . Bf § a I ( ......(0% \ 0. Ili§ § k f�� ,../7/0„ \ - ? £ C3� I 2 / 0 ,00.049M .00p2s z D. I % © 2 I s.8. - ■ 3 „l1,01.1.0 S z (ONINY38 Joma _ _ _ - - ¥ — — E — — «=twz @G ellan¥ o3Y3 a 3N11 .15\13 rn 0(\ o ®oe I r 1\§ I q °°° °@2 2 mm -lit m§ I m I w Z |2 0 f ---`,.. §2 S (;) • 0 — . — I OR Book 4425 Page 3302 4258760 OR: 4425 PG: 3302 1 6 0 6 RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL 02/06/2009 at 02:28P8 DWIGHT E, BROCK, CLERK RBC FEE 78,00 CONSERVATION COLLIER COPIES 9,00 Tax Identification Numbers:00052360002,00052440003,00052640007. Retn: 00052680009.00052960004,00053000002, 00053200006,00053840000,00053920001&00054081133PROP8RTT 8A010888WT ATTN:CINDY BIT 8917 Prepared by: INTEROFFICE Jennifer B.White,Esquire. Office of the County Attorney 3301 East Tamiami Trail Naples,Florida 34112 (239)252-8400 ACCESS EASEMENT THIS ACCESS EASEMENT, made and entered into this c day of re.. 2009, by COLLIER COUNTY, a political subdivision of the State of Florida, wh se post office address is 3301 East Tamiami Trail, Naples, Florida 34112, hereinafter referred to as "Grantor", to LAKE TRAFFORD RANCH LLLP, a Florida limited liability limited partnership, whose address is 481 Carica Road, Naples, FL 34108, hereinafter referred to as"Grantee". (Wherever used herein the terms"Grantor"and"Grantee"include all the parties to this instrument and their respective heirs. legal representatives,successors and assigns.) WITNESSETH: Grantor, for and in consideration of.TEN-DQLLARS ($10.00) and other valuable consideration paid by the Graote jth��r6ceigt�, nd sufficiency of which is hereby acknowledged, hereby conv�y�S:\. fBnts, bargairt'gi d sells unto the Grantee, its successors and assigns, a.tuarpefual, non-exclusiva\d"asl ment, for access to, on and over the land described/on/EY hlblt "A-(they Easement"), to explore, remove and transport the oil,gas and)`ninerals `arjd from, the follo\ving described lands located in Collier County, Florida, dsc(E iCOra Exhi I ltriTtW fited Land")on which Grantee owns and holds such ri ht� p�Irst4r tbe egeWor�}s in a deed from Grantee to Grantor delivered prior to tfie' cCess astir tia,nd_corlctf htly with it. Subject to ea e nts,restrictions,`"i,d e kro tions of record. THIS I I9T HOMESTEA ROPERTY. TO HAVE AND TO HOLD the-same-ante Grantee together with the right to make such improvements to the Easement as are necessary to its use, and maintaining facilities thereon. Grantor and Grantee are used for singular or plural, as the context requires. IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. ATTEST: DWIGHT E. BROCK, Clerk BOARD OF COUNTY COMMISSIONERS -.r. COLLIER COUNTY, FLORIDA ,(�` 0, , ,I ,C By: c.Cec-6t- Attle.$t fl to Clerk DONNA IALA, Chairman (OFFICIAL SEAL) .gPprc J as-ice -Cc)t^M I-(c90.1 Su-{ ic'tdncc.3 __..___% 1 J.`._.--------- This Conveyance Approved CyCounty 2tttormy The Board Of County W H( T� Commissioners -.5.£.6.)f•-)t F'E_TZ Q• Collier County Florida, Pursuant To Agenda Date:'•`,o\witem No: 1 C E trwt 111.1)2oc: t2rv1Jo. tvs- 16D6 , . . . 1flV1 EXHIBIT '1 ' _ HOLE MONTES Page / of-2-... ENGINEERS PLANNERS SUR'+EYORS LANDSCAPE ARCHRECTS f 950 Encore Way• Naples.Honda 34110•Phone'239.254.2000•Fax:239-254.2075 HM PROJECT#2001111 12/8/08 REF DWG#B-6438 1 OF 3 LEGAL DESCRIPTION: A 30.00 FOOT WIDE STRIP OF LAND LOCATED IN A PORTION OF SECTIONS 26,27,28 AND 35,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COLLIER COUNTY,FLORIDA,LYING 15.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION 26,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA,THENCE RUN S.00°58'38"E.,ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 35,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA, FOR A DISTANCE OF 30.00 FEET;THENCE RUN S.89°01'22"W., FOR A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING OF THE CENTERLINE HEREIN DESCRIBED;THENCE RUN N.00°58'38"W.,PARALLEL TO THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 35, FOR A DISTANCE OF SOUTHWEST29. E OF THE 98 FEET;THENCE RUN SAID t‘ Ilj TANCE OF.010o9wift T THE EAST 1238.43 38.43 FEET;TO THE BEGINNING OF A QUARTER OF SIA�4ITD CIFECULAR CUR �, THENCE RUN ORTHWEST EP4 Al ON THE ARC OF SAO)O RVECAVE OTOTHE ELEFT,LY; HAVHAVING A RADIUS BY A F CHORD/OF 1f,THROUGH A CE TRAL A GL OF 90°06'24", • A :"A"ING 0 N.•6°12'27"W., FOR A DISTANCE OF 125.81 FEET T r N. 0 ; P _ • .� " ' NC RUN S.88°44'21"W., FOR A DISTANCE OF 241 .346 H = SNI uA A GENTIAL CIRCULAR CURVE,CONCAVE NORT EA : o-+ No' E1 Y ALONG THE ARC OF SAID CURVE TO THE RIG ' :.4,491 f. 13 CO ..E.A 'HROUGH A CENTRAL ANGLE OF 90°32'26",SUB VN ED BY A CHORD O' 91.8' F .. ••T A BEARING OF O N.45°59'26"W., FOR A DIST, OF 213.33 FEET T44' E EFII O' SAID CURVE;THENCE RUN N.00°43'13"W., FOR A D CE OF 1122.79 F 91H- BEGINNING OF A __ TANGENTIAL CIRCULAR CUR I` NCAVE SOUTHWE } THENCE RUN am.. NORTHWESTERLY, ALONG TH • ' 0 Q AID VF ."HE LEFT,HAVING A RADIUS c_s+ LAN 70.00 FEET,THROUGH A CEN • • � �($ , SUBTENDED BY A CHORD OF 99.49 FEET AT A BEARING OF N.46'.a{x" .�-1=0R A DISTANCE OF 110.65 FEET TO CI THE END OF SAID CURVE;THENCE RUN S.88°42'26"W., FOR A DISTANCE OF 1829.65 . FEET;THENCE RUN N.88°23'51"W., FOR A DISTANCE OF 333.91 FEET;TO THE w BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SOUTHEASTERLY;THENCE o RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A c...) RADIUS OF 125.00 FEET,THROUGH A CENTRAL ANGLE OF 55°0822",SUBTENDED BY A CHORD OF 115.71 FEET AT A BEARING OF S.64°01'58"W., FOR A DISTANCE OF 120.30 FEET TO THE END OF SAID CURVE;THENCE RUN S.36°27'47'W., FOR A DISTANCE OF 64.98 FEET;TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE NORTHERLY;THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT,HAVING A RADIUS OF 200.00 FEET,THROUGH A CENTRAL ANGLE OF 42°33'01", SUBTENDED BY A CHORD OF 145.14 FEET AT A BEARING OF S.57°44'18"W., FOR A DISTANCE OF 148.53 FEET TO THE END OF SAID CURVE;THENCE RUN S.79°00'48"W., FOR A DISTANCE OF 196.62 FEET;THENCE RUN S.86°34'54"W., FOR A DISTANCE OF 1589.15 FEET;THENCE RUN S.85°42'33"W., FOR A DISTANCE OF 1968.01 FEET;TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE,CONCAVE SOUTHEASTERLY;THENCE RUN SOUTHWESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT,HAVING A RADIUS OF 85.00 FEET,THROUGH A CENTRAL ANGLE OF 116°18'4r, SUBTENDED BY A CHORD OF 144,41 FEET AT A BEARING OF S.27°33'10"W., H:12001\2001111\W P\PRROAD SL.doc 1 6 0 6 , .. EXHIBIT �%1 " , Page___of� L__ HM PROJECT#2001 111 12/8/08 REF DWG#8-6438 2 OF 3 FOR A DISTANCE OF 172.55 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 468.01 FEET,THROUGH A CENTRAL ANGLE OF 22°24'56", SUBTENDED BY A CHORD OF 181.93 FEET AT A BEARING OF S.19°23'46"E., FOR A DISTANCE OF 183.10 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE WESTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 2260.02 FEET,THROUGH A CENTRAL ANGLE OF 8°52'44°, SUBTENDED BY A CHORD OF 349.87 FEET AT A BEARING OF S.03°44'56"E., FOR A DISTANCE OF 350.22 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY;THENCE RUN SOUTHERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 5352.89 FEET,THROUGH A CENTRAL ANGLE OF 2°11'42", SUBTENDED BY A CHORD OF 205.05 FEET AT A BEARING OF S.00°24'25"E., FOR A DISTANCE OF 205.06 FEET TO THE BEGINNING.QF A COMPOUND CURVE,CONCAVE EASTERLY;THENCE RUN SOUTHERLY,-ALCRI Att��RC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 316.91 FEF�T,THRO�1GH-A N VAL.ANGLE OF 20°16'29", SUBTENDED BY A CHORD OF/1/1.13 FEET AT A BEARIN .F5.11"38'31"E., FOR A DISTANCE OF 112.14 FEET TO tk{ BEGINNING OF A REVI RSE CURVE, CONCAVE WESTERLY;THENCE RUN'OUTEi RLY;ALONG.TH,E ARC NF T SAID CURVE TO THE RIGHT, HAVING A RADIUS. F 580.7`1 FEET,THROUG A CERAL_ANGLE OF 17°14'47", SUBTENDED BY A CHORDIOF/1,7 4 FE T A N. \S.1 °09'22"E., FOR A DISTANCE OF 174.80 EEO'TO/TI 'DIO SA�DU/1;\.' E� CE RUN S.04°31'58"E., FOR A DISTANCE OF 310.08 FEE ; TJ4EI'CE RU\J;S:00° '3 "E.�FOR A DISTANCE OF 140.46 FEET;TO THE BEGIIt1N NG F�1�TA�IG'ENTtAL CCULAR CURVE,CONCAVE NORTHWESTERLY;THEN yN SOUTHWESTEF cY,ALbNG"TF1 ARC OF SAID CURVE O TO THE RIGHT, HAVING AOAOI S OF 80.00 FEET,TI:{-OI�JG ..%' ENTRAL ANGLE OF 88°25'15", SUBTENDED BY A\ RD OF 111.57 FEED ATJA,1 EA'ING OF S.43°36'06"W., ' FOR A DISTANCE OF 123.46 FEET-- THE END OF SAID'OUEi: E;THENCE RUN .� S.87°48'43"W., FOR A DISTANCE•0 i1°2 6;0 .-Tc NT E:BEGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SObTH F�,.T Etk3 -RUN WESTERLY,ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING AAD S-OF 1474.47 FEET,THROUGH A .,d CENTRAL ANGLE OF 6°08'39", SUBTENDED BY A CHORD OF 158.04 FEET AT A BEARING OF S.84°44'23"W., FOR A DISTANCE OF 158.12 FEET TO THE BEGINNING OF A REVERSE CURVE,CONCAVE NORTHERLY;THENCE RUN WESTERLY, ALONG THE ARC OF SAID c."`' CURVE TO THE RIGHT, HAVING A RADIUS OF 814.75 FEET,THROUGH A CENTRAL o ANGLE OF 19°50'09", SUBTENDED BY A CHORD OF 280.66 FEET AT A BEARING OF `a' N.88°24'52"W., FOR A DISTANCE OF 282.06 FEET TO THE POINT OF TERMINATION; CONTAINING 10.306 ACRES, MORE OR LESS. THIS PROPERTY SUBJECT TO EASEMENTS RESERVATIONS OR RESTRICTIONS OF RECORD BEARINGS SHOWN HEREON REFER TO THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 35,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COLLIER COUNTY, FLORIDA AS BEING S.00°58'38"E. SIDELINES OF THE HEREIN DESCRIBED CENTERLINE ARE TO BE LENGTHENED OR SHORTENED TO MEET THE ANGLE POINTS FORM AND TO A LINE WHICH RUNS PERPENDICULAR TO THE POINT OF BEGINNING AND TO THE EAST LINE OF THE H:\2001\2001111\W P\PR ROADSLdoc 160 6 EXHIBIT '%t ", Page...A_of HM PROJECT#2001111 12/8/08 REF DWG it B-6438 3 OF 3 SOUTHWEST QUARTER OF SECTION 28,TOWNSHIP 46 SOUTH,RANGE 28 EAST, COLLIER COUNTY, FLORIDA WHICH BEARS S.01°16'194E.TO THE POINT OF TERMINATION. HOLE MONTES, INC. CERTIFICAth t /AUTHORIZATION LB# 1772 SY or. P.S.M.#5628 'i•TN_QM U HY STATE OF FLORIDA P `. 4 1. .e li 4 • • {f\j�,j' P •V S✓ l fC/" I TrE CIRC c_" w w H:\2001\2001111\WP\PRROADSL.doc (;) 1 6 0 6 • , * EXHIBIT '%¢�_ Page 4 of " OR: 4425 PG: 3306 10,2001 Tab:SHEET 1 O. 08,2008-210pm PioIl.d by. AudreeTarte[ g ,n S� `a 03 i II Z V of g T 0 r m z a0 11111111 Saco r r r r r rZ CO V CO 011 A 41N r�m 7 N N N CO Z Z N N O O V W 00 000 0 CpuQA nR0)Cq Q�c)a3t1 ' 1111111=1111 . Z W j O N N,o 0 0 co ___/ O O !HO O 1.5c.N4NmNOWO�O ,.. �(�7 `, — ..n`oa . f Y ,„ ° • mmFFFFFm .C)�i�! -4? V O NO A F W 10 A W,ND O.ti T. 1 �� 1 O O 01 W • III b l0 0 0 f N�OO� OAi 000 N��NO O /` S \._.\ VD rPCS �� „,c) , � y A.- ,..._____________-4:c.0,,,,c)' N % -._______.. 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OR. ., Z bZ o . 1606 EX U B(T „ p a d \ OR: 4425 PG: 3307 - _m*SSL_TSHEET 2 *2008-2r12prn_wv .__ ( 7.leg 7 e l.,.1 m 0 ) / } } \ } \ e « mmWHIL - I ` 2 � > H � 7 cks\(� � \ \ i / 9 m > m . |/ a : \ SHEET\ / §/) | I i ) 1 . 2 | !-g ----m ' - - • - w . at'« N D. | ---r----(.:� ; } \\} (U./ � N�� r0 . V 0�� I \§/, . 1 . �� :t \ ,�. Mm 2 S( (E9I . ( 2f$&1 142 ƒ `16 x e ¥ � � \Q I \ I w @ . -.» .� *� rn IV I _ - - - o - - - - e\ t . O co } > rn2 C) 1 O I v -< > r ± I q 4 | § I f 0 Irn a \ ( / 2 0. 2 5g i Al : \ - » .Qo, N ». . 3 00 2 E& 71 / 2 -I . F0 q . ; ® 22 P$ 2 ° \ k ` c 4. . 16 .0 6 EX/�2� page OR: 4425 PG: 3308 • m¥ SL._T SHEET,_a_-2__.dby..