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Agenda 10/09/2018 Item #16D 610/09/2018 EXECUTIVE SUMMARY Recommendation to approve a Conservation Bank Agreement between Collier County and the United States Fish and Wildlife Service, and all documents necessary, to create the Pepper Ranch Preserve Conservation Bank, generating U.S. Fish and Wildlife Service panther habitat unit mitigation credits to mitigate for proposed impacts to panther habitat during future County projects and to authorize any Budget Amendments necessary to fund the new Pepper Ranch Preserve Bank Endowment Fund 673 in the amount of $253,600 for interim maintenance at the Pepper Ranch Preserve Conservation Bank. OBJECTIVE: To provide 8,669 panther habitat unit mitigation credits (PHUs) for development of future County projects at a cost savings of $1,077,123.25. CONSIDERATIONS: Pepper Ranch Preserve was purchased by the Conservation Collier Program in February 2009. After the acquisition, staff pursued the permitting of a U.S. Fish and Wildlife Service (Service) Conservation Bank that would create 8,669 PHUs to offset the impacts from County projects occurring within panther habitat. Once created, the Conservation Bank will be able to provide PHUs to any County Division in need of panther mitigation. Staff received written confirmation from Service staff that the document s presented are acceptable. Staff is recommending that the Board of County Commissioners (Board) Chairman sign the Bank Agreement documents prior to the Service because it is Service policy to sign all Bank Agreement documents after the Conservation Bank Owner has signed. FISCAL IMPACT: Pepper Ranch Preserve Conservation Bank PHUs will be available to all County Divisions for a fee of $600.75 per PHU. This fee includes initial and perpetual Bank land management and monitoring costs. The Pepper Ranch Preserve Conservation Bank will result in a County-wide savings of $1,077,123.25. This savings is calculated by applying the current Board approved contract rate of $725 per PHU and comparing it to the Pepper Ranch Preserve Conservation Bank rate of $600.75 per PHU. Accordingly, the total credits available at Pepper Ranch Preserve (8,669 PHUs) would cost $6,285,025 if purchased through private mitigation banks but will cost $5,207,901.75 through the Pepper Ranch Preserve Conservation Bank. Funds for management of the Pepper Ranch Preserve Conservation Bank in FY19 and FY20 ($253,600) are available in Conservation Collier Fund (174) Reserves and will be transferred to the newly created Pepper Ranch Preserve Conservation Bank Fund 673. The Service approval proces s also requires Conservation Collier to fully fund the Pepper Ranch Preserve Conservation Bank Fund 673 ($3,940,000) for in-perpetuity management of the property by October 1, 2020. Funds are available in Conservation Collier Fund (174) Reserves and future sale of PHUs to other County Divisions will recoup these costs. GROWTH MANAGEMENT IMPACT: This proposal supports Objective 7.3 of the Conservation and Coastal Management Element of the County Growth Management Plan, which requires the County to continue to implement programs that conserve and protect endangered and threatened wildlife species. LEGAL CONSIDERATIONS: This Item is approved for form and legality and requires a majority vote for Board approval. -JAB RECOMMENDATION: To approve the creation of the Pepper Ranch Preserve Conservation Bank to mitigate the impacts of future County projects within panther habitat; to authorize the Board Chairman to sign: 16.D.6 Packet Pg. 733 10/09/2018 1. The Pepper Ranch Preserve Bank Agreement, 2. The Pepper Ranch Preserve Conservation Bank Conservation Easement (Exhibit F), 3. A Resolution creating the Pepper Ranch Preserve Bank Endowment Fund (Exhibit H), 4. The Pepper Ranch Preserve Conservation Bank Endowment Fund Trust Agreement (Exhibit H), and 5. The Property Assessment and Warranty for Pepper Ranch Preserve Conservation Bank (Exhibit K); To direct the County Manager or his designee to proceed to follow all appropriate procedures and record the Pepper Ranch Conservation Bank Conservation Easement in the Public Records of Collier County, Florida; and to approve any necessary Budget Amendments. Prepared By: Melissa Hennig, Senior Environmental Specialist, Conservation Collier Program, Parks & Recreation Division ATTACHMENT(S) 1. (linked) PepperRanchPreserveBankAgreement (PDF) 16.D.6 Packet Pg. 734 10/09/2018 COLLIER COUNTY Board of County Commissioners Item Number: 16.D.6 Doc ID: 6755 Item Summary: Recommendation to approve a Conservation Bank Agreement between Collier County and the United States Fish and Wildlife Service, and all documents necessary, to create the Pepper Ranch Preserve Conservation Bank, generating U.S. Fish and Wildlife Service panther habitat unit mitigation credits to mitigate for proposed impacts to panther habitat during future County projects and to authorize any Budget Amendments necessary to fund the new Pepper Ranch Preserve Bank Endowment Fund 673 in the amount of $253,600 for interim maintenance at the Pepper Ranch Preserve Conservation Bank. Meeting Date: 10/09/2018 Prepared by: Title: Operations Analyst – Parks & Recreation Name: Matthew Catoe 09/17/2018 3:23 PM Submitted by: Title: Division Director - Parks & Recreation – Parks & Recreation Name: Barry Williams 09/17/2018 3:23 PM Approved By: Review: Parks & Recreation Ilonka Washburn Additional Reviewer Completed 09/17/2018 3:31 PM Public Services Department Todd Henry Additional Reviewer Skipped 09/17/2018 3:51 PM Parks & Recreation Matthew Catoe Additional Reviewer Skipped 09/24/2018 3:36 PM Public Services Department Kimberley Grant Level 1 Reviewer Completed 09/24/2018 5:02 PM Public Services Department Todd Henry Level 1 Division Reviewer Completed 09/25/2018 11:44 AM Public Services Department Steve Carnell Level 2 Division Administrator Review Completed 09/25/2018 4:04 PM County Attorney's Office Jennifer Belpedio Level 2 Attorney of Record Review Completed 09/28/2018 10:28 AM County Attorney's Office Debbie Allen CAO Preview Skipped 09/27/2018 11:53 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 09/28/2018 11:19 AM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 09/28/2018 1:06 PM Budget and Management Office Ed Finn Additional Reviewer Completed 10/01/2018 11:29 AM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 10/02/2018 8:17 AM Board of County Commissioners MaryJo Brock Meeting Pending 10/09/2018 9:00 AM 16.D.6 Packet Pg. 735 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(fl, 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 corgi) ("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 M-) 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 ru 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 (Parma 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 M 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 SIZE 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 parry. (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 (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 6of19 Pepper Ranch Preserve Conservation Bank Agreement RE 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. Page 7 of 19 Pepper Ranch Preserve Conservation Bank Agreement (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 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 Page 9 of 19 Pepper Ranch Preserve Conservation Bank Agreement N1 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 10 of 19 Pepper Ranch Preserve Conservation Bank Agreement 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 go 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; and (d) requirements for submitting reports on vegetation and wildlife monitoring; (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 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 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 H 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 0 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 O U 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 0 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 Page 18of19 Pepper Ranch Preserve Conservation Bank Agreement 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 ATTEST: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY CLERK COLLIER COUNTY, FLORIDA , Deputy Clerk Approved as to form and legal1+1 ��f '9" // Jennifer A. Belpedio Assistant County Attorney 0 ANDY SOLIS, CHAIRMAN UNITED STATES FISH AND WILDLIFE SERVICE 0 Title: Page 19 of 19 Pepper Ranch Preserve Conservation Bank Agreement Date: 0 THIS PAGE INTENTIONALLY LEFT BLANK Exhibit A General Location Map and Site Location Map for Property THIS PAGE INTENTIONALLY LEFT BLANK SCHEDA isECOLOGICAL ASSOCIATES www.scheda.com nuo°a r:°wr'uii I.W. s1:9 r.r e.r'..1 r.= ie��a na. ninW era war•a grain m imW ae� awnaa. Legend Q Pepper Ranch Preserve Property Boundary Q Collier County Major Roads Project Location Map Pepper Ranch Panther Conservation Bank Prospectus Collier County, Florida Data Source: -Colter Consewation Program Imagery Sows -2010 Mamseg N Mies NAD Date System A83NAD 19Florida 3 Slate Plane East E6 Exhibit B Title Report, Legal Description and Legal Parcel Map for Property THIS PAGE INTENTIONALLY LEFT BLANK 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: M Matt Morris a� 1908 President and CEO Authorized Countersignature a Stewart Title Company *** 4910 North Tamiami Trail, Suite 120 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. Copyright 2006-2009 American Land Title Association. All rights reserved. AMFRIGN The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. LAND TITLE All other uses are prohibited. Reprinted under license from the American Land -ltle Association. ASI«,ArmN File No.: 01206-64594ntfr tp�` ALTA Commitment for Title Insurance (6/17/06) WITH FLORIDA MODIFICATIONS i CONDITIONS t. 