__ m ! M Vg. • ®§ zm ° \ m m ^ ± j 2 ` f 0 m N� Z ; 0 \ -� B n 0 Zi 1 § \ � I . Le) m ® / a |§ \ > MATCH LINE 11 m . SHEET 13 7 4 _, § , i $� ® 0 \\ . Em8 I }\ •2\ | =i` z m0 \-'g.n§Es i��, . �y r.�. m £ C3 4f XI/. frik'g j.i§f 7 7 C . \ | ~ ° " . 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MATCH UNE SHEET 3 OF 4 1606 • *** OR: 4425 PG: 3310 Exhibit "B" (Benefited Land) Southwest Quarter(SW Y.)of Section 28,Township 46 South, Range 28 East, Collier County,Florida;containing 160.0 acres. AND Northwest Quarter(NW '''A)of Section 33,Township 46 South, Range 28 East, Collier County,Florida;containing 160.0 acres. 1N.'2, : R COUk `HE C1,PikCi ��1 160 6 THIS PAGE INTENTIONALLY LEFT BLANK OR Book 4687 Page 1389 INSTR 4568775 OR 4687 PG 1389 RECORDED 6/1/2011 3:05 PM PAGES 5 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA REC $44.00 CONSERVATION COWER Pepper Ranch Preserve Prepared by Steven T.WJfams,Esquire Office of the County Attorney 3299 Tarniaml Trait East,Suite 800 Naples,Florida 34112-5749 (239)252-8400 • ACCESS EASEMENT ir\ATHIS ACCESS EASEMENT, made and entered Into this pZday of a ,,2011,by COLLIER COUNTY,a political subdivision of the State of Florida,whose post office address is 3335 Tamiaml Trail East, Suite 101, Naples, Florida 34112, hereinafter referred to as "Grantor", to FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, DIVISION OF WASTE MANAGEMENT, 2295 Victoria Avenue, Ste 364, Fort Myers, Florida 33902, hereinafter referred to as "Grantee". (vPd ever used harsh the term,-Grsnior and idkic jds-ap mu r a e k nT r w cur es*(Ae hers. k9911 revesenutYea,suxswrs ansgna.l rT ^o \I7—NYE$ ` } Grantor, for and In cbnseratios-_of TEN DOLARS00) and other valuable consideration paid by thq/Grrante_e, t-he_receipt and sufficiency of which is hereby acknowledged, hereby donveys, gents,bargalns and Is nto the Grantee, its successors and as'ignsj a ,. .-)uaar{lo�re usi nt, for access to, on and over the land des ed n a I�lf'A Tel hent'),to or�ftor the existing cattle vat site located In Colli r Co n FI a1 a d s �t on'hjbit (the Benefited Land"). Subject tb a sements,restrictions,rand iv ' rof record. HT,Hii IS NOT HOME Pf , TO HAVE AND\'ro LD the same unto th (a together with the right to enter upon said land for a purpose oC-mon ring;I! /existing cattle vat site. The easement granted herein shall�cpnstitLrte Running with the land and shall burden the lands described above. `—.-- IN WITNESS WHEREOF,the Grantor has caused these presents to be executed the dale and year first above written. .ATTE4 "n '..,. ...&DyViC514Xg.IITRIOCK,Clerk BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY,FLORIDA =i did -.2iii." By.. 11-14_. tA). 5-A4-A 17 . .. •`!' , a - red W• COI l2 imian r:- (OFFICIAL SEAL) Approved as to form and mrs legal sufficiency: • OAR° ocCONVEYANCE ACCEPTED SY THE A. •L.-) COLLIER CC°UNTY CO'NMIssumERS, Steven T.vvlliiams .0.30.o PURSUANT 4N" • FLORIDA,IDA Assistant County Attorney ia DATEDt �`, aNDA, r ITEM N0. /0 S OR 4687 PG 1390 1 6 IJ 6 I ....._4.... . . i , .i.t..- .„ iXHIBIT 74" 1.4mi One- f _of 2- . HOLE MONTES 9N 49B•MEG;9.64TORSi . INEIS'A7EAFCO1TWfl E 950 Encore Way•Nada Fbrfdi 1I110•Phonic 239251.7000•Fuc 1302542075 HM PROJECT#2001111 111t0/2010 REF.DWG.#8.6870I Pagel of 1 I LEGAL DESCRIPTION: A 30.00 FOOT WIDE STRIP OF LAND LOCATED IN A PORTION OF SECTIONS 28,27.AND 35,TOWNSHIP 48 SOUTH,RANGE 28 EAST,COLLIER COUNTY,FLORIDA,LYING 15.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: • COMMENCE AT THE SOUTH QUARTER CORNER OF SECTION 28,TOWNSHIP 48 SOUTH.RANGE 28 EAST,COLLIER COUNTY.FLORIDA.THENCE RUN S.00'58'38'E..ALONG WE EAST UNE OF THE NORTHWEST QUARTER OF SECTION 35,TOWNSHIP 48 SOUTH.RANGE 28 EAST,COLLIER COUNTY. FLORIDA,FOR A DISTANCE OF 30.00 FEET;THENCE RUN S.@9'0172"W„FOR A DISTANCE OF 15.00 Ftt i TO THE POINT OF BEGINNING OF THE CEN'f'1r H lE DESCRIBED;THENCE RUN N.00•58'38-W.,, PARALLEL TO THE EAST LINE OF THE NO ; -Q(+nrt!EfF SAID SECTION 35,FOR A DISTANCE. OF 29.98 FEET;THENCE RUN N.cetwIrffa PARALLEL TO THE ,LINE OF THE SOUTHWEST • QUARTER OF SAID SECTION 28,0QR'A DISTANCE OF 1238.43 FE T TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURV1=.CC>4CAVE SOUTHWESTERLY;THENCE RUN NORTHWESTERLY,ALONG THE ARC OF SAID CURVE TOTHE LEFT':HAVING,A RADIUS QF 80.00 FM,THROUGH A CENTRAL ANGLE OF 90'0624',SUBTENDED BY A•CHORD OF 111:24 AT AAB G OFN..4 6 A W.,FOR DISTANCE DISTANCE OF 125.81 FEET TO ME END OF SAID-CURVE; CE AB -� $ ' OF 2414.34 FEET,TO THE GEGIt f INO ATM- NT :: ,t',•; "CJ VE.CONCAVE NORTHEASTERLY;THENCE RLQ_ Y,ALONG} .OR.$AJi CURVE TO THE RIGHT, HAVING A RADIUS OF 135.90 FEET, 4 A C -MGLp OF;90'32267.SUBTENDED BY A • CHORD OF 191.82 FEET AT,A'B G.O1''N:4S'6S2t'VV.,FORA DIS1'ANGE 213.33 FEET TO WE END OF SAID CURVE;THENCE 1 N;00'4313'W.;FOL#AbtST¢NCE OF-11'12,7IFO� ET,TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE.CONCAVE SOUTHWESTERLY:RLY;Thi RUN NORTHWESTERLY, • ALONG THE ARC OF SAID CURVE TD THE LEFT,HAVING A RADIUS OEEFA�D-�- C I-Le.t,THROUGH A CENTRAL ANGLE OF 90'34'20',SUBTENDED BY A CHORD 60,09.4E FETTATA BEARING OF N.46-00'23'W.,FOR A DISTANCEOF 110.65 I•tt t TO THE END OF SAID,CJJRVE;THENCE RUN S.118'42-25"W..FOR A DISTANCE OF;197.84 FEET;THENCE RUN N 4g'425'W.FORA DISTANCE OF 138.85 Ftt I TO THE POINT OF TER&tINATI N{;.EONTANNG 3:1151 ACRES,MORE OR LESS. T111S PROPERTY SUBJECT TO EASEMEJNT51 T1 ,OR RESTRICTIONS OF RECORD BEARINGS SHOWN HEREON REFER TO THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 48 SOUTH,RANGE 28 EAST,COWER COUNTY,FLORIDA AS DEI'IG S.08-5818 E. SIDELINES OF THE HEREIN DESCRIBED CENTERUNE ARE TO BE-LENGTHENED OR SHORTENED TO MEET WE ANGLE ORM AND TO A UNE WHICH RUNS PERPENDICULAR TO THE BEGINNING AND T O A L EF WHICH BEARS N.9O'00'00-W.TO THE POINT OF TERMINATION.POINTOE HOLE MONIES,INC: CERTIFICATE OF AUTHORIZATION LB 81772 8Y iimi410,, /Oil, P.S.M.85628 I :.t; is THOMAS.M.MUf.PH17 STATE OF FLORIDA • .. I ', f' 1 1.; • • • t Nsdn'Fort Mras'Ye+� r (7,3) . OR 4687 PG 1391 16 0 6 ......._ - i . • i _ . i . , 4 7 i§ EXHIBIT "i 'l . i 1 ° Page 41 of—2...— „,,d. — -- '- 1 0 I 1 r 1 a 0 . 1 i 0 . a LI I. I . I i _ I a • I ► *14 • a a. ( - - 1(7 /7---COY--s- '•! 0 1r 1 ` M (A 14.--:..,,,C"... ---Thr k mill _ _ x ,.._ __ ( �►. _ 1, .,.oils •M 0 1----- g 1 '''''-/',.f. s\,. .,__ :.,11:).:5 , 1 , 1 ..,. , -s,,,`'S . I4diti si 0 .. zsiii L.___�__ 1 1i{o 841 I ziV 3i It n$ J 171N I : t 'hi! .w” _zz to$ i, _ _ !! - s11aIo ni n N h ZW3;�� N g • a E. N �N i 1nii `3Nnaa �� .T z 1 �� m e$fw in = o a of 88g b1 �y V ql piZNZ 11 t7 Ii 1 § 2g9,9: R I a. s�7555 r,n3 I els z--'..rte 1 4 1 I ow..ot PIMA writ-rt w aa I/MI mmt for= roMaUwrevM • r, :--.. E:1<):-'"---- I 6, OR 4687 PG 13921 .0 i s .._,... . EXHIBIT " " NMPage—I__of 2- . HOLE MONTES 950txon W7•Nhd+.note 34110•flaw 21924.2000•Floc 2192541W5 HM PROJECT IT 2001111 12/8/08 REF DWG 9(343420 1 OF 1 LEGAL L .SCI UPT10N: • A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 27,TOWNSHIP 48 SOUTH, RANGE 28 EAST,COWER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST QUARTER CORNER OF SECTION 27,TOWNSHIP 48 SOUTH, RANGE 28 EAST,COWER COUNTY,FLORIDA,THENCE RUN N.01°I011'W.,ALONG THE I EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 27,FOR A DISTANCE OF 60.00 FEET;THENCE RUN N.90.00'001W.,FORA DISTANCE OF 285.00 I•tt I TO THE pORff OF BEGINNING OF TFE PARCEL OF LAND HEREIN DESCRIBED;THENCE CONTINUE FOR A DISTANCE O 840 FEET;THENCE RUN S.90"00'00'E.,FTHENCE DIST RUN NANCE0 E OFFD E, } pO1}R'OF BEGINNING*'CONTAINING 12342 ACRES,MORENCE RIM S.00rIXt00'W„FOR A DISTANCE OF 84030 Ftti TO THE OR LESS. THIS PROPERTY SUBJECT TO TION OR RESTRICTIONS OF I RECORD �:/�1 � BEARINGS SHOWN RERUN RE.FERTO THE EAST UNE OFt1H _NORTHEASTQUARTER �� OF SECTION 27,TOW NSHP'48 SOUTH,RANGE 28 EAST,COWER COUNTY, DA AS BEING N.D1.10.111NJ HOLE MONTES,INC. C RTir krn L ri ik { ID 7 BY J r• /1.4,14.. -t.\P _ 4k)I ecs Li KA.200„JD01111'ONFW ftl2ACREC91_Coo 0 it°OA* 1 ....---- e~ 1 6 0 6 *** OR 4687 PG 1393 *** POOR QUALITY ORIGINAL . EXHIBIT '°1$'1 1 11,111111 #, ° '=3 1 ! 1 .. . 1.1' 1 .. =,�.j 51' ?W ,� 7 it if' i,- 1 ! i,It: 11 ; f 11ff .11 i, 1 ih.l 1111 if 10111/111 OW'II e i I: 1111 . • !7u! 1ill 11111Ill"' III i�lI I1 �d i PH 11I. l I Iii gh . ,,i I 1)1, _______.vors,...v.... ...,4.1 ______ I/ 7 1"F ----1-------Tv i Pile ,<V*, �� I r v9-17----0 , IB yr,ir_ip __________n na.„).„ ,t-a 1,3- -t. r� ` �s j 1 ll IP, 1 11 l I l i ,� biz 1 �-�i t_ it 11 Il i it i . 1 1 ' 1 / 1 6 0 6 THIS PAGE INTENTIONALLY LEFT BLANK OR Book 4694 Page 2608 6Documents provided by Datarree LLC v tl's proprietary imaging and del Hey system Copyright 7003,All dghis resarvod le 0 6 INSTR 4577950 OR 4694 PG 2608 RECORDED 6/23/2011 12:27 PM PAGES 10 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA REC $86.50 • This instrument prepared by. Board of County Commissioners 3299 Tamiami Trail East,Suite 303 Naples,FL 34112-5746 DECLARATION OF RESTRICTIVE COVENANT THIS DECLARATION A, OF RESTRICTIVE COVENANT (hereinafter "Declaration") is made this AT"'day of �t_y 20 j) , by Collier County (hereinafter "GRANTOR") anthe Florida Department of Environmental Protection (hereinafter"FDEP"). RECITALS A. GRANTOR is the fee simple owner of that certain real property situated in the County of Collier, State of Florida, more particularly described in Exhibit"A" attached hereto and made a part hereof(hereinafter the"Property"); B. The FDEP Facility Identification Number for the Property is COM_293369. The facility name at the time of this Declaration is Pepper Ranch — Cattle Pen. This Declaration addresses the discharge that was reported to the FDEP on September 18, 2008; C. Located on the Pepper Ranch within the former cattle pen was a cattle dipping vat that was used prior to the 1940's. The discharge of organochlorine pesticides and arsenic metal on the Property is documented in the following reports that are incorporated by reference: 1. Site Assessment Report/Remedial Action Plan dated November 14, 2008, submitted by HSA Engineers and Scientists; 2. Source Removal Report dated August 20, 2009, submitted by HSA Engineers and Scientists; and 3. Quarterly Groundwater Monitoring and Performance Reports dated July 2009 through June 2010, submitted by HSA Engineers & Scientists; Page 1 of 9 1 6 0 Documents provided by DataTree LLC\ea It's proprietary imaging and delNery system Copyright 2003,All rights reserved OR 4694 PG 2609 4. No Further Action Proposal (incorporated in Groundwater Monitoring and Performance Report dated June 2010), submitted by HSA Engineers and Scientists. D. The reports noted in Recital C set forth the nature and extent of the contamination that is located on the Property. These reports confirm that contaminated soil and groundwater as defined by Chapter 62-780 II A Florida Administrative Code (F.A.C.), exists on the Property. Also, these reports document that the groundwater contamination does not extend beyond the Property boundaries that the extent of the contamination does not exceed 1/4 acre; no actual impact or potential impact to surface water, demonstration (minimum 1 year of groundwater monitoring) that contaminant concentrations in groundwater at the property boundaries will not exceed the applicable Level I CTLs and the groundwater contamination is not migrating. E. It is the intent of the restrictions in this Declaration to reduce or eliminate the risk of exposure of users or occupants of the Property and the environment to the contaminants and to reduce or eliminate the threat of migration of the contaminants. F. The FDEP has agreed to issue a Site Rehabilitation Completion Order with Conditions (hereinafter"Order") upon recordation of this Declaration. The FDEP can unilaterally revoke the Order if the conditions of this Declaration or of the Order are not met. Additionally, if concentrations of arsenic increase above the levels approved in the Order, or if a subsequent discharge occurs at the Property, the FDEP may require site rehabilitation to reduce concentrations of contamination to the levels allowed by the applicable FDEP rules. The Order relating to FDEP Facility No. COM_293369, is on file with the FDEP South District Office located at 2295 Victoria Avenue, Suite 364, Fort Myers, Florida 33902-2549 G. GRANTOR deems it desirable and in the best interest of all present and future owners of the Property that an Order be obtained and that the Property, be held subject to certain restrictions and engineering control, all of which are more particularly hereinafter set forth. NOW, THEREFORE, to induce the FDEP to issue the Order and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by each of the undersigned parties, GRANTOR agrees as follows 1. The foregoing recitals are true and correct and are incorporated herein by reference. 2. GRANTOR hereby imposes on the Property the following restriction: a. There shall be no use of the groundwater under the Property. There shall be no drilling for water conducted on the Property nor shall any wells be installed on the Property other than monitoring wells pre- approved in writing by the FDEP's Division of Waste Management Page 2 of 9 Documents provided by DataTree LLC via IYs proprietary imaging and deltvery syalem Copyright 7003,All iigtta reserved 1 6 6 OR 4694 PG 2610 (DMW), in addition to any authorizations required by the FDEP's Division of Water Resources Management and the Florida Water Management District. Additionally, there shall be no stormwater swales, stormwater detention or retention facilities, or ditches on the Property. For any dewatering activities, a plan approved by FDEP DWM must be in place to address and ensure the appropriate handling, treatment, and disposal of any extracted groundwater that may be contaminated. b. The area of soil contamination as located on that portion of the Property as described in Exhibit B" (hereafter to be referred to as"That Portion of the Property") shall be permanently covered and maintained with an engineering control which is outlined and labeled on Exhibit B must be covered with a soil cap that is a minimum of two (2) feet of clean and uncontaminated soil that prevents human exposure. An Engineering Control Maintenance Plan shall be maintained that includes the frequency of inspections and monitoring and the criteria for determining when the engineering control has failed. c. Excavation and construction deeper than two feet below land surface is not prohibited within the areas containing contaminated soils on That Portion of the Property as described in Exhibit B provided any contaminated soils that are excavated are removed and properly disposed of pursuant to Chapter 62-780, F.A.C. and any other applicable local, state, and federal requirements. Nothing herein shall limit any other legal requirements regarding construction methods and precautions that must be taken to minimize risk of exposure while conducting work in contaminated areas. For any dewatering activities, a plan approved by FDEP DMW must be in place to address and ensure the appropriate handling, treatment, and disposal of any extracted groundwater that may be contaminated. Nothing in this Declaration shall prevent, limit or restrict any excavation or construction at or below the surface outside the boundary of contaminated soils on That Portion of the Property as described in Exhibit B. 3. In the remaining paragraphs, all references to "GRANTOR" and "FDEP" shall also mean and refer to their respective successors and assigns. 4. For the purpose of monitoring the restrictions contained herein, FDEP is hereby granted a right of entry upon and access to the Property at reasonable times and with reasonable notice to the GRANTOR. Access to the Property is further granted by an access easement recorded contemporaneously with this Declaration. 5. It is the intention of GRANTOR that this Declaration shall touch and concern the Property, run with the land and with the title to the Property, and shall Page 3 of 9 01Z) 160 6i Documents provided by DataTree LLC+ra It's proprietary Imaging and deilery system Copyright 2003,All rights reserved OR 4694 PG 2611 apply to and be binding upon and inure to the benefit of GRANTOR and FDEP, and to any and all parties hereafter having any right, title or interest in the Property or any part thereof. The FDEP may enforce the terms and conditions of this Declaration by injunctive relief and other appropriate available legal remedies. Any forbearance on behalf of the FDEP to exercise its right in the event of the failure of the GRANTOR to comply with the provisions of this Declaration shall not be deemed or construed to be a waiver of the FDEP's rights hereunder. This Declaration shall continue in perpetuity, unless otherwise modified in writing by GRANTOR and the FDEP as provided in paragraph 8 hereof. These restrictions may also be enforced in a court of competent jurisdiction by any other person, firm, corporation, or governmental agency that is substantially benefited by these restrictions. 6. If the GRANTOR does not or will not be able to comply with any or all of the provisions of this Declaration, the GRANTOR shall notify FDEP in writing within three (3) calendar days. Additionally, GRANTOR shall notify FDEP thirty (30) days prior to any conveyance, sale, granting or transfer of the Property or portion thereof, to any heirs, successors, assigns or grantees, including, without limitation, the conveyance of any security interest in said Property. 7. In order to ensure the perpetual nature of these restrictions, GRANTOR shall reference these restrictions in any subsequent lease or deed of conveyance, including the recording book and page of record of this Declaration. Furthermore, prior to the entry into a landlord-tenant relationship with respect to the Property, the GRANTOR agrees to notify in writing all proposed tenants of the Property of the existence and contents of this Declaration of Restrictive Covenant. 8. This Declaration is binding until a release of covenant is executed by the FDEP Secretary (or designee) and GRANTOR and is recorded in the county land records. To receive prior approval from the FDEP to remove any requirement herein, cleanup target levels established pursuant to Florida Statutes and FDEP rules must have been achieved. This Declaration may be modified in writing only. Any subsequent amendment must be executed by both GRANTOR and the FDEP and be recorded by the real property owner as an amendment hereto. 9. If any provision of this Declaration is held to be invalid by any court of competent jurisdiction, the invalidity of that provision shall not affect the validity of any other provisions of the Declaration. All such other provisions shall continue unimpaired in full force and effect. 10.GRANTOR covenants and represents that on the date of execution of this Declaration that GRANTOR is seized of the Property in fee simple and has good right to create, establish, and impose this restrictive covenant on the use of the Property. GRANTOR also covenants and warrants that the Property is Page 4 of 9 dD Documents provided by DataTree LLC via Ms proprietary Imaging and delbery system Copyright 2003,NI rIgtts reserved 1 6 0 6 OR 4694 PG 2612 free and clear of any and all liens, mortgages, or encumbrances that could impair GRANTOR'S rights to impose the restrictive covenant described in this Declaration or that would be superior to the restrictive covenant described in this Declaration. Page 6 of 9 1606 Documents provided by Dahl-ton LLC via Inc proprietary imaging and deIFrery system Copyright 2003,All rights rosnrved OR 4694 PG 2613 IN WITNESS WHEREOF, Collier County has executed this instrument, this4 day of Max/ , 20//. ATTEST: ••' BOARD OF COUNTY COMMISSIONERS DWIGHT Ea BfQOK? LERK OF COLLIER COUNTY, FLORID.i bq 111 ,r: '',17.1.1" ,:i-- ( FRED W. COYLE, CH.4.m. . i ttbst AI ; ; ~ ignature • A •<: Approval for farm a d legal Sufficiency: A -7. u,..) i Steven Williams I Assistant County Attorney STATE OF FLORIDA COUNTY OF COLLIER i /� (fin i The foregoing instrument was acknowledged before me this L 1- day of i ► + _,2011, by FRED W. COYLE as Chairman of the Collier County Board of County Commissioners'Collier County, Florida. (Signature of •ta Public- tate of Florida) 16 i 0\ 1-rcNE (---(- (Print,Type,or Stamp Commissioned Name of Notary Public) Personally KnownOR Produced Identification Type of Identification roduced IAN MITCHELL 1 .t+`aY,t4`Y• 44: Canm#DD0810028 1?, ExpUes 7/29/2012 dlq O'?Mti,s' Fbrfda Notary Assn..Inc f 160 6 Documents provided by DataTree LLC via Its proprietary Imaging end delivery system Copyrrrjht 2003,All dpi to reserved OR 4694 PG 2614 Approved as to form'' he Florida of Environm nte!Protection, Office of General Counsel. / -^ a,LUc 6/6 ' IN WITNESS VVI-IE- OF, the Florida Department of Environmental Protection has executed this instrument,this 7�'%day of Joa , 208 . Signed, seated and delivered in the presence of: FLORIDA DEPARTMENT OF ENVIRONM TAI. PROTECTION By: - M7.'„2„------ Print Name: Jon M. igiehati Director of South Florida District Of: South Florida District Division of Waste Management 2295 Victoria Avenue, Suite 364 Fort Myers, Florida 33902-2549 Signed,seated and d• ivered in t e presence of: Witness: „4,,/ 4 /� // Date: /�!/// Print Na) e: .- ,K, SD Witnes•: I.f 1�'F J (`.(, Date: /,�o//i Print Name./;"On r ' F. e ( ')e-/ 0 , STATE OF FLDRID/l ) COUNTY OF I4 ) The foregoing instrument was acknowledged before me this ,Z -=day of 3-uric;201L, by --10 i./ M. LE/A T as representative for the Florida Department of Environmental Protection. Personally Known V OR Produced Identification . Type of Identification Produced . (4.(, 9 • .�� o-er�7t� Signature of Notary Public' z'';'" " DENISE M,SCARPU?Z1 .1) �A1 Anse" /�'2. S c,4 L P is z i( 1 Commission DD 829281 Print Name of Notary Public ExplresOciober8,2o12 Commission No. DP SA2,ZS'/ p,�,��.