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. ( The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMraIc.AN LAND TITh All other uses are prohibited. Reprinted under license from the American Land Title Association. MIMIATN)N File No.: 01206-64594 ' ALTA Commitment for Title Insurance (6/17106) WITH FLORIDA MODIFICATIONS SCHEDULE A COMMITMENT 1. Effective Date: January 17, 2018 at 8:00 A.M. 2. Policy or Policies to be issued: a. ALTA Owner's Policy (6/17/06) with Florida Modifications Proposed Insured: TBD b. ALTA Loan Policy (6/17/06) with Florida Modifications Proposed Insured: Proposed Amount of Insurance: To Be Agreed Upon Premium: 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 (SWI/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 (SEI/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 (SEI/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. AMERICAN The use of this Form is restricted to ALTA licensees and ALTA members In good standing as of the dale of use. LAND TITLE All other uses are prohibited. Reprinted under license from the American Land The Association. NIIID4lION 2283A- File No. 01206-64594 ALTA Commitment for Title Insurance (6/17/06) Page 1 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 (SEI/4) of the Southwest Quarter (SWI/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 (Sli 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 (W112) of the Southeast Quarter (SE1/4) of the Northwest Quarter (NW1/4); and the Southwest Quarter (SWI/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. Ittttt� The use of Uls Farm Is mstticted to ALTA licensees and ALTA members in good standing as of the date of use. AMERICAN All other uses are prohibited. Reprinted reds, Irene from the American Land Title Association, loon nilf n„, 1.111aM 2283A- File No. 01206-64594 ALTA Commitment for Title Insurance (6/17/06) Page 2z: 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 19UX•,(rx-��.cot�d rte. Authorized Countersignature Stewart Title Guarantv Compan Copyright 2006-2009 American Land Title Association. All rights reserved. AMERICAN The use of this Form is restrieted to ALTAlicensees and ALTA members in good scantling as of the date of use. LAND TITIN All other uses are prohibited. Returned under Hoarse from the Amenwn Land Title Association. ASIUCIAIIDN 2283A- File No. 01206-64594 ALTA Commitment for Title Insurance (6117106) Page 3 `�J 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: 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 at this Forts is restricted to ALTA licensees and ALTA membms In good standing as of the date of use. AMra1CAN All other uses ale prohibited. Reprinted under license from the Amedcan Land Title Association. LAND TOM ASSOLIA110N 228381- File No. 01206-64594 ALTA Commitment for Title Insurance (6117106) Page 1 Z 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 Forth Is restricted to ALTA licensees and ALTA members In good standing as of the date of use. LAND ilTtF All other uses are prohibited. Reprinted under license from the American{arid Title Assadatioo. evnctutox 228381- File No. 01206-64504 ALTA Commitment for Title Insurance (6/17/06) Page 2 M 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 207, 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, Pace 3837, of the Public Records of Collier County, Florida. 9. Stewardship Sending Area Memorandum recorded in Official Records Book 4089. pace 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. Pace 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, Pace 731, of the Stewart Title Guaranty Company Copyright 2666.2969 American Land Title Association. All rights reserved. The use of this Pone is restdcted to ALTA licensees and ALTA members In good standing as of the date of use. AMERICAN All other uses are prohihited. Reprinted under license from the American Land Title Association. LANDTITLL AIrOLLi 2283811- File No. 01206-64594 ALTA Commitment for Title Insurance (6/17/06) Page 1 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. gage 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. ,gage 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. All rights reserved. The use of this Fano is restricted to ALTA licensees and ALTA members in good standing as of the dale of use. AAu nicw At other uses are pmhibiled. Reprinted under license from the American Land The Association. loan nil, Aruu loin" 2283611- File No.01206-64594 ALTA Commitment for Title lnsurarl (6117106) Page t 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 Fount is restricted to ALTA licensees and ALTA members In good standing as of the dale of use. AMFRiCAN All other uses are prohibited. Reprinted under license from the American Land The Association, LANDTITL[ All...... 2283611- File No. 01206-64594 ALTA Commitment for Title Insurance (6117/06) Page 3 M ® 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 54023'47" East 56.65 feet; Thence North 01'34'46" East 111.63 feet; Thence North 26011'08" East 96.92 feet; Thence North 75°07'28" East 108.66 feet; Thence South 75°48'14" East 107.06 feet; Thence South 61017'06" East 107.59 feet; Thence South 82052'46" East 158.86 feet; Thence North 55032'51" East 162.44 feet; Thence North 52°28'37" East 268.07 feet; Thence North 48027'43" East 163.33 feet; Thence North 44031'57" East 159.99 feet; Thence North 23001'32" East 156.02 feet; Thence North 14041'52" East 215.45 feet; Thence North 28°44'01" East 160.01 feet; Thence North 39004'47" East 161.72 feet; Thence North 51012'12" East 161.07 feet; Thence North 72°00'29" East 159.38 feet; Thence North 85001'26" East 160.81 feet; Thence North 69049'46" East 107.08 feet; Thence North 63°09'55" East 214.48 feet; Thence North 76026'30" East 160.99 feet; Thence South 80°58'13" East 214.34 feet; Thence South 80°45'14" East 214.47 feet; Thence South 87021'54" East 107.08 feet; Thence North 79025'51" East 107.36 feet; Thence North 76045'34" East 107.47 feet; Thence North 01'27'07" East 250.73 feet; Thence South 76°55'22" East 22.01 feet; Thence South 77044'21" East 14.20 feet; Thence