• Bn�dt�Rs�T,ryFdn Wawa 9pp.Ot}7piy Commission Expires: (Pt 'o b e-r- g,AO t c2. . Dommenls prowled by DataTree LI.0 ra ifs proprietary Imaging and delivery system Copydgttt 2003,All dulls reserved 1 6 D 6 OR 4694 PG 2615 EXHIBIT A-1, • EXP . ag®• HOLE MONTES omen KNOCKS PITANdtt 933 Erse Way•NOEL Raids 34110•Pllco z 239.254.2000•Far 234 254 207 5 • HM PROJECT E 2001111 • 12!0.00 REF DWG II B-6439 1OF1 LEGAL DESCRIPTION: A PARCEL OF LAND LOCA I t1.1 IN A PORTION OF SECTION 27,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COWER COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED • AS FOLLOWS: • COMMENCE AT THE EAST QUARTER CORNER OF SECTION 27,TOWNSHIP 46 SOUTH, RANGE 28 EAST,COWER COUNTY,FLORIDA,THENCE RUN N.01°10'11'W.,ALONG THE EAST UNE OF THE NORTHEAST QUARTER OF SAID SECTION 27,FOR A DISTANCE.OF 60.00 Flt i;THENCE RUN N.90'00'00NY•,FOR A DISTANCE OF 265.00 l- J 1 TO THE • POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED;THENCE CONTINUE N 9(rOa 001111.,FOR A DISTANCE OF 640.00 I-b1 I;THENCE RUN N.00'00'00'E., FOR A DISTANCE OF 640.001- ± ;THENCE RUN S.90'00`00'E..FOR A DISTANCE OF 840.00 FEET;THENCE RUN S.00'00'OO'W.,FOR A DISTANCE OF 640.00 FEET TO THE • POINT OF BEGINNING;CONTAINING 12.342 ACRES,MORE OR LESS: • THIS PROPERTY SUBJECT TO EASEMENTS RESERVATIONS OR RESTRICTIONS OF RECORD BEARINGS SHOWN HEREON REFER TO THE EAST UNE OF THE NORTHEAST QUARTER OF SECTION 27.TOWNSHIP 46 SOUTH,RANGE 28 EAST.COWER COUNTY,FLORIDA AS BEING NA1•/ '11"W. , ; HOLE Logits,I • pal CEi 'IFIC_A'itOFALFPyiO>{tZATION LB#1772• .sem• BY P.S.M.45628 cp '�'� r ps R STATE OF FLORIDA b . . •V ••`• +'• 'Y� •4: o • • • • H.A2001k20011111WPV'R12ACRECSLdoc Page 4 of 17 411) • 1606 Documents provided by DataTree SLC via It proprietary Imaging and delivery system Copyright 2003,All rights reserved OR 4694 PG 2616 ...'M y EXHIBIT A-2 EXHIBIT " Papa z of-- ---- - *** OR: 4425 PG: 3301 **x ickstsA.cormyyrsrawcressum rr Nen to.ea ma-11.33a•as rue.,in.Mh(Lw EES a b 14 Z �� x c a r ii& . ' . 8 a ill sA . g m al • IN 00'00'00-E 640.00' . 31 Fig. .°1OI 1 I.O GIS 8 8 z I * m tliga ig i. I S o S °111;1(Q I g C CO I A • z o. —1 AVM/ M .0400.00 5 I • z 4 0 1g $ 3 .t 01.AO 5 — — r.. (ON[W3d0 un _, _ .,. tl QL-91—t 03S trill eno 15Y3 1-11110N 3N11 SSY3 D. . '6 VI C) n '1 0 IE 2 c. z 1 . 11 p w 1 i Documents provided by DataTree 11C via ICs proprietary Imaging and del/very system Copyright 2003,All dgt is reserved *** OR 4694 PG 2617 *** 160 61 POOR QUALITY ORIGINAL EXHIBIT B ILO i li. !fi 1 R , 1 3t 1 s 11r 7 =k . t', ig 6 1 1 ,II i I :Will I Hi ii I`; k ! i # ` 1 s3 i :Nil;i r I 4 il.t�;R.. 6 ,It)3t 14 i i 1 a . 1 t• ,Ian; 3 ii !ill QQ i• iS1 ! def sF sr Y a I S S=S 1 l 1 t• 1j l' .t lit 1 3'.' f P__= 3 111 a ! Ili 31 i ; t='i < %4 I Kt 4i•.eqq s 11[ ` t FFF [ i )41!. if1t I ifil'i 1I T) ?stir 1 NI: S Fp .; .. ! V 3a7 El 10i}iii 43 ` ( L K d 7 1 11 u 1 mil i ills/ Ltc ,E J li --\� 7 � / ill / i , J. 1 i \ 1 . , % , s i 1 I �.� ; t r 1 I' I1 .. i ° /----.ser-- _ 1 � I : I = it' g " LI: eg la r, if. ii '1 il 0 i • 71 !j F wit ✓ I: E R i1 II i s V.1i li 1 =9 9,9999vra f- a • i 7 II I1 Z "."44rIFINN 7e0A! mamma.._�.na•-•r.~0 yam Page 1 of 1 OR Book 4855 Page 901 INSTR 4763019 OR 4855 PG 901 RECORDED 11/15/2012 3:41 PM PAGES 2 1 6 0 6 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA DOC@.70 $0.70 REC $18.50 ...r PROJECT: Conservation Collier—Pepper Ranch FDEP Monitoring Wells RIGHT OF ENTRY KNOW ALL MEN BY THESE PRESENTS that hereinafter COLLIER COUNTY, a political subdivision of the State of Florida, its agents, contractors or assigns,whose mailing address is 3335 Tamiami Trail East, Suite 101, Naples, Florida 34112, known as Grantor, for and in consideration of Ten Dollars ($10.00) and other valuable consideration to it in hand paid, does hereby grant unto the FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, SOUTH DISTRICT OFFICE, whose mailing address is PO Box 2549, Fort Myers, FL 33902, hereinafter known as GRANTEE,the temporary license and right to enter upon the lands of the Grantor,for the sole purpose of installing, maintaining and monitoring two (2) shallow monitoring wells within the property described in Exhibit"A". ALL RIGHT AND PRIVILEGE herein granted shall remain in full force and effect for five (5) years from date accepted by Grantor. This Right of Entry shall automatically be renewed for a further period of one(1)._year-aLt!a end of each demised term and shall continue in full force and effect up! ItRer; notified the other by registered or certified mail, return receipt regp* ;atat"t leasf-nun 90days prior to the expiration of the demised term of its inte tidnv of to renew. r ADDITIONALLY,111 :- rig)`fs'ap\ i teres gran d'iereunder are conditioned upon the reasonable exetcis= '"'i �e . d—i a grees not to unreasonably interfere with Grantor's urse Hf t e I ni(is d Iced xh bit 'A", and agrees to provide Grantor with advance J- it ri h .' ereunder. Grantee shall 2 indemnify, defend, save p• hold harmless a ran*or against and from, and to reimburse the Grantor wi., vect to, any anall d)1/66, es, claims, liabilities, laws, costs and expenses. Gra further agrees thaH slr at the Grantee's cost, repair any damage caused to Gran st) rop.erty ash 6 Grantee's exercise of its rights hereunder. '''----7.11.E: CIVC IN WITNESS WHEREOF, the Grantor has caused these presents to be executed in its name this 13"` day of N8 ven.' -,2012. Dated Project/Acquisition Approved by BCC: ),Jnvtmver VS,2212 xic rvd.a.,\ ,rn'-1 la b\ AS TO GRANTOR: 00 DATED: \\`i3A2 a12 ATTEST:. BOARD OF COUNTY COMMISSIONERS DWIGHT. :• BROCK ,Clerk COLLIER COUNTY,FLORIDA 0_st a t::#p.;ChaltlAdiit"'Reput i k FRED W.COYLE,Chairmi gtgnature oft4: Approved as to form and legal sufficiency: t This Conveyance Approved Cy Jeff�W ght The Board Of County Assi ant County Attorney Commissioners Collier County Florida, Orsa�it3T�2ema No: 1 ' t ® 1 *** OR 4855 PG 902 *** j 6 1 6 ......... EXHIBIT "A" MW-LT1 Location Information: • Beginning at GPS point 81°28'53.8265"W, 26°26'23.2905"N, Collier County, Section 35,Township 46, Range 28, intersection of Lake Trafford Rd and Pepper Road. • Follow Pepper Road west 2,455 feet(which is 50 feet east of where Lake Trafford Oaks Drive begins and Pepper Road turns north) • Follow paved entrance southwest for 55 feet to gate. • Enter Conservation Collier property at Gate. • Follow two-track path southwest fora-85-feet • Follow clearing along sou -s` reams fid- t for 80 feet. • Well site is 15 feet sout kOreeiine that r - O t/\west at GPS point 81°29'22.289'W 26°0' 248"N in Section /-td nship 46, Range 28. • Monitoring Well site&ti ceed\5°x-5' -area. MW-LT2 Location Infor ati•6 j 7 • Beginning at GPS •oi 81°2 '5 2 ' 6"'2; 2 .2905"N, Collier County, Section 35,Towns 1-3,'.i •,'Rn , I- ecti•^ if e Trafford Rd and Pepper Road. C`"c\ j•• Follow Pepper Roa• v{e 2,505 feet. „(5– • Pepper Road turns no,fit ol`ow Pepper Roa• c�#hwest for 80 feet to gate. • Enter Conservation Colli- o erty Gat-��'� ' • Follow Pepper Road north , (`f&tC V- -t • Pepper Road turns west. Follow Pepper Road west 2,560 feet. • Pepper Road turns north. Follow Pepper Road north 1,300 feet. • Pepper Road turns west. Follow Pepper Road west 2,235 feet. • Pepper Road turns southwest. Follow Pepper Road southwest 255 feet. • Pepper Road turns west-southwest. Follow Pepper Road west-southwest 2,830 feet. • Pepper Road turns south. Head west 80 feet into clearing on west side of Pepper Road. • Well site is at GPS point 81°31'1.9727"W 26°26'44.7335"N in Section 28, Township 46, Range 28. • Monitoring Well site not to exceed 5' x 5' in area. (rr,, OR Book 5173 Page 2207 16DINSTR 5147426 OR 5173 PG 2077 RECORDED 7/10/2015 4:09 PM PAGES 3 6 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA 0OC@.70 50.70 REC 527.00 PROJECT:Conservation Collier-Pepper Ranch SWFREC-UF/IFAS Monitoring Wells RIGHT OF ENTRY KNOW ALL MEN BY THESE PRESENTS that hereinafter COLLIER COUNTY, a political subdivision of the State of Florida, its agents, contractors or assigns, whose mailing address is 3335 Tamiami Trail East, Suite 101, Naples, Florida 34112, known as Grantor, for and in consideration of Ten Dollars ($10.00) and other valuable consideration to it in hand paid, does hereby grant unto the SOUTHWEST FLORIDA RESEARCH AND EDUCATION CENTER (SWFREC) UNIVERSITY OF FLORIDA, INSTITUTE OF FOOD AND AGRICULTURAL SCIENCES(UF/IFAS), whose mailing address is, 2685 SR 29 North, Immokalee, FL 34142, hereinafter known as GRANTEE, the temporary license and right to enter upon the lands of the Grantor, for the sole purpose of installing, maintaining and monitoring eleven (11) shallow (<10 Ft) monitoring wells within the property described in Exhibit"A". ALL RIGHT AND PRIVILEGE herein granted shall remain in full force and effect for two (2) years from date accepted by Grantor. This right of entry may be automatically renewed by the Grantee for one (1)year at the end of the demised term upon written request by registered g.-eertiifi d nail,�return receipt requested, at least ninety(90)days prior to the expiraa b1116ett'�tse :term. ADDITIONALLY, the' rrOfts and interest granted\hereunder are conditioned upon the reasonable exerese thereoby'Grantee-:`Gran a agrees not to unreasonably interfere with Grantor's use ofi{/he_landslstes �j12ed 'q_ bit n1", and agrees to provide Grantor with advance ngtic ( heyn(/edrdci�slri)ifs\r) tsl hereunder. Grantee shall indemnify, defend, save ;an `h�ld,`.h rmle4 lthe Gra for against and from, and to reimburse the Grantor with_r sped�o-arI}r-and, all'=daaa 'a,e5, claims, liabilities, laws, costs and expenses. Gra\nte further agrees th tit$hal(,. the Grantee's cost, repair any damage caused to Gra tpr, property as a r-est�lt//of'.+Ca? ntee's exercise of its rights hereunder. 'I- -1/L., IN WITNESS WHEREOF';--tna,(194ftbi ha§ caused these presents to be executed in its name this v"- day of-�i,C,t- ,2015. Dated Project/Acquisition Approved by BCC: 7 _ Vo,, I'a. /691)/3 AS TO GRANTOR: DATED: -7\---1 ) 7-0(6- ATTEST: SATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK,Clerk COLLIER COUNTY, FLORIDA • s '...1_.414 1 4BY: :/(i A{i4Visti r, %-puty Clerk TIM NANCE,Chairman S1004104'k' Approved as(9dtm and legality: *144� -� kb Jen +15Te�r A.Be pe. ssistant County Attorney v. •l4 a c�� OR 5173 PG 2078 16 13 6 1 EXHIEIT.'5 Page..J.__.of a^ To Conservation Collier: UF/IFAS would like to install shallow wells to monitor water levels across Pepper Ranch Preserve and requests Right of Entry through April 2017.The maximum depth of the monitoring wells will be 10 ft.below the ground level and they will be screened for the entire depth.The monitoring data from these wells will be used to evaluate the flows from and to the Pepper Ranch.These flow assessments will be used to delineate the watershed boundary for the Lake Trafford under a project funded by the Big Cypress Basin office of the SFWMD.The specific locations for these will be determined after a detailed field visit during July-August 2015. Depending on the detailed field visit,no more than 11 wells will be installed(two transects of four and one transect of three). Preliminary estimated coordinates for monitoring well locations are shown below in Table 1.The locations(preliminary)of these wells are shown in Figure 1. The location of the wells may be changed after field visit and topographic and hydrologic analyses Table 1.Preliminary coordinates for the4rwe n i oring wells for the OF/IFAS Lake Trafford project.Maximum well de, tl 401 below gr+ ill rface. 1. 26°27'26.49"N 81°30'33.11"W 2. 26°27'9.53"N 81°30'15.13"W (-1 0 J .. 