South 80°25'31" East 32.77 feet; Thence South 84010'52" East 32.72 feet; Thence South 87055'54" East 32.72 feet; Thence North 88019'10" East 32.72 feet; ® Stantec Thence North 84034'14" East 32.72 feet; Thence North 80049'08" East 32.72 feet; Thence North 77004'06" East 32.72 feet; Thence North 74008'33" East 18.35 feet; Thence North 73°05'31" East 62.06 feet; Thence North 72°16'11" East 14.38 feet; Thence North 69034'14" East 32.72 feet; Thence North 65049'07" East 32.72 feet; Thence North 62042'28" East 21.57 feet; Thence North 61028'20" East 79.03 feet; Thence North 60050'00" East 11.15 feet; Thence North 58°19'11" East 32.72 feet; Thence North 5403410" East 32.72 feet; Thence North 50049'10" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 44045'08" East 7.70 feet; Thence North 44018'42" East 135.33 feet; Thence North 57023'16" East 16.51 feet; Thence North 54034'15" East 32.72 feet; Thence North 50049'05" East 32.72 feet; Thence North 47016'10" East 29.25 feet; Thence North 45°35'21" East 14.07 feet; Thence North 45023'51" East 3.47 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39034'13" East 32.72 feet; Thence North 36005'30" East 27.94 feet; Thence North 50059116" East 58.75 feet; Thence North 57041'34" East 21.79 feet; Thence North 54034'15" East 32.72 feet; Thence North 52028'24" East 3.68 feet; Thence North 52016'23" East 63.02 feet; Thence North 50036'24" East 29.04 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43020'20" East 2.88 feet; Thence South 31006'46" East 19.07 feet; Thence South 3202611" East 35.96 feet; Thence South 32059'02" East 9.91 feet; Thence South 35025'56" East 32.72 feet; Thence South 39010'52" East 32.72 feet; Thence South 42°48'16" East 30.48 feet; Thence South 44032'55" East 110.53 feet; Thence South 44039'57" East 2.24 feet; Thence South 46040'53" East 32.72 feet; Thence South 50025'48" East 32.72 feet; Thence South 52059'56" East 12.05 feet; Thence South 53°41'11" East 84.51 feet; Thence South 54052'11" East 20.68 feet; Thence South 57055'49" East 32.72 feet; Thence South 61040'53" East 32.72 feet; Thence South 64039'48" East 19.31 feet; Thence South 55005'04" East 16.97 feet; "7 ® Stantec Thence South 57°24'39" East 23.69 feet; Thence South 5804615" 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 74058'35" East 3.16 feet; Thence South 75010'04" East 121.80 feet; Thence South 76°51'48" East 29.56 feet; Thence South 80°25'44" East 32.72 feet; Thence South 84010'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°1910" 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 81029'37" East 14.13 feet; Thence South 84°10'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88019'10" 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 89000'45" East. Certificate of authorization #LB -7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors cJ* By; July 6, 2016 Lance T Miller, Professional Surveyor and Mapper #1 S5627 Not valid unless embossed with the Professional's seal. Ref. 21-1-224 ® 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 01 009'15" East 7.19 feet; Thence South 00029'45" East 515.68 feet; Thence South 87041'04" West 434.44 feet; Thence South 15034'37" West 476.50 feet; Thence South 55058'23" East 619.80 feet; Thence South 04046'34" East 1,121.80 feet; Thence South 01 009'15" 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 88150'43" 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 00027'07" East 220.66 feet; Thence leaving said line, West 207.03 feet; Thence South 88°13'20" West 31.02 feet; Thence South 84034'04" West 32.72 feet; Thence South 80°49'16" West 32.72 feet; Thence South 77°04'04" West 32.72 feet; Thence South 73019'13" West 32.72 feet; Thence South 69034'05" West 32.72 feet; Thence South 65°49'11" West 32.72 feet; Thence South 62004'14" West 32.72 feet; Thence South 58019'10" 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 43019'07" West 32.72 feet; Thence South 39°34'14" West 36.31 feet; Thence South 35°58'28" West 305.44 feet; Thence South 34057'22" West 17.72 feet; Thence South 32004'10" West 32.72 feet; Thence South 28°19'19" West 32.72 feet; E) ® 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 05056'21" West 10.46 feet; Thence North 87040'21" West 69.09 feet; Thence North 83038'36" West 4.18 feet; Thence South 54027'33" West 0.48 feet; Thence North 87°40'21" West 48.58 feet; Thence North 86°49'35" West 40.20 feet; Thence South 58000'26" West 1.05 feet; Thence North 87°40'21" West 463.62 feet; Thence North 50°12'30" West 12.42 feet; Thence South 59002'48" West 13.77 feet; Thence North 87°40'21" West 40.95 feet; Thence North 45000'00" West 13.00 feet; Thence South 75022'16" West 15.24 feet; Thence South 75023'29" West 15.00 feet; Thence North 87°40'21" West 61.92 feet; Thence North 74003'52" 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 50004'16" West 100.64 feet; Thence North 77°04'03" East 29.80 feet; Thence North 73°1910" East 32.72 feet; Thence North 69034'14" 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 50049'06" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39043'52" East 29.52 feet; Thence North 50°50'25" East 34.91 feet; Thence North 48°59'07" East 139.11 feet; Thence North 47004'13" East 29.89 feet; Thence North 88°01'00" East 64.65 feet; Thence North 89°02'05" East 43.18 feet; Thence North 89001'56" East 0.48 feet; Thence North 89001'57" East 0.84 feet; Thence North 89000'52" East 43.73 feet; 2 v ® Stantec Thence North 85056'06" East 74.09 feet; Thence North 88055'03" East 41.72 feet; Thence North 88°54'41" East 40.52 feet; Thence North 90000'00" East 82.19 feet; Thence North 87013'27" East 30.98 feet; Thence North 87004'18" East 29.43 feet; Thence North 71014'23" East 39.83 feet; Thence North 55050'28" East 25.49 feet; Thence North 31 000'36" East 26.43 feet; Thence North 17008'05" East 33.12 feet; Thence North 01 009'47" East 36.95 feet; Thence North 04°30'31" West 86.27 feet; Thence North 03009'26" West 33.94 feet; Thence North 03°09'43" West 61.96 feet; Thence North 05050'02" West 66.72 feet; Thence North 00042'09" West 32.33 feet; Thence North 0004245" West 27.99 feet; Thence North 03020'41" West 28.58 feet; Thence North 03°21'16" West 10.02 feet; Thence North 06035'45" West 39.42 feet; Thence North 03045'45" West 34.76 feet; Thence North 04044'22" West 20.99 feet; Thence North 04044'16" West 0.19 feet; Thence North 04045'08" West 15.17 feet; Thence North 09038'54" West 25.32 feet; Thence North 09037'56" West 6.91 feet; Thence North 88044'42" East 1.40 feet; Thence North 18048'39" West 48.43 feet; Thence North 16056'58" West 28.42 feet; Thence North 20006'22" West 32.89 feet; Thence North 18026'05" 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 04039'28" East 46.16 feet; Thence North 02006'26" West 23.13 feet; Thence North 02°04'56" West 17.70 feet; Thence North 01 033'45" East 24.82 feet; Thence North 01033'12" East 30.14 feet; Thence North 01 033'30" West 110.16 feet; Thence North 08031'23" West 45.76 feet; Thence North 04037'44" West 46.91 feet; Thence North 06039'43" West 58.46 feet; Thence North 08004'49" West 32.19 feet; Thence North 04°55'41" West 52.82 feet; Thence North 05002'40" West 34.08 feet; Thence North 14°22'43" West 30.45 feet; Thence North 24009'36" West 31.30 feet; Thence North 26004'41" West 39.41 feet; b,� ® Stantec Thence North 24023'05" 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°1919" 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 53050'30" 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 45009'00" West 24.57 feet; Thence North 62°38'50" West 37.64 feet; Thence North 66053'50" 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 90000'00" West 19.16 feet; Thence North 87029'57" 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 75037'04" West 32.71 feet; Thence North 77°49'14" West 27.88 feet; Thence North 71034'43" 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; O ® Stantec Thence North 72025'55" West 31.70 feet; Thence North 74002'24" West 26.82 feet; Thence North 83015'09" West 25.83 feet; Thence South 66043'37" West 28.25 feet; Thence South 87056'06" West 19.16 feet; Thence North 85°31'09" West 18.47 feet; Thence North 77051'22" West 21.10 feet; Thence North 70051'49" West 15.61 feet; Thence North 50009'28" West 17.26 feet; Thence North 24001'03" West 14.51 feet; Thence North 02046'33" West 14.76 feet; Thence North 0403618" East 8.91 feet; Thence North 05019'43" East 8.10 feet; Thence North 87°13'01" West 0.10 feet; Thence North 04036'18" East 0.75 feet; Thence North 90000'00" West 36.08 feet; Thence South 87033'38" West 17.67 feet; Thence North 82043'39" West 17.82 feet; Thence North 90000'00" West 19.38 feet; Thence North 39010'55" West 22.56 feet; Thence North 42048'01" West 30.48 feet; Thence North 44032'56" West 19.18 feet; Thence North 36017'35" West 68.94 feet; Thence North 39010'52" West 34.26 feet; Thence North 42055'47" West 32.72 feet; Thence North 46040155" West 32.72 feet; Thence North 50016'53" West 30.15 feet; Thence North 52°00'41" West 51.70 feet; Thence North 54010'39" West 32.91 feet; Thence North 57055'53" West 32.72 feet; Thence North 61040'57" West 32.72 feet; Thence North 65025'43" West 32.72 feet; Thence North 69010'55" West 32.72 feet; Thence North 72055'48" West 32.72 feet; Thence North 76040'52" West 32.72 feet; Thence North 80025'47" West 15.59 feet; Thence North 03004'25" West 7.95 feet; Thence North 00000'00" East 39.00 feet; Thence North 11015'18" West 25.92 feet; Thence North 04044'36" West 36.64 feet; Thence North 06057'39" West 30.42 feet; Thence North 07033'25" West 22.31 feet; Thence North 10040'06" West 23.98 feet; Thence North 29047'55" West 26.78 feet; Thence North 83050'28" West 30.34 feet; Thence North 82010'49" West 21.57 feet; Thence North 82024'49" West 17.09 feet; Thence North 65029'49" West 7.65 feet; Thence North 15016'43" West 21.14 feet; Thence North 07050'51" West 21.58 feet; Thence North 06051'54" West 18.57 feet; E) ® Stantec Thence North 21 °11'07" West 24.46 feet; Thence North 35008'55" West 24.31 feet; Thence North 38007'32" West 26.22 feet; Thence North 41049'59" 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 37010'30" 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 85020'29" East 171.74 feet; Thence North 05°55'46" West 112.19 feet; Thence North 05055'49" West 117.14 feet; Thence North 67007'12" West 193.77 feet; Thence North 01038'41" West 23.52 feet; Thence North 02042'37" West 23.13 feet; Thence North 00039'23" 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 01051'04" 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 77024'40" East 20.37 feet; Thence North 82029'58" East 28.24 feet; Thence North 83042'24" East 