3. 26°27'0.65"N 81°30'9.36"W 4. 26°26'50.88"N 81°30'0.01"W0 5. 26°26'37.40"NiSCd 81°31'15.49"W 2WE 6. 26°26'31.27"N 81°31'1.50"W 7. 26°26'30.15"N 81°30'57.51"W 8. 26°2623.79"N 81°30'50.39"W 9. 26°25'50.66"N 81°31'27.17"W 10. 26°25'58.75"N 81°31'8.86"W 11. 26°25'59.56"N 81°30'57.02"W 1606 OR 5173 PG 2079 EXHIBIT Pat] of 2- 4.1 i1 4 j1? •H Figure 1.Preliminary location- p onitoring wells fobLake Trafford watershed project. fF c �� 7 Best Available Image 16U6 THIS PAGE INTENTIONALLY LEFT BLANK Plat Book 12 Page 67 160 6 , I _ t4s °kr i 4 WI b 1 ; !!.4.11;4,41,11 t 1 ! , 1 • _ , \' 0,,,: , ,,it:: :14, :. -!::,,,, / , -____H, 411 t),tiptptk at1 ,s - i, i / I4 ielGcr h, 04 • \ I . 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N, • P . , „...... _ . .,.. -- 16D 6 THIS PAGE INTENTIONALLY LEFT BLANK Tax Bill Folio #00052360002 1606 12017 lax Roll Inqu rY Systint 11 I' cel 005236000 Loi:(o NO Site Adlh-e.1 1)Ite R'c qr1,Anatio C ''' � II) PrupergAppla oI Alap Paid Psi 10—..7.0, 1 0( C haler Il'umtaion Lep'iksenfnbn Pay'Ictnt�t>-,� Cmlcnt You In,talluut Payurl' COLLIER CN 122 46 28 THAT PORTION OF SFE( N oe tita"(.x, H10.0i0.0(1 CO REAL PROPERTY MANAGEMENT 122&27 AS DFS(IN OR 4039 I'C1 Deccribci 1.011 Miu.Otl'OA 13335 TAMIAMI TR F SIL 101E 13511 AS1 lantuny ( 0 M 0(110.0(1 a C1 Itbntl) 1.01 M1U.0011 0( 0 \l,u.h 00( (NAPLES,FL 34112-00001 \Intl P).0(1 Next to.0 Irrtallnrnt I'aylttl \ia\. 1,On1 dp.Otl,1.e(1 \larket Valle 1247.75(1 ((ate As,e Ked Exenpt Taxabkr Tax Atiount County 13.5931 (247.75(1 247,7511i( (0.0(1 \IBICode 243 Sate(tru Honor C] School-State 12 39401 1247,75(1 1247,7501 10.0(' G_octour Code e I0 Percent lap (� ScIuo14 ocaI 12 22311 1247,75(11247,75(18 19.0E TDM Stn berF1 Ari tdi7 tulr lac 10.00011 H Q fl Fq I1,111Nunl er 11 Arces<ed Valu 1242,75(1 I)epealent 10.306,1 1241,15111247,75(1E1 10.0(1 Aiteage (99.1(1 Water\191111 10.25451 [247.75(1 124 7,7500 10.0(1 Honrstead d Independent 13.750(1 (247,75011247,75 cE 10.011 Senior � V7ter Apt Dbt10.000(1 9 8 M 10.01 Stant;Widowq1 C7 Milktge To:d il2.52721 Told Ad Valu eml0.Ol1 In,Wllnrnt 81ux1 Non Ad Vnk>rcnt PuLl Pay p l3:ulkngit i Disabled 9 Nunber Dinit Tope .61101 Ik!erred A'eteran 8 Q 11 Q \ WEE [(7.7X1 O 0 a n liu�u ti m � 1 ('pilon 9 Q Q Q UQ Cross Tux ;),IX1 TaxahL'\Fahr• P ('A Foe 10.0(11 Adtrlr ing 10.001 ITetliun Tax Yeats 1 1 2016 Tin Roll kgtn y Swtenr Pared ID 100052360001 Location 1No Sim Addresl Dole Receipt Anutntt Ptopett Appoint Slap Pail© (1.O(1 �O 0 i 1 i 1 ()tttt:r Irt10m21tu nt Lenal Description Pay Tears Curtail Yearlimal(n itl Payrlunt 1LOLLIER CN I'd 122 46 23 WI%_OF SW 1/4 0( NO%eni i 10.001 810.01 -0(1 100 REAL PROPERLY M:ANAGIAIL[NT1 1SF1J4+SEI'4 OF SWIM Decenlot 10 011 C 1)00((1.0 13335 TAMIAMI"IR I.STl 1011 d lanauy 10.0(1 (1(0o4(0.0(1 1 O 0 February 10 0(1 1(LO(10.0( d Q Mmcb 10.001 Nctr year burallncitt Payncrxs 1NAPLLS,FL 34112-000(/ April 1{LO(1 yy��1I,,, She (71.00010(1 fl io.11[0.011 2015 Tax Roll L>auiry System Parcel ID 1(7005236000:1 Location 1No Site Addresl , i to knew( AnuwN i i I Ptopettc Applaiset Slop Paid/1 10.0(1; 10.0(1 ! chum Iniomutu n L:ipd Dcscriparn Pay Rini; Cullen(1 Year Innt:dhtnnt Paytnttas COLLTFR CNT11 122 46 28 W I72 OF S\VI/4 oF1 Nutrubei.r-taA H10.001'0.01 1 1 rvrtnrnt pRnn>;nTvn,rerIM:FI,iF.1 CEFIa-rcct1.trucwv,1l Ix...nc„.,r v1 160 6 , , 1��. . .... . j 3315 TAM1AA0 TI)F,S TF 101 [I (ntukg,, ).0C] Ej4.00]�CO 11 a \l,edl .°(. NAPLES,EL 34112-000 1pn) ' O( Next}em hntalmm 1501 10 I \Iay DA Hi0.Of1:Q.(IC. , 91) .0(]:0.0(] i I NOW Inti x.001 12014 Tac Roll lo.1 ry System I Pared ID 1)00521(00(11 1 K tion jra site Addres] Date Receipt Anuunt Pmpert Apprtiter Slap Pail 0 10-0I InOn! i ,, Oon t Itil ni ata n I coal Dsci iptbu Pay Leant Current Year hestalhient Pay',entu I }'COI IIFR CNI1j 1224628 WI2OFSW1/40F \oteriFrer 9- M1°1 'Go RFAI.PROPERIY NIANAGLNIENIl jSEI/4+SEI/4 OF SW1/41 [cba1r0O H- PO0_O(j 1.13335 TA\d1AN4IT)2 F.S Ili I(Ill a Jantwy N"`l 9]- 11.0101) E a0 telling} 11.0(] H1 ot]{o(] t a a March 10o1 { (NAPLES,Fl.34112-00011 Aptit P.0 \ect}'cm'I rta0nru Payrrtna May 10.00Hp.o(i`{).o(1 10.0(]10.0(] '4 1)11' (Wit 1 !2013 lax Roll Inquiry System 1 Parcel ID 10005236000Location No Site Addres. Date Receipt Anoun ( Ptoperti;Apprac.er Map Paid© 9}.i11 �)o( Owner hitbntutim Legal Desenptom Pa)Teas I insert Year Imt:dlnert Paynrnts ]COI I.IERCN\1 122 46 28 WIi2OFSWI/4 OE] Notetrberlt�0 9]P.000.01 1(o RFAI.PROPERTY\LINAGI'MLN II(SEI i4+SEI/4 OF SW1/4 ikeenier l 011 Mo 0t 9)OCi 13335 TAMIAMI IS F.S'i U.1011 a January P.o( LPp.O(;] 1 OC a a Fehnm) °°1 P11o0jh0(] a a March 1.0t1 INAPIFS,Fl 34112-00011 April P.0( Next yen hntat}nent Payurn is Stay (Oil ).0110.0(1 fg9U.O]',0.(I ci Non Die 10.011 i�1 12012 Tarr Roll Irxluwv System Parcel ID jl(105236(X)01 I neaten No Site Address Date Receipt .Annuli Piepeto Apptneer Map Paid a 10.001 10.011 Otvzr Jut nnutlgl Ltigal[ksugn%ra l a}"Turns Cmend Year hsCd4mm f+tnLnLi 11COL LIER CN 1.11 122 46 28 W112 OF SW1/4 OF] N rcmhcr10.a(] 210.0(1l0(II] 1C/0 REAL PROPERTY MANAGEMEN11]SEI/4+SEI/4 OF SW)'l Ikeember 0,01] 1]11.0(]1).0(] 3335 TAMIANII TR G STE 1011 a January 91t] M .0_110.01 6)0 a a Fchrtury 1).01 (M10.0(]1).0[] ',.., p a March N t( l'NA'LliS,FL34112-000(1 April 41.01 Nest yearlrtitallnentl'a)ut:nle ll Slay 111011 �� 0.0( MI'07 Nott Du j°OfF 2011 Tax Roll Itqully System Parcel II) 11005236000: I.ocattm No Sde Addrev4 n Date .s,„„., 1. i f top sty Appraiser Slap - 't .0 ry til O N 1 - r 1 C)taerinlonintun l.eallkxmrtlm PayIernc linell le tItaul.ner ., ;'. j rits l;1COLLIER CN FYI 12246 28 W I'2 OF SW1/4 041 Notenl,er 11.(X] 9]9).o(]lo.oC1 �. 13301 TAMIAMI TRL 7 ISE114+SEV4 OF SWI/41 Deeenber 10.01] 9]10.0t]j0.0(] a a Jamul), lo 810.0t1[0.0I] a a Febtwn 11.0(] 810.01110.0(..{ rSi X 6 0 6 L u „.rrn NU -- [NAPLES.FL 34112-49611 \pir1 100t[ N.,` _t= t :uliuL.d`riera Pau[t.o.. \lac 10.01 r)0 CLOG[ N [)w(0.0(1 2010 Tax Roll In:luny System Parcel l I) 005236000 1 x cat nt 162822-162822 TRS-NAPLESI 1)a1c Rccri 1 \n ui Pngxzny App!tbct \lap Paid 3.0(,i [E 1) 0" lnIO111utkH7 LegA Descnptbn I:tp Cann ('ID;m11 Near li.11nun(1'ayiremi ICOFIIF.RCDITA 1224623\WI/2OFS\VI/4OFj N),errber0.0( (QKJ.00i00C 13301"FA\IIA:\111RL [SEIId+SEI/M OPS\Wl d IY.Nerrixl[0.0(.1 (Mi F0(IO O,II 0 0 lanury 10.00 fl ).00)]0.0(( 0 0 Fehntrry 10 Of.. {l -).001 .O(i 0 0 A[Irch 1.0C (NAPLES,FL 341 12-4961 April ;0.0C \•xt ycm hhraWnnt Paytritn. \Lay 1O.0( Ml().(1(I 11(I( p j).0([j0.0C] Now Due 1.a[ li r i - S 160 6 } THIS PAGE INTENTIONALLY LEFT BLANK Tax Bill Folio #00052960004 ,. ... 16B6 6 ,[2017 fax Roll Inquiry System Pwce) _ 6685 PEPPER RD . 0007296(1 00 Ia1••I in Due Receipt Atn nnr ID ----1 I\-tMOKALE7i 1 1'nipertp App>nn er `>. AI>np 1+sl 0 J.U( 4J 0( ``. .... Otttxt.Init>u,utx,d '. LegalIA•:enpnom Pa).'lei n-n Cullen(Yew I vnathrent.Payout,: COI LIER CN IA-1j27 46 28 PORTIONS OF SEC11ONi Nuc nioa> i 0)! 0'Ed 10.0( IC,0 REAL PROPERTY MANAGEMENT1 126,27 28&33 AS OPEC 1IN1 Decent-3,1 ).(H, HigioA 0.0 11337 FAMIA\11 LR F,STE 1011 'UNRECORDED SURVEY.FIJR711EL21 Lilauro 10.0d p111.Q(p B (DFSC AS FOLLOWS:I3EG AT Sl I'ehnun= 10.0( 0 OC 0.0( B Konlinued See Taerull \larch 1.011 NAPLES,FL 34112-00011 April f�)r Nei',tar ItaWifici9 Pa}m ut A lay 0(0( ©i`).O(0.00 ©10.0(10.O01 Vahec teiftthrarw njii+one Tae lnlhrm ti ti \l:uket Valle 10,254,5811 Rate A:sexed Eoenpt fixable (So Amman/ , County 1.3.593£1 1074,58(114,974,58(1 0.0( \la'(.'ode 243 Save Our Ibises gi Sclool-State 12.894( 16,254,58(1l6,254,58Q N_. Eserote('tide© 10 Pcieent Cap 11 280,00( School-Local 12.228( 16.254,58(06.254,58(1g 0m1 TDA Norther 41 Ayxulttne Ki City 0.000(18 © tPIgiItem'Sorbet H AssetisedVahe }4,974,58(1 Dependent 0.80691 4,974,58d11,974,58(O .4.1.4C1 Acre.>,ge 11,069.1(1 Water Algal(10.25451 14,974,580314,974,58(1© 4(H Itantstcad Q litlepe>nc t (3.750( ,97'4.58 1‘t,974,58C1F1 Satin 0 Vote,Apr DIA 10.0001 H © 8 0(1( Scuts Wxno n \lilltve 1'wxl 113.52721 Total Ad VuknemO.001 Iltaa Tian* Partial Pay E31itai Q \on Ad Valorem k3tuttnpt Disab'atd 0 \tn'Fer District Type Amnon ('etcout [1 D D D Dcietred litigation- WIDle 0,974.58[1 D D D D Ca;lrin fl D D D B (Gross Tax 100{1 Taxable V.,APA Fee 0.0( r Cl � Previous Tac Yuan '... 2016'I'm Roll htltuty S}steni Parcel ID 00052960(1041 Locution 17025 PEPPER RD NAPLES' Date Receipt Anaxux Propettp Appraiser Map Pail M 10.0( 0.011 Oa,et litfitnutxm Legal l anon tion Pap Toots Current Year ItErallnent Parnenu 1 'COLLIER CNT11 127 46 28 ALL 640 AC1 NumniNer0.0(.1 M0.0(0.0( i 100 REAL PROPERTY h-I.ANAGEMENT1 D Deeenicr 0.0( f J.0(.1'0.01 P335 TAV(IAMI TR E,STE 1011 0 January 0.`0(1 E140'.°U1H 11 Ll Felowl) 13"y 8 �i9._q_q El D Match 0.0(1 1,'NAPLES,FL 34112-000(1 April 9.0( �Non year h ataltraet9 Pant Ls \1ny 0.0( C71 0('P 0( 10 0010.0( i. Now Du:0.0( _ .... 12015 Tae Roll Innuvy System Pa,aelID 100529600041 Locatit, 17025 PEPPER RDNAPI.E(1 Date Receipt Amino> �.� Pr ttAppntiner Map Paid El 10.0( 10.0( Ottrer Inlomuiion Leon Desc,yvion Pa}Tenrt: anent Veal In allnvru L'ayountc 'COWER('NTIl 127 46 28 Al M1 1.6.70 Al Nutemlt rr0.0( 0(41.0( h.n RFA' rrzoPr-R'ry n,tAty ar,�r�'d(1 c1;v,•nti,t,nd nh nrin n� •�� ._ � _. 1 6 0 6 .,..___.. "1 ll (43335!AMI\M!TR E,STE 1011 11 LrxIffy 10.0(1 {100[110.0(1 [1 �= I ebitrmy 10•01 K.,iJ.O(iIv.`^1 r 1 %Lt.', L).0 -i Nod t.aa litriall» s Vrnl Paaorm1PLES.1:1 34112-0016 Apel 4)0� r ac 41.0 ��.0�0.0( \l H io.u(1 in ocl 2014 fax Roll Inquiry Sysrenr i Parcel ILl 1005296000- tor anon 7025 PEPPER RD NAPLFS Date Receipt Arroad Ptaaperr Appraiser Map Pao Q 10.0!1 {1.0(1 (hoer Infinniti ria I ega!Decd plum Fax Tont: CnnVnr cal has,allna:rn Paymrnt. ICOLIJER CNT11 127 46 20 ALL 640 A( Noxeniaer Fai 4).0114)(R1 ;I 1C D REAL PROPERTY\-!A VG17xtE:NT I] Neenfer 1(101 [(}10 01-.0( 3335 TAMMIAM1 TR F,STE 1011 D January 4).011 Q10.0(110.0(1 Q 0 February 4)0(1 0 i.0o14).0C I] I] Mach 10.0(1 'NAPLES,FL 31112-000(1 April ��0 Next!,,,ear hntalhatilu Pu}nnd.. M Ix 4)_0f1 H�Ti°0110 0(! C7 .lHi 4).0(1 Vint Du:10.01 2013 Tax Ru!!Inytiy,System Parcel ID 1000529600041 Location 7025PEPPER1DNAPLE51 Date Receipt Arnimt PropertyAppnri:er Map Paid 0 4).0C 'p 01 own,hakarnnlxw t egal t)cscniptirm Pay Tems Current Year hxtallrent Paymaus ICOLI1FRCNIY1 127 46 28 Al I.640Mi Nuaeirer410(1 (1'�4).0(14)OCl ICO REAL PROPERTY MANAGEMENT'11 Decenber 10.021 1010.011p.0cl 13335 TA\ITAM1 TR E,SIE 1011 11 Lawry 10.01 OM) iU.O( Q 11 Febnrary 40111 FUG- 114).1H1 Q Q Starch 01 INAPLFS.,F1.34112_-00001 April FANe'xt)I.0 b.11dtrru CaynrnL tay 41.0 04).O11-0(1 Nom 1Ae IP 01 1 2012 Tax Roll hgrwy System Parcel II) 4)005296(}{7041 I ocetina 17025 PEPPER 121)NAPIFSI Dale Receipt Mnu t Plnlxrt}Appraixt Slap Paid© 10.01 41.0(1 Guam Inkamutcan Legal D::cnptitn, Pay Tents Curren(Year listallrout Payntnus 1COLLIER CNTV1 127 46 28 ALL640 ACI Notemtr:r0.0t1 g1°.°0.0 I IC/O REAL PROPERTY MANAGFMENT1 100 Dee�ntrer H. El 10.0(11).0(1 13335 TAMI.A\Tl TR F STT.loll 11 Fcmhtiar,n H [j 1 o O (I'0ll1 0 0 a 1 MR'S I 1 0 March m3.0 1NAPLFS.FL 34112-00001 April 10.01 ppNrxt year hrtal nrnt Payments lay 4).0(11 CL10i0iIC0`t 41k).0C10.0C Non the 21111 Tax Roll lrcluay S}stcm Parcel ID 4)(10529600041 Location 7025 PEPPER RD NAPI IA Dale Receipt Ai utux$-, Property Appraincr Slap Pail 41 41.0111 10(Jl ch,,,,,,lnlixnutirm I co I kscniplrm I';n tenth C unent Year lu talh,eta Payrolls i K:011112 CNTY1 127 46 28 ALL 640 ACI Noyanber10.0(1 21(1.00.0(1 1 i lI 13361 TANIIAMI1121.Fl 0 Decelncer �4)0(i'10.0(1 , t HLalanlry ).