20.02 feet; Thence North 84°42'30" East 28.42 feet; Thence North 81050'05" 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; 81 A ® Stantec Thence North 79006'20" East 39.01 feet; Thence North 76°14'11" East 40.22 feet; Thence North 82018'42" East 43.87 feet; Thence North 86055'24" East 22.37 feet; Thence North 81034'54" East 22.12 feet; Thence North 73048'05" East 18.39 feet; Thence North 83045'53" East 20.78 feet; Thence North 90000'00" East 14.72 feet; Thence North 78041'24" East 18.80 feet; Thence North 81006'27" East 23.85 feet; Thence North 86059'43" East 27.29 feet; Thence North 81038'00" East 25.34 feet; Thence North 74016'36" East 24.48 feet; Thence North 84°01'02" East 28.15 feet; Thence North 80048'15" East 41.82 feet; Thence North 85021'06" East 36.21 feet; Thence North 82022'34" East 38.66 feet; Thence North 82°43'11" East 11.87 feet; Thence North 76023'14" East 6.08 feet; Thence North 84°41'51" East 8.14 feet; Thence North 84042'40" East 8.16 feet; Thence North 90000'00" East 16.93 feet; Thence North 84055'34" East 17.01 feet; Thence North 24002'10" East 18.79 feet; Thence North 03014'52" West 11.44 feet; Thence North 03038'36" East 32.62 feet; Thence North 83039'44" East 89.38 feet; Thence South 86018'45" East 75.34 feet; Thence South 85054'31" East 34.04 feet; Thence South 32044'37" East 40.37 feet; Thence North 39004'33" East 49.33 feet; Thence North 39037'13" 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 88059'47" East 544.11 feet; Thence leaving said North Line, South 19°06'14" West 10.47 feet; Thence South 28044'59" West 101.07 feet; Thence South 20002'53" East 54.15 feet; Thence South 50055'47" East 205.68 feet; Thence South 7137'21" East 161.35 feet; Thence South 57°19'18" East 92.06 feet; Thence South 04024'10" West 4.07 feet; Thence South 05002'37" West 16.97 feet; Thence South 78041'03" East 51.12 feet; Thence South 57019'18" East 11.61 feet; Thence North 66030'37" East 156.45 feet; Thence North 43005'32" East 111.36 feet; Thence North 54009'52" East 7.54 feet; Thence North 24013'23" East 10.03 feet; M ® 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 85001'40" East 202.86 feet; Thence South 87042'41" East 109.92 feet; Thence South 77037'04" East 184.40 feet; Thence South 71034'13" East 125.04 feet; Thence South 8404818" East 145.57 feet; Thence South 79°41'28" East 49.13 feet; Thence South 48°59'29" East 133.90 feet; Thence South 36034'18" East 169.58 feet; Thence South 37°52'34" East 200.36 feet; Thence South 49°45'33" East 74.82 feet; Thence South 72021'05" East 101.43 feet; Thence South 84033'23" East 92.67 feet; Thence North 75018'59" East 79.36 feet; Thence North 59055'10" East 112.95 feet; Thence South 01 042'47" 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 03000'15" West 107.63 feet; Thence North 14027'48" West 106.77 feet; Thence North 19015'20" West 160.79 feet; Thence North 16035'28" West 249.99 feet; Thence South 67°25'28" East 132.51 feet; Thence North 70°39'09" East 127.70 feet; Thence South 00031'14" 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 88057'47" 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 89100'45" East. Certificate of authorization #LB -7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors ( ) Stantec By November 16 2016 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional's seal. Ref. 21-1-224 R J ® 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 88050'43" East 990.20 feet; Thence leaving said North line South 01106'08" East 665.61 feet; Thence North 88151'14" East 329.78 feet; Thence North 01104'38" West 665.66 feet to a paint 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 79008'10" East 177.54 feet; Thence North 88051'15" 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 90020'40" and being subtended by a chord which bears South 45058'25" East 477.58 feet; Thence South 00048'05" 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 20014'33" 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 70049'52" West 54.03 feet; Thence North 77028'40" West 14.99 feet; Thence North 54°28'40" West 41.97 feet; Thence North 37°25'14" West 34.79 feet; Thence North 45000'58" West 20.70 feet; Thence North 70°21'23" West 24.18 feet; Thence North 51 °51'31" West 28.95 feet; Thence North 34055'50" West 18.51 feet; Thence North 33°42'20" West 24.72 feet; Thence North 77°28'40" West 17.60 feet; Thence North 69027'17" West 13.90 feet; Thence North 75058'18" West 20.12 feet; Thence North 74°03'45" West 11.84 feet; Thence North 29045'34" West 13.11 feet; Thence North 21048'42" West 8.75 feet; Thence North 45001'00" West 19.78 feet; Thence North 74°03'47" West 22.23 feet; Thence North 52008'26" West 31.99 feet; ® Stantec Thence North 32001'08" West 29.84 feet; Thence North 23058'24" West 16.01 feet; Thence North 32029'12" West 21.20 feet; Thence North 32001'10" West 15.34 feet; Thence North 80°32'31" West 9.89 feet; Thence North 25001'47" West 26.91 feet; Thence North 21002'53" West 28.82 feet; Thence North 54028'37" West 29.25 feet; Thence North 45000'58" West 29.89 feet; Thence North 59045'27" West 22.59 feet; Thence North 56019'28" West 29.32 feet; Thence North 45000'59" West 34.49 feet; Thence North 57016'45" West 33.25 feet; Thence North 74003'46" West 58.86 feet; Thence North 75058'18" West 26.82 feet; Thence North 72°15'51" West 42.69 feet; Thence North 69027'18" West 27.79 feet; Thence North 45000'56" West 28.97 feet; Thence North 74003'46" West 49.73 feet; Thence North 69041'15" West 43.08 feet; Thence North 35000'28" West 37.31 feet; Thence North 85014'19" West 19.59 feet; Thence North 76°46'01" West 28.40 feet; Thence North 45000'55" West 16.10 feet; Thence North 39049'20" West 12.70 feet; Thence North 30058'38" West 28.44 feet; Thence North 61034'15" West 44.39 feet; Thence North 11 °19'03" West 8.29 feet; Thence North 72029'00" West 32.40 feet; Thence North 68012'32" West 17.52 feet; Thence North 60057'33" West 16.74 feet; Thence North 26°34'41" West 21.81 feet; Thence North 21032'48" West 23.90 feet; Thence North 09028'06" West 9.89 feet; Thence North 08007'58" West 11.49 feet; Thence North 06020'40" West 14.72 feet; Thence North 36053'06" West 8.13 feet; Thence North 33042'14" West 5.86 feet; Thence North 12032'06" West 14.99 feet; Thence North 07007'47" West 13.11 feet; Thence North 18026'36" West 10.28 feet; Thence North 00000'00" East 11.38 feet; Thence North 14002'44" West 18.77 feet; Thence North 33042114" West 36.49 feet; Thence North 50012'34" West 24.10 feet; Thence North 6902717" West 21.47 feet; Thence North 63026'50" West 14.55 feet; Thence North 50012'38" West 12.70 feet; Thence North 38040'27" West 10.41 feet; Thence North 69027'20" West 13.90 feet; Thence North 65034'05" West 19.65 feet; ® Stantec Thence North 56°1928" 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 90000'00" West 13.01 feet; Thence North 68°12'32" West 8.76 feet; Thence North 45°00'59" West 11.88 feet; Thence South 78041'44" West 17.97 feet; Thence North 82052'41" 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 81015'30" West 21.39 feet; Thence North 35°33'18" West 21.76 feet; Thence North 81015'31" West 33.28 feet; Thence North 75058'15" West 13.41 feet; Thence North 26034'35" West 10.00 feet; Thence North 68°12'32" West 37.22 feet; Thence North 90°00'00" West 6.51 feet; Thence North 59045'27" 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 90000'00" West 21.14 feet; Thence North 81 052'29" West 11.50 feet; Thence North 77000'43" West 21.70 feet; Thence North 79042'06" West 18.18 feet; Thence South 82052'46" 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 83039'49" West 14.73 feet; Thence North 77°54'40" West 23.29 feet; Thence North 74045'13" West 24.72 feet; Thence North 90000'00" West 23.31 feet; Thence South 77°28'40" West 14.99 feet; Thence North 81052'25" 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 78041'49" West 8.29 feet; Thence North 74°02'39" West 19.65 feet; Thence North 56019'28" West 18.49 feet; Thence South 78°41'49" West 10.85 feet; Thence North 63026'54" West 16.62 feet; ® Stantec Thence South 78°41'41" West 8.42 feet; Thence North 75058'17" West 29.80 feet; Thence North 81052'27" West 23.00 feet; Thence North 90000'00" West 32.53 feet; Thence North 83°39'45" West 14.73 feet; Thence North 71034'34" West 10.29 feet; Thence North 90000'00" West 27.65 feet; Thence South 78041'49" West 8.29 feet; Thence North 85036'15" West 21.21 feet; Thence North 6902717" West 27.79 feet; Thence North 90000'00" West 9.76 feet; Thence North 71034'34" West 5.14 feet; Thence North 59003'01" West 13.55 feet; Thence North 75058'15" West 24.91 feet; Thence North 63°26'51" West 18.18 feet; Thence North 53008'49" West 8.13 feet; Thence North 71034'28" West 10.29 feet; Thence North 68012'32" West 16.84 feet; Thence North 83039'50" West 31.72 feet; Thence North 75058'09" West 6.71 feet; Thence North 84048'32" West 17.96 feet; Thence North 80032'37" West 9.89 feet; Thence North 80032'31" West 16.82 feet; Thence South 75°58'22" West 24.81 feet; Thence North 90000'00" West 8.13 feet; Thence South 81052'24" West 11.50 feet; Thence North 90000'00" West 8.13 feet; Thence South 6902717" West 13.90 feet; Thence South 77028'40" West 14.99 feet; Thence South 71034'30" West 15.43 feet; Thence South 8003229" West 9.89 feet; Thence South 63026'57" West 14.55 feet; Thence South 6405942" West 26.92 feet; Thence South 74003'47" West 11.84 feet; Thence South 59003'01" West 18.96 feet; Thence South 84°17'31" West 16.35 feet; Thence South 8503615" West 21.21 feet; Thence North 90000'00" West 32.53 feet; Thence North 83039'50" West 14.73 feet; Thence North 71034'28" West 10.29 feet; Thence North 77028'40" West 14.99 feet; Thence North 00000'00" East 1.63 feet; Thence North 88023'04" West 20.02 feet; Thence South 81052'28" West 16.75 feet; Thence South 86°11'17" West 35.61 feet; Thence South 6404840" West 22.25 feet; Thence South 66048'46" West 9.02 feet; Thence South 41012'06" West 19.64 feet; Thence South 75058'16" West 2.54 feet; Thence North 90000'00" West 16.58 feet; Thence South 69027'16" West 16.19 feet; m ® 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 45000'58" West 5.02 feet; Thence South 63°26'51" West 7.94 feet; Thence South 66°02'58" West 11.66 feet; Thence South 80032'34" 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 90000'00" 4.74 feet; Thence South 75058'17" West 4.88 feet; Thence South 14002'38" 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 82052'44" 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 83039'48" 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 89100'45" East. ® Stantec Certificate of authorization #LB -7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors C* By. November 16 2016 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional's seal. 