()g l�_Q(. Q 0 Februuy 10011 g x.001 1606 L U 161, 10.011 1N API T'S,1.1,34112-49611 10.0t1 Nov!,,,at 16,4 Ili,6,6 F t} rrtl AC 810(4110A 11()0011101741 Now Da! 2010 lax Roll Inluuy System Pa6x1 ID 1000529600oA Lao t.h:e, 17025 PEPPER I F ER RD NAi L GS D o Rete pt Atnnrd Newts-Appta+er Alar no( t)�.rwc I kFI 1tt!X)0 14011 k,.6p06a6 Pay Tzms ("lir-roll Year bis allnuu F.:OLLIERCTInn 1274620 All 640 AC1 \ota»na 11.0Ci l.0(l[l.01 3)1 TAV1I_ANII TRL Fl 0 l\.other U.UI M1CLoglo.0fi l Aticul H1.011 -)(0 0.011 \larch 'p 0C� [NAPLES,FL 34112-49011 Aptil 0.0 val. n_(look \lay il.00i N„�wz,o1 II 16Db THIS PAGE INTENTIONALLY LEFT BLANK f 0 Tax Bill Folio #00053000002 . . ,.. . 16B 6 ' I ___ ....._. 1 2017 Tax Ron Inquiry System P;ueel a 8855 PEPPER RI) 111 100053(1001f021 ''"A"" IMMOKAl EF 1)de Reccqu.Alrtnne Property Appnrser \{ap I':n.1 H 0.6ii Fi-0�( Oottcr In8mit m Legal D coptkm 1 ,y rem, Cwn:ut Veal lmtail::cnt Payni:nrs ,OWER CR 181 133 46 28 PORTIONS OF SEC 28&I N ry•nits)10 og E10.0010.01 K70 REAL PROPERTY NIANA(EAIPN1I [SCC 33 AS ELSE IN OR 4089 P5j Ikiern,cr 1,011 010,0(1E( 13335 IAMI\.\fI Ht E.S1E 1011 [3911 DESCRIBED AS PARCELS'Al Lunn:, '0.0OI (M1 0(pC 0 1C','Ti:' Icbnury ,0.0gl9A10.00 0 [1 Starch 11).0(1 Nem Non.Ie1a11n.ra Pap-wilts NAPLES,EL 341.124100(1 Apni '0.01 r, Vlay, 1J_1 MIMI .°(. 9 _°14)_9 Wil. �_- \al�~c•'it trJtt�titrn`:�xt5�� ak n rttnh�it \I:rkrt Va[m L979,55(1 Rate As esxed Exenpi Taxable: Tax Anutnn 1'Otmty 13.593 _'.979,55 1,979,55( 100( NMI Code si Save Out[Ions 9 SeIuol-State 494(1 12,979,551112,979,554 :0,0ij Gsrrotc Code El II)Percent Cap g Selxn){-IAcal 12.2280 12,979,55(11-1,979,551B 1u,00 [DA Number Agneulnue 9 City 10.0000 9 9 9 11.1)01 Item Matter 9 Asscsud\'eche 2,979,550 Deperrlcnt 10.8060 12 979,55(112,979,5501 10.0(1 :\eteage 1851.30 Waist Matt 10.25451 12,979,55(112,979,55(1 P.001 Homestead 9 Independent 13.75001 12,979,55012,979,55(1© 1).00 Scrum M Vote!Apr Dbt 10,000(71 9 9 9 1°.O( Slant. Widow B Milha Total 113.52721 Total id Vrkrc4.0(1 1tnulhnni Ell'uxl MNon Ad Valens 1`,r0rd I'ay t �7 RaDisabl:d tl Ntmber Distuct Type Aixout we, red whole 12'979,5501 U Q0 On Crviitn 9 p a a n coo»Tax 0.11 Tax:1bL\'akr 1 PA Fee 10.00 Adtertisuv 10.001 Previous Tax Years 2016 Tax Roll len r3ry System I Parcel ID 100053000002] Location 1100 PEPPER RD!M\IOKALEII Date Reeept Am.,unt Property App n r 814p I'akl fl 1.00 10.00 oxen "kq.,.;- ., at x 1,', 4-,, ,"- ....- ,lei e,.m o ,c"'r.»...,; t',s,;.s< 5.s' I OwneiIrtiuruuotn I.egtlIkienptit Pay Tenn; CuieruYear 1mWlnrniPayucntx !COLLIER CNT51 128 46 28 ALE] Nov rbcr10.00 9'1.00113(1(1 1COREAL PROPERlYMANAGEMFN11 Q December PTI 00.0(110.(X1 _,. :„ �,— ,_mom s,,' '.x=„_gw, ...: a re 13335 TAMIAMI IR E,ti 1 E 1011 0 Jmnr,uy 13 00 1810.0C11).001 February 10.01 ©,UPuf1l']3(111 I] 0 \larch 10.01 INAPLES,EL 34I 12-000(1 April10 00 Nest(ear Ix n1 nLnt Paynxnts Slav 10.001 m".0(1p"001 9 AI°°d Nnar the 1(.0(1 2015 Tax Roll irquc).System I Pared ID 100053000002] Lrxatkin 1100 PEPPER RDIKIMOKALEL1 Dat- Receipt Amu ....— Pupa nyAp1ro tir:r Map 1'ukl 1`I(l0 10 Oil OwleiInlimtulun LegalD.sctiptan Pay"Farm (@tnrcntYear InaallmentPaynents VCOLLIFR CNTI' 128 46 28 ALL1 November 1`1,0 1 Fi1.00 M).°,1 k',n 18841.PROPERTY MAMA(a'M N li Il n...,—,E.,h nil k14t n(t4iil 0 1613 6 „_......111111,11 1111........-.111_1..,., .1 I "..� LJL_3Lul 1 1 13335 TA\OAMIIR F�,S.11-:101j L Jantui 110(1 010.01110.0 II j 11 (r rchrtuJ) 1!011 Fi1l0 1.0j( , / 0 0 \Lurk 10 0(1 NAPLES,FL 34112-0000: April 1)� eYyearht�iallnem 14�intnt. \l:,y 11(x1 D n.o(1k1o(1 0).00110.0(1 Now Du.1).OL 12014 Tax Roll Inquiry System Parcel ID 1100510000021 L.'anon 1100 PEPPERED IN1MOKALEEI D:de Rczcgrl Ann,in/ Propcti Apprai,a, Meir Pail1� 10.001 11 O(1 Grin t 136xirution I igrl rk,cdplxm Puy Taus C rnxem Year l,r t.illnreu Payaeut-. ICOII.!Fit CN 111 13S 46 2S AI.11 \oteet ci pi 0 (l(Fliii ICO REA'.PROPHZTY 11\LkNAGLMEN li El Ikcemher 11.01 111l.001J.0C 1,!3335TAMIAMI1RE',Sill1011 O Lin:ruy 10.0( 0 .t)L1)OC E 11 rehn.0 10.01 01,0.00110.0(i j tl \larch 1).0( INAPT FS,111.34112-00011( April 10 03 Nest ye:u huutlhrant P:ryntnus \Ltv 11.0( 01)010 0(i 000li)xi Now l)o 1).0(1 2013 Tae Roll!rent}Systan Parcel R) 110053000001 Location 1100 PEPPER RD RvMMOKALDI Date Re eipt Anumu Properte Appraiser Map paid 1).(1(11 ,O.Ot1 Omer hdimrution Lep]Desagrtxm Pay Terns Current Year Imlallonnt Payncnts 1COl ITER CNT 1i =s 46 28 ALI.1 SIorenAer10.031 00.0 10.111 (Ci0 REAL PROPERTY MANAGEMENT![1 (Venter 10.0(1 0) 10.0(1 133351AMIAMI TRE,STE 1011 0 Laucuy 1).01 E0-01°(R-11 Q [I rcbnary .O( 0b.oc ooc4 0 0 Match 11.001 1NAPIJS,EL34112-0000 April 1(1,0(1 Next yi:ulmlalknimPaynna \lay 3 C0 00.01).0 041.0(110.0(1 Now Die 10.00 2(112 Tie Roll Impart'System 1111.Parcel ID 1000530000021 I ovation n 1100 PEPPER RD NAPLESI Dale Receipt Annum ,-,,,,,,,,,,,,,,,,,...........,,,,,,M 4 " -'ri I'ropcnc Apprriscr \lap Ommmr Inlirrnuuru Leu!Dcitaiption Pay!ems Gown Year hsLtWrent 1'a}Hent; COLLIFl2 CNE}1 128 48 28 AI_L1 Nutcntxr10.011 Oo.ot1 o.001 ICAO REAL PROPERTY MANAGEMENT'0 Deua iter 10.0(1 R10.001I0.011 13335 TAMIA'I1 TRE,SEE 101 0 J:unnr)' 10 001 0��91 .001, 0 0 I ebiu.n, 0Ot 0�`)0 �- (Q 0 Much 10.11 !NAPLES,FL 34112-00001 April 10.(H1 Neae year In LtAet- ,.... May 10101 010.0110.Of Now Doe 1)-(K1 2011 Tax Roll lull 1I System Parcel ID 1)00530000021 location 1100 PEPPER RD NAPLE51 Date Receipt 1nuwu Proper!) Approi.Jcr Map Pai10 1!101 11,0(1 :,"`-- Outer 1u6r0u&rn Ittq,31IJcscrirnarn Pay I coin (Amid Yea lmtelhiunt I a}nmus 1111 � 1C01!IFR CiV 1284628AL14 No‘e,ther l),0(1 01°-Rii).°Li :,... 13301 TA\41AMI 1R 0 Doeen}tet 1!011 010.o(110.oc1 II ii Jatactn= k11±1 OF I,.ua 0 Fehnw} 10.001 fl1).0g10.0(1 L 1606 Ii L ]rartl, p0q \ .i t;.ar Inst tP nrrV Paxr,ci�#s P AI L FS,I L 34112-,19611 Alvl 10-O(� NIA 10 out � r al$k1.ot kl.00 tioxx tx 2010')ax Ru11 Itt7,uI3 System P.rt.el11 1300530000 Iu.a +n 1100PEPPER RDNAP LL I)ile Receipt atItnag Iirp ttx Appratscr Map ' .4 Pad 100(i 0011 Otx�xr Inevnvia t; (e!d Dex npticm P:a Tents Correa KOLi 1licNrY 120 46 20 Alit \;rn iTie110.0(i H1.(lt)ii°.0q; 13301 TAMIAMI TRE.El g oci © 10. Jaxt.uy 11.011 Hi°°°1111 p p I�ebn.u; 13.o� (x 1°.0oj� xeir Itn�16t>~nt Patnentxs NAPLES,FL3Jl I2-4`.)611 April \e±n�J.O(� May p3 01 R ME .0 r�� 1606J THIS PAGE INTENTIONALLY LEFT BLANK (77,‘, Tax Bill Folio #00053200006 1 6 n 6 _ ......_ __..........._ _- 2017 Tae Roll Inluiiy Systent Pucci ID 1)00532(11100(1 1„-,44;61, No Site Addras Pial.e 12ii e t�Aniatinif" u --' 1'10111,113 \pprncea ,C�a MIaP . „,.. Pad@ 1f10(1 0r Wim; Uitner InlitnaTur,a Ln.d Dtariptim I:o TemxCavrent fait In c$.nrnt Pax-raid. 1, 1COLLIFItCNT1 133 46 28 BEG SECNItSEC 33] Nnte Kr./.00 Mlo.00 10'011EALI'ROI'FRII\4\NAGF\II-N 11 1588OLG\1'531 5311 9I-T,NOODFG\b1 Lkecnbcr 1(1.0(1 8'0.0(] .0 13335 TANIIAMI IR F,STE 1011 1'23.38.N54DECiE 5(1.(01-T1 1.anuuy 10.00 M10.001'0.0(1 1 0 NrOIDEGE 111.63FF,N26DE( Fchruuy 0.00 Mi00(>i .00 0 1Cbareaed Sec Taxa11 Manch 10.00 I }NAPLES,FL34112-00((11 April /0 0(1 next}e,n hntatI' tt Pa$nt nt, \(ay O.O(1 (J10.(A ).0(i gb.00.01 N,ax I)te 1000 ''� s. ,f fi' irit-.A'h mtuu"txin Mlatket Valle .<.56,32C Rate A.cusxed[xenpt Taxable Tax Anpwx _. . I otnny T3 q 1056320 656,3220{lj 1p•O0 \NI Code 243 z"�^ "'° .� •'r"* ”" ""'°'' ,".-` Saxe(ttu hones A Sclt,,I State [2.8940 1656,321(656,320{ 1400 17 crow Cock 10 Pernnt Cap } Seluol local 12.2280 F3-677.2- 1656,32(] .1.O0 ID-\NtntitcrQ Agticulttne fl Gita 10.0000 R M C7 p).(10 ItemNautiur A '.. 1 ,\,,,,,,,,,i VO$o 1656,321 Depercieut 10 8069 156,32(11656,32(1M h 30 \aeage 1187 ti0 \Mater\Iglu( 125451 6656,3201636,32(] 141°431 Honestead (]l bdepetdent 13.7500 1656,32(11656,32(1 A 1°.O0 Salon M Voter Apr Dht 10.0000 C7 © H p.Ot1 Slants \Vilow 8 N[dltgc Total (13.5272] Total Ad 1'ukarem10.00 htstalhrtiut Partial Pay 111.111d F5.1 Non:Ad Vnkirens RuJ'rupt Dabkd 8 `turber Dttrict T}i>< \nutuv 0.t 1 ared L Veteran © Q Q .,r+a.., WhOa x56,32( D . u 0 Q Gross Tax ).001 Taxable Yalu: M P-\Fee ;a0O Advertisng 1).00 Previous Tax feats I 2016 Tax Roll buluny System Il Parcel ID 1000532000001 Lrx:autn 1No Site Addics !rale Receipt Anuunl Ptopett}Appraiser Map Pad A 0 .-- I Oater inibnrnti rt I.emil Ik:agttaan Pa)Tenz; Ctstetd Yeiu h eemlInetll Peyvmas 1C0ILIU(CE Cml 13•46 2R A111 Nutenfier10.011 p lA0p 001 _` 100 REAL PROPERTY N(ANAGENIEM1 Q Ikcenber 10.01 8b.30110 00 13335 TAMIA511IR IE,SME 101 0 Jaanttry 10.0(l 0).001000 0 O Fe-bonr} 13.00 ©19.001U.n0 0 0 \lo h 10.00 !NAPLES,FL 3‘1112-0001 Aped 10.0(1 pNext year 6nerIlna it W.+tnents \lay 10.00 �C�7711.00 .O( 0110.00 0'00 I Nuw Me 1.0 2015 Tax Roll itxlui,y Sy,tent Parcel ID 100053200000 I_ocutiut (No Site Addres' ►ate Receipt An tntt',„ l'onpeC)Appntne- M1ap Pa?l� 00 LO Ova-tet Intomution Legal Faseaiptxm Pay Tenn; ['I/rent Year hrtafierrt Pa}netes }COLLIER CNFI1 133 46 28 ALL] Notrntaet 10.00 ©10.0013-00 1 'rim 11Par trttnnFtr'tvTAAAIArraet.-rstl 11 it.......a...,Lim Gtr 03Fm l 1606 , _ 1 1333 IANIIA\II IRF STE 1011 0 Jana,% 10.00 pp.0411.04 0 0 \ftueit 100([ [CAPE FS_FI 34ll2-Oo00 \pul 10.04 Next)cat hotnl!maa Paynrrrt, \t,o[hie 10to4 014 Pax Roll ltytwxSystrm 1 Parcel II) 1000532000A 1 ocatint [Co Site Addres. [) ale Receipt -lnuunt t Property Appraecr Map Pail j [t 1.04 [3(1(i 'i (l u.hilinnuuin I0ut1I)csrripti,n Pan Tenn, Oaten'Vein Imialh,ctu Pa}tmut, I (COLLIER ENIlj 133 46 26 Al Ti Va',eniier.'AC Hi1.0(11(1.0t.i 1 IC/O REAL PROPERTYN1ANAGEl 0 0.ienhei[I)A1 Q'0,0410.0 13335 TAMLAMT TR E STE I0J 0 Jatuun) /0 nri ©i).0([Imo( 0 0 rd,,,,,, WI g'0.0(i ,001, 0 0 \Furl, 1l)oil pig NAPLES,FL 34112-00001 April 11[)-0�(� ``N,ext}tar lmtalli ent I'atnent, �... .1,, fl L110.01 1 i \ow Its 1.011 2013 Tax Roll hyuiry System Pared ID 100053200001 Location 1No Site Addresij Lane Receipt .Antnnt Property Appracer Map NO] 10.01 X1.01 S O0tx r InStniutun 1 coal Desetipttn Pap Tens Current Year Itattihtnot Paymuts 'COLLIERCNTII 1.334628ALT.1 \utenher10.11( HH . 100 REAL PROPERTY H-(14 A( [I De‘either 10,001 ©(l Oq 0.0(i 13335 TAM1.AlvI1'1RE.STE 101 0 huuuq 10.0d Kij0.041°.0C[ 0 0 Fehn:ay 10.o4 fl 01110.04 0 0 yhaat lo.0(1 Next year/,III.:111m.nt Paynent. t LNAPIES,FL 34112-000d April t1P'0.04 e''� �"`'II May 10.001 t NOM'Dig 10.0(1 2012 Tax Roll Inquiry System i Parcel ID 100053200001 Lotatnn 1No Site Addres*l Iatte Receipt Amann I'ntpenr Apprtner Map Paid[ 3,0111 L(0( Oatkr Infi tuitlun I cal lR prion Pay Fens Curretu Year littatlnent Payttints 1(0)11FRENFYI 1334628Al_L1 Nomntxr10.01 0 .043.001 I [C o REAL I'RO1'ERIY MANAGFMFN11 O Ikeembet 10.01 F1®0 P_ 3335 TAMTA\4T TR F.SIR 1011 0 Jamil' 10.00 jb.001O.00) Q El tehnury 10.0[1 C9t0.0 10.04 III 0 Ntartlt LidrItntaornta l 1NAI'L.FS;H.34112-000d April ��`CO� Next)�c,tllPap-rents - } \fay' L'_) iii _0od Now,.the 10 OL 2011 Tax Roll Inquiry System Parcel ID -)1)053200001 bn aSan [Co Ste Mired Elie Receipt Annuli Prope!n Appraiser \lap Pail g p),1)11 ipui =1 It 'Ole.Intuurutntt LL�epl[kseripeon Pay Tens Current Year lisialhtrto Payments [Coli IFS CNll1 .33462SALL1 Notenher.& 01).0(10.01 I 13301 TA'IIAv111RLJj E - Lkccnhet[CoC H..04 FA f U B 1'ebnuru p9C1 f:7t.:: �� f 1 i 1 16 '0 t..) ,,,,1 ......... 1NAPLES,FL 34112-49611 %pH '-16ii \c'd...,t1 lu,Loh,,t 1,,,,.,g, maY -- , 2010 Ta'Roll-Nun)Suml ,.. P,id II) k105320000t1 1.411n P62833 462833 MS=NAPLES Date Reecipt Nt kuup, , ...: 1 ropurty Apr.u.Ner 1181, Pad Fi !A pi. ow.intt,,,,,,,km, 1.,291 nocrirtknI P.,)L'imi CIIITC111 Ycar Ilbt11111VIll Pt teak 1. 1 aTi'.T.FC---iN IN 113 4o 28 All I ',8 oterther 10.0(i M p.0(1,10.111 1 F3-01 TAMIAM1 IRL 11 (1 l'ick etrbel 0 0 ,,,,1,411: 10,01 0 II rcbnury 10.04 11 1,,11 0 1 laiell pAPLES,FL 34112-49611 \FA Fq Nev ca In...,..klInrni 11,e,..trunk 1110.0111.10i Nli.s F.-0.1 El 1.004).oti 1 , Now Due i0.O1 _ I : ( 1'N( ' CAo SOD, 6 THIS PAGE INTENTIONALLY LEFT BLANK 1 Tax Bill Folio #00053840000 160 6 1 2017 Tax Roll'minny System 1'.ax1 6315 PEPPER RD 1000538400011 Lrc4O'flDale Ik eipt \ma II) IJIMOKALEll ',r Map 1.Paid 11 l;)2/201', [1164(10`1 r`in Legal I)...riptsin I'.o lamsEtnrcnt Year hooaltntut l'anmru5 H 'COLLIERC 135 46 28 NEI/-I.81/2 OE El Aot,,,bet]190.44 M 0( 1.o[ CO CONSERVATION COLLIER] 'OE N\VI/{,LESS 0R491'04DFEI)Fd Ikon ei1192dCi M10.00110.001 115000 LIVINGSTON RI.] ITO COLL CO,&LESS PFTPFR RT] lanuny 1194.441 8;0.0 0.001 1 Q 1DFSC l'1312I'G67 LESS OR 1834 P11 Fehn 1196.431 811.05;(),O(1 0 `onintkd See Tarrull March 119&ell I 1 A, ._._.— _.. i. [NAPLES,EL 34(09-0(H)( I ril �O.00 Nem year InstaW,trt Pay-nulls May [200 B;1.00 h,00 d <.< Nuee Iht�A0 r \)aks'Rednikun xenj7(,nn '77-`" To,InlEntuikin \label\'aIle ?,303,4521 (Lite Aver l Frenpt Taxahk- Tax Amount County 13.59381 (1,756,891111,786,89118 10.01.1 \IillC'ode (i Sane O.Honks 0 Sdxx,I-State 12.89401 12,303,452112,303,4521M 10.0(1 Escrow Clxle 8 Nun bet> 1.\ i,et l 1111 trcctt('ap 1516,5611 Sclrtul-I Heal ._> S(>; 1�,303,do.��,303.d5�© �)-Ol� 0 Anlialltnre M Cit.. 111.0000 fl [i ® VI00 Item Nmuiiet` .\e's,cd Vahk 11,786,8911 Dependent 11.80691 11.786,891111,786,8911M lo.o0 Acreage 1342.041 Water IsIRtnt(2.2545] 11,786,891111,786,89118 11.011 l Hunkstean n Independent 13.93321 (1,786,891111,786,8911(1 OA Senior B VukrAPI.IhtlU_OW0 M K (H 10.00 Status � \4'xluty Q Mtt14t�t'Total 11d,114,7104] Total AJ VabtuuN LLq InstaIhnnt Yarnal Pay Rind El \on Ad b'akirens Bankrupt let 11 11iuh'ed KiNurrher District Type An'Lmm [ekt cd Veteran Q190131 11nt 21 lC'n rban[ 1198 411 —� Litigation Whole 11,756,8911 0 0 0 1 1 Ciulirn 0 11 0 0 0 Gross Tax 1198.411 { Tanabe'Value Ki PA Fee 12.05 11 \tnisnu! 10.011 l'msinus Tan Venn 2016 Tar Roll Inquiry System Parcel ID 110053840000 latcatkm 166315 PEPPER RD MMIOKALEF[ Date Receipt Anntnt Property Appraiser Map Pail 17261.021 1174.1571 Owner(nfmnntin I e0l Description Pay Tetras Gomm Veal IrntIlrrerft l'ayrrentn Icor TR CNT 35 46 28 NF1/4,El OF 151/� Noneni,en 174.1 0( l.of >L 1 I � I � 0�� 11 i [COiCONSERVATION COI 1JP14 PE NWI/4,I FSS OR49 PG4 1)11E1)1111 INcenixr1176.011 ri0.111_:00 15000 IIVINGSTON 011 110 COLI,CO,&LESS PEPPER R11 Ian o y 1177.821 Id 10.0(110.00 II 1DESC P1112 P067 LESS OR 1834 PC1 Vehnnrn [179.641 © 0 10.00 0 <:ontnukd Sec Taxroll ----- March 1181.451 Next year hutialh7Lnt Payntnis [NAPLES,FL 34109-0000 Apr 1 r 0.00 \1.ty1 RP 0(00;0 Du 2015 Try.Roll Initiry System Parcel ID 10005384000(1 I ocatint 16315l'EIPFJI RD IMMIOKAI"i + to Receipt Annuli Property Apptnucr Slap Pail 11 I/05/2011 11006.151 1170.2.1 I Osukr Intnninun Lend Deecriptxm Pay Tent, Cturent'ioar Itnlallrent Paynrnts '1COLLILRCN111 1354628NLI4,81/2OFE1/21 Notcnbci170.2_ 810.0tib.00 1 6-.0 crml,,'RV's ll(1N C1))1 WO h)1 NWI/4 I I-SS(11246 Pt;4 DI 1 fll'V rx,,,an -r177?Old telt 0(110 n(i , "^, `� .,. II , . I 6 1:j Vi 1 ]l5000IIVINGSFY.N.RI1 11Ucot L(O VIESS IIIIIRRI,1 /AMU', 1173 7'.A. Iiit1(1 ea] 'n 10150 PB12 P067 I.FS5 OR 1834 P01 Fcbnun 1175.51 rdt.001l).0t] Q 1Coriliniecl See`t'uxro11 \latch II 77.311 NAPLkS,F1.34109-000qApnl 10.001 �tctt'.,..24,ht taRiteat P.t}nzr¢_a 1 ylay 10.0 pry nL)i.od 1(74-91 2014'fax Roll Irciniry Sslem ,Parcel II)]20053,84000(1 tncatiin ]63IS PEPPER RD IM\=IOKALEEI Iktie Receipt ArnnriI Piope.ny App a1er Alap Pad CI/14'2014] F5 1)11 1163 551 I inlinnulw'u L uti Lksniptitat Pay Terns Cu rciaa Yea,linttimer Pa;nruls (C'OLLIERCNT\1 1.354628NE1/4,01/2O0EI/1 Notenbet1163.51 0 1.0(1]0.(1(1 1C,0 CONSERVATION COt 110111 10E NWI/4,LESS OR49 PO4 DEEDLII LR.i bei 1165.251 a .O(Th.001 115000 LIVINGS ION RE1 ]I0 COLL CO.&LESS PEPPER R1 )annoy 1166.951 (r1(l1-4.(l(1 C 1DESC P1312 PG67 LESS OR 1334 PC1 ',Amur} 1168.0 8',0.0q10.001 0 ]Coti1int d Sec Taxtoll \latch (1703(1 NAPLES.I L 34109-000 .\pril 0.0(1 Nettyear 6rtallntnt Pa}nent+ Maty �AO1P'' Not.Du:10.0(1 2013 Tax Roll Itu uuySystent Parcel ID Iiii038400011 Localism 16315 PEPPER RD IMMOKALE11 Dile Receipt Aurum Pntl±erty Appial:er Mai, Pad 112/12120131 11462096] 116(1.31 1 Owner Inlbmuluin I epd Desenptam Pay 3com Current Ye:u htmallilrrit Payumav ]COLLIERCNTY1 135 46 28 NEL'4.El2OFEI;7] Noven'ter115S61 © .OG]p.0(1 1C,0 REAL PROPERTY MAN A(iEMENT1 13F MVI`4,LESS OR49 PCr4 DEEPEN December 1160.3? I]1.0( 1.(1 13335 T.AMI AMI TR E,STE 1011 [TO COLL CO,&LESS PEPPER RE] Jamul:, 1161.91 ].0(1]]0.0(1) 1 1DESC PB I2 PG67 LESS OR 1034 P(1 Febtuuy 1163.631 M q 0 10.001 0 10on1and See 0001] Match 1165.21 11 NAPLES,FL 34112-00.0(1 Apnl 79 Nex(}err hutallnrnl Iratart' May K1.0(1 El(t).0(l 1.001 O,).n(11rot4] Nott Dna 10.001 2012 Tax Roll Inquiry System _. Parcel ID )005384000( Location 16315 PEPPER RD IMNIOKAIFF1 Dale Receipt ''*,k/i1'i# "."` , -,`' ' "_ -.'" PiopcnyAppntucr \lap Paid11I/16201A 12666.101 1158.61 ,, Onrrr Inlinnutam Lcpil LlttrgRiun Pay Tans Ctatcnt Year cstallnrnt Paynr +_ 1COLLLISR CNTY1 135 46 23 NE V4,El2 OF E1i2] Notenber 1158.67] 81"(11l0.O1 1C1O REAL PROPERTY MANAGIiMEN11 PI:N%VI(4.LESS 0R49 PO4 DEEDLE] December 1160.31 ©109(.00.0 13335TAMIAMIIR.ILSTE 1011 [I0 COOL co,&LESS PEPPER R11 lama) 1161.9'1 F[11.0(110.0C1 II (DESC P1312 PG67 LESS OR 1534 PC1 Fchtuuy 1163.631 (Pi 0(1109(1 0 I onlnacdSeeTataoll March 1165.21 NAPLES,PL 34112-0001 April Nett year hntalbeat Paynrtxt I\fay 'I.00 H ). ).(![� EM Min.0 2011 Fax Roll laluuy System Parcel 11)1000538400000 1 ocarian 16315 PEPPER RD ISIMOK ALE11 Date Receipt .Anuttnt l uopeox Apptaucr Scup Paid 112/08201 11 11906 11 1160.31 Owner Inittmuttm Ie}siI Ikacuiption Pay Tenn, C'unent Sew lrtstallnent Palnenis 1COLLIERCNT\`1 ]354628 NEI/4,El/2 OF 01121 Nc•nbcr1150.6r1 fl00.0C110.001 I 13301 TAMIAMI TRL 1 1OF NWlhl,LESS OR49 PGI DEEDE71 December 1160.321 ]]1.00110.00] , tInf ,--- II [TO COLL CO,&LESS PEPPER RE] .hnuuy 1161.91 Ei 101410.00i II ]DESC PB12 PG67 LESSOR 1334 Pi Febtrcuy 1163.631 ©16_(H)) .O) � rte -v .. .. .•�. c.,-.......�.1. i6D 6 ,u 9ntin!ted,See l axroll i;,v 1165.213 .� d r0f i,,,,,,.„In tlh i M P.r r r w U 115,Fl 34l 1'-4961 1xRP 010(�r s�bn Nov.l 41_uc�} 2010 Tax Roll liqutity System Parc. 11)110053040000 I oc ttxm 16315 PF1'PFII RI)INIMOKAl Ell 1:titc Lc.eut \troth :1 Property Apprdi.er A•1ap Pail 112/24,2III I1 111812I(i 1163 (ty,tXt Inlonmltm IiL:dt)4vcriptu ot I'd)1emt+ ('wrcint Veit ItuuPntr'Pi)ueuL /COLLIERCNTY 15 46 23 NF114,F1l2 OF F11 Xorent>rrul58.671 ©1I 01 )_0C% 13101TAMEAMITW.Ii SOFNEVt/4,IFSS OR49P('4T)FFI)FF 1)ecentler1160.321 ©1(M 10(c 0 To COIL.CO.&LESSPFPPI"RRI i;trnurt 1161 971 g1:0 0110.001 0 (DISC PBI2 0067 LESS OR 1034 PC1 Febtteny 1163.63 H;0.00{;.1.0(-i ' CI ij{'ottuutcd Sce TtiamII \larch 16s7q INAT'I_FS,FL34112-49611 :April 'p,0L Next yeau Itria Arora Pu Hans KO otilo.(x) H i0.0(i IC50] /......N I., /.\ t6U6 THIS PAGE INTENTIONALLY LEFT BLANK 6 Exhibit K Attachment 3 16D6 ATTACHMENT 3—SUMMARY AND EXPLANATION of ENCUMBRANCES CAO 16D 6 1 THIS PAGE INTENTIONALLY LEFT BLANK vi 1606 Attachment 3 EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: January 26, 1979 (OR Book 907 Pg 1383) • Grantor: Rex Properties, Inc., a Florida corporation and Bernice D. Pepper, a widow • Grantee: Trafford Oaks, a partnership, with the following named persons; W. L. Crawford, Sr. (1/4 undivided interest), Jim H. Moody (1/4 undivided interest), Sam E. Heath (1/4 undivided interest), J. Edwin English (1/8 undivided interest) & Gerald W. Crawford (1/8 undivided interest) • Holder: • Description: Private Easement for Road Right of Way in Section 35, T46S, R28E • Analysis: This easement, which runs through a small portion of the bank, is a gated private road used by property owners to access their homes. The portion of the road within the Bank boundary will be assigned a PHU value of 0. y.., Additionally, the road is fenced on both sides; therefore, it is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 3.2 acres of Bank Property subject to easement 1,513.8 acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: August 15, 1986 (OR Book 1219 Pg 1113) • Grantor: Frank J. Pepper, as Personal Representative of the Estate of Bernice D. Pepper and Charles Parker, Joyce P. Hearn and Frank J. Pepper, Jr., as the sole devisee under the Last Will and Testament of Bernice D. Pepper • Grantee: Turner Corporation, a Florida corporation • Holder: • Description: Ingress and Egress Easement as described as East 60' and North 60' of the East 'A of the Southwest '/ of the Southeast 'l and the North 60' of the West 'A of the Southwest '/ of the Southeast % of Section 22,T46S,R28E. • Analysis: This access easement is along a berm outside of the Bank boundary; .-. therefore, it is not anticipated to affect the Conservation Easement or the Cry(}, 16D6 Conservation Values of the Bank Property. 0 acres of Bank Property subject to easement _ 1,517 _acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Dated: June 20, 2006 (OR Book 4089 Pg 3509) Resolution 2006-148 • Grantor: Collier County Board of County Commissioners • Grantee: Lake Trafford Ranch, LLP, a Florida limited liability partnership • Holder(if different from Grantee): • Description: 985.4 Acres in Stewardship Sending Area(LTR SSA 7) • Analysis: This area is outside the boundary of the Bank. Because it is an adjacent protected natural area, it is anticipated to have a positive effect on Conservation Values of the Bank Property. 0 acres of Bank Property subject to easement 1,517 acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: t • Dated: June 20, 2006 (OR Book 4089 Pg 3837 AND OR Book 4089 Pg 3511) • Grantor: Lake Trafford Ranch, LLP, a Florida limited liability partnership • Grantee: Collier County, a political subdivision of the State of Florida AND Florida Department of Agriculture and Consumer Affairs • Holder(if different from Grantee): • Description: Stewardship Easement Agreement and Stewardship Sending Area Memorandum for Tract LTR SSA 7 (985.4 Acres in Stewardship Sending Area) • Analysis: The area covered under this Agreement and Memorandum is outside of Bank boundary; therefore, they are not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to easement 1,517 acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: July 12, 1979 (Nat Book 12 Pg 67) • Grantor: Collier County • Grantee: Collier County v�` 160 • Holder(if different from Grantee): • Description: Pepper Road Right of Way in Section 35,T46S, R28E • Analysis: This Right of Way is just outside the Bank boundary, and the road is fenced along the side adjacent to the Bank; therefore, it is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to easement 1,517_acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: July 1, 1959 (OR Book 49 Pg 147) • Grantor: Rex Properties, Inc., a Florida corporation • Grantee: Collier County • Holder(if different from Grantee): • Description: Easement for 40' Drainage in Section 35,T46S, R28E • Analysis: This Easement is just outside the Bank boundary; therefore, it is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to easement 1,517 acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: December 10, 1963 (OR Book 157 Pg 437) • Grantor: Collier County • Grantee: State of Florida—Game and Fresh Water Commission • Holder(if different from Grantee): • Description: Easement for public boat launching ramp and access in Section 35, T46S, R28E • Analysis: This Easement is just outside the Bank boundary; therefore, it is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to easement 1,517_acres of Bank Property not subject to easement 1606 EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: August 19, 1986 (OR Book 1219 Pg 1118) • Grantor: Rex Properties, Inc., a Florida corporation • Grantee: Turner Corporation, a Florida corporation • Holder(if different from Grantee): • Description: Easement for ingress and egress o E 60' OF N 2531' OF S 3861' OF SECTION 26,T46S, R28E o E 60' OF SECTION 35,T46S, R28E o N 60' OF NE1/4 OF NE1/4 & E 60' OF N 60' OF NW1/4 OF NE1/4 OF SECTION 27,T46S, R28E • Analysis: The majority of this access easement is outside of the Bank boundary. This easement is for access to a parcel of land that is east of the Bank. New access roads east of the Bank are now available and are being used for access to this property. It is not anticipated that this access easement will be used; therefore, is should not affect the Conservation Easement or the Conservation Values of the Bank Property. 0.08_acres of Bank Property subject to easement 1,516.92 acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: February 6, 2009 (OR Book 4425 Pg 3302) • Grantor: Collier County • Grantee: Lake Trafford Ranch LLLP, a Florida limited liability limited partnership • Holder(if different from Grantee): • Description: Access Easement for Grantee to explore, remove & transport OGM from existing wells • Analysis: This easement is along an existing limerock road. The portion of the road within the Bank boundary will be assigned a PHU value of 0. It is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. _9.4 acres of Bank Property subject to easement 1 507.6_acres of Bank Property not subject to easement 1606 EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: February 6,2009 (OR Book 4425 Pg 3263) • Grantor: Lake Trafford Ranch LLLP, a Florida limited liability limited partnership • Grantee: Barron Collier Investments, Ltd., a Florida limited partnership • Holder(if different from Grantee): • Description: Access Easement for Grantee to access their land south of the Bank for cattle grazing& ranching, hunting and forestry • Analysis: This easement is along an existing limerock road. The portion of the road within the Bank boundary will be assigned a PHU value of 0. It is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. _5.8 acres of Bank Property subject to easement _1,511.2_acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: February 6,2009 (OR Book 4425 Pg 3258) • Grantor: Barron Collier Investments, Ltd., a Florida limited partnership • Grantee: Lake Trafford Ranch LLLP, a Florida limited liability limited partnership • Holder(if different from Grantee): • Description: Access Waiver releasing any claims for access • Analysis: This Access Waiver limits Barron Collier Investments access to Pepper Ranch Preserve to only that access granted in the Easement above (OR Book 4425 Pg 3263). It does not affect the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to easement 1,517 acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: May 24, 2011 (OR Book 4687 Pg 1389) • Grantor: Collier County • Grantee: Florida Department of Environmental Protection, Division of Waste 1606 Management • Holder(if different from Grantee): • Description: Access Easement to monitor the existing cattle vat site • Analysis: This easement is along an existing limerock road and within a cattle vat remediation site. The road and the portion of the cattle vat site that contained contaminated soil will be assigned a PHU value of 0. This Easement is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. _16.2 acres of Bank Property subject to easement 1,500.8 acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: November 15, 2012 (OR Book 4855 Pg 901) • Grantor: Collier County • Grantee: Florida Department of Environmental Protection, South District Office • Holder(if different from Grantee): • Description: Right of Entry to maintain and monitor 2 shallow monitoring wells • Analysis: This Right of Entry is primarily along the existing limerock road. Access to monitoring wells is accomplished on foot once off the limerock road. This Easement is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 0.3_acres of Bank Property subject to easement 1,516.7_acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion#: • Date: July 10, 2015 (OR Book 5173 Pg 2077) • Grantor: Collier County • Grantee: Southwest Florida Research and Education Center (SWFREC) University of Florida, Institute of Food and Agricultural Sciences(UF/IFAS) • Holder(if different from Grantee): • Description: Right of Entry to maintain and monitor 11 shallow monitoring wells(watershed boundary for Lake Tafford) • Analysis: This Right of Entry has expired and therefore has no effect on the 1606 Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to easement ®1,517_ acres of Bank Property not subject to easement LEASES • Preliminary Report Exception or Exclusion#: • Date: April 3, 1964 (OR Book 170 Pg 731) • Landlord/Lessor: Lee Tidewater Cypress Division of J.C. Turner Lumber Company, a New York corporation • Tenant/Lessee: Hercules Powder Company, a Delaware corporation • Premises: ALL IN T46S, R28E: • S1/2 OF NE1/4;N1/2 OF SEI/4; SE1/4 OF SE1/4 OF SECTION 22 • N 1/2; NE Y OF SW1/4; NI/2 OF SE1/4; SE1/4 of SE1/4 OF SECTION 26 • N1/2 OF SECTION 34 • Term: Ten years • Description: Lease for dead pine stumps and top wood • Analysis: Lease has expired and therefore has no effect on the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to lease 1,517 acres of Bank Property not subject to lease LEASES • Preliminary Report Exception or Exclusion#: • Date: February 6, 2009 (Unrecorded) • Landlord/Lessor: Collier County • Tenant/Lessee: Lake Trafford Ranch LLLP, a Florida limited liability limited partnership • Premises: • Term: • Description: Cattle Lease • Analysis: The cattle are managed using USDA Best Management Practices, and are present as a land management tool in lieu of additional mowing. The allowed number of Animal Units (AU) is 200 AU. This Lease is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 1,440 acres of Bank Property subject to lease _77 acres of Bank Property not subject to lease 1606 COVENANTS, CONDITIONS,RESTRICTIONS AND RESERVATIONS • Preliminary Report Exception or Exclusion#: • Dated: February 6, 2009 (OR Book 4425 Pg 3280) • Grantor or Declarant: Lake Trafford Ranch LLLP • Grantee(if applicable): Collier County • Description: Reserved Mineral Estate and reservation of rights, benefits, revenues and entitlement as to leases • Analysis: The oil mining area is outside the Bank boundary; therefore, it is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to exception/exclusion _1,517 acres of Bank Property not subject to exception/exclusion COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS • Preliminary Report Exception or Exclusion#: • Dated: August 1, 1986 (OR Book 1219 Pg 1107) • Grantor or Declarant: Turner Corporation • Grantee(if applicable): Rex Properties, Inc. • Description: Reserved mineral, oil, gas, and casinghead gas rights lying below 100 feet • Analysis: Disturbance to the surface of the Bank is not anticipated as a result of this reservation; therefore, it is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. 101 acres of Bank Property subject to interest 1,416 acres of Bank Property not subject to interest COVENANTS, CONDITIONS,RESTRICTIONS AND RESERVATIONS • Preliminary Report Exception or Exclusion#: • Dated: June 23, 2011 (OR Book 4694 Pg 2608) • Grantor or Declarant: Collier County • Grantee(if applicable): Florida Department of Environmental Protection (FDEP) • Description: PARCEL LOCATED 1N SECTION 27,T46S, R28E • Analysis: This Declaration of Restrictive Covenant pertains to a cattle vat remediation area. It prohibits the drilling of ground water wells, requires the area that contained contaminated soil to be covered with clean fill and fenced off, and prohibits excavation and construction deeper than 2 feet below land surface within v i 1606 the area that contained contaminated soil. The portion of the cattle vat site that contained contaminated soil will be assigned a PHU value of 0. This Easement is not anticipated to affect the Conservation Easement or the Conservation Values of the Bank Property. _12.3_ acres of Bank Property subject to exception/exclusion 1,504.7_acres of Bank Property not subject to exception/exclusion OTHER INTERESTS (INCLUDING MINERAL OR OTHER SEVERED INTERESTS) • Holder: Frank J. Pepper, JR., as Personal Representative of the Estate of Bernice D. Pepper, deceased; and Rex Properties, Inc., (OR Book 1191 Pg 1114 and released OR Book 4394 Pg 578) • Description: Surface Agreement • Analysis: This Agreement has been released and does not affect the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to interest 1,517_acres of Bank Property not subject to interest OTHER INTERESTS (INCLUDING MINERAL OR OTHER SEVERED INTERESTS) • Holder: (Mrs.) Bernice D. Pepper; and Southern Oil Exploration, Inc., (OR Book 1062 Pg 1114 and released OR Book 3557 Pg 3585) • Description: Oil, Gas and Mineral Lease • Analysis: This Lease has been released and does not affect the Conservation Easement or the Conservation Values of the Bank Property. _0 acres of Bank Property subject to interest 1,517 acres of Bank Property not subject to interest OTHER INTERESTS (INCLUDING MINERAL OR OTHER SEVERED INTERESTS) • Holder: Rex Properties, Inc.; and Southern Oil Exploration, Inc., (OR Book 1062 Pg 1117 and released OR Book 3557 Pg 3585) • Description: Oil, Gas and Mineral Lease • Analysis: This Lease has been released and does not affect the Conservation Easement or the Conservation Values of the Bank Property. 0 acres of Bank Property subject to interest 1517 acres of Bank Property not subject to interest 1 `6 6 THIS PAGE INTENTIONALLY LEFT BLANK Exhibit K Attachment 4 160 6 ATTACHMENT 4-MAP 160 6 THIS PAGE INTENTIONALLY LEFT BLANK 16136 cV I N I 1� J.'� i - e- lor- - — ---- -- %iv ��♦♦1 ,--1, a) U -o Q ID ( ♦�� ° � Mco �® N � �. 4� �� l Ir.,- doMY a) a aS 0. 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