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W N Udo l �IyfON N W mina j b � ol n U �a ar 4 O b o z z O YI I Myyy� � N p Y Zq eu"' $a Ail Ail F s S �e z baa z S U V I N V N §ry �1 N O n � N q m N � N N N Y O O V � r n O O N N � a ut gs S Z 5 n of 0 i m z ry N � % F.,� F.�, i; ^ .� u •9j M r - ij � '{ m m o N n a n n +f S4 ry N � % F.,� F.�, i; ^ .� u •9j M r - ij � '{ m m n n +f S4 S4 Exhibit C Service Area THIS PAGE INTENTIONALLY LEFT BLANK SCHEDA ECOLOGICAL ASSOCIATES www.scheda.com �111.w, ns —p ... ,Np d ewepeNlNuenN,ryv�ere inbtl� w^urt w Legend QPepper Ranch Preserve Property Boundary Pepper Ranch Preserve Conservation Bank Service Area Service Area Map Pepper Ranch Panther Conservation Bank Prospectus Collier County, Florida Feet Data Source: Collier Conservation Program imagery Source: -2010 Moron ft : dinate System: '^N\ A VAD 1983eFluids V THIS PAGE INTENTIONALLY LEFT BLANK Exhibit D Management Plan THIS PAGE INTENTIONALLY LEFT BLANK Pepper Ranch Preserve Conservation Bank Habitat Management Plan 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 F 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 EO 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 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 1.0 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 0 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. 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 PA 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 audubonh) 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 N 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 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 V� ( 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. Henn iga-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 C1 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. 9 7 ba Table 2. Pre -Existing Field -Verified Land Use/Land Cover IVbdified/Enhanced FLUCFCS Designations Within the Proposed Pepper Ranch Preserve Conservation Bank FLUCFCS FLUCFCS Percent Caegory Code FLUCFCS Description Area (acres) Cover (0/6) Z Z o m 180 Campground 11.86 0.8% o � m J o 211 Improved pasture 549.67 36.2% N � Q 0 3109 Upland prairie, disturbed 3.73 0.2% z o g 310E1 Upland prairie, exotics 5-24% 35.11 2.3% 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% (n 4119E4 Pine flatwoods, exotics 75-100% 3.69 0.2% w w 422 Brazilian pepper, non -hydric 0.40 0.0% u - Z Oak, exotics 5-24% 1.57 0.1% 427E1 g 428E1 Cabbage palm, exotics 5-24% 1.14 0.1% Q_ 428E3 Cabbage palm, exotics 50-74% 3.29 ° 0.2/0 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% Table 2. Pre -Existing Field -Verified Land Use/Land Cover Modified/Enhanced FLUCFCS Designations Within the Proposed Pepper Ranch Preserve Conservation Bank, continued FLUCFCS Category FLUCFCS Code FLUCFCS Description Area (acres) Percent Cover (0/6) o w 512 �- Ditches - .. ,...., ... W24.92 1.6% o 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% to 0 631 Shrub wetland 4.38 0.3% Z 5 6319E1 Shrub wetland, disturbed, exotics 5-24% 4.72 0.3% 3 6319E2 Shrub wetland, disturbed, exotics 25-49% 0.09 0.0% 0 0 631E1 Shrub wetland, exotics 5-24% 1.35 0.1% 0 m 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% 641 E2 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% of 0 Q 742 Borrow pond 0.78 0.1% mg a 743 Spoil 1.24 0.1% 0 743E4 Spoil, exotics 75-100% 8.16 0.5% Z 8145 Shell road, graded and drained 14.31 0.9% p O .6 J 0 S 8146 Primitive trail 1.51 0.1% TOTAL 1,516.84 100.0% 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 61515.0%); Upland prairie (FLUCFCS Series 310— 2.8%); and Wetland forested mixed (FLUCFCS Series 6301.7%). 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 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 Elliotth), 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), (oxtail 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 1 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 C� 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 Swami) (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 (Rhexis 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 baken), 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 ciliarls), 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 N Preserve the latter is most often observed, with red maple (Acer rubrum) as the l 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 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 Common Name Scientific Name Protection Status USFWS FWC Amphibians gopher frog Rana capito - SSC Avifauna Audubon's crested caracara Polyboms plancus audubonii T FT bald eagle Hallaeetus leucocephalus ' Southeastern American kestrel Falco sparverius paulus - T Everglade snail kite Rostrhamus sociabilis plumbeus E FE Florida grasshopper sparrow Ammodramus savannerum flo idanum E FE Florida sandhill crane Grus canadensis pratensis - T Florida scrub -jay Aphelocoma coerulescens T FT Florida burrowing owl Athena cunicularia floridana - ssc limpkin Aramus guarauna - sSc little blue heron Egretta caerulea - SSC roseate spoonbill Ajaia alaja - SSC snowy egret Egretta Chula - 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 flondanus - '* Florida bonneted bat Eumops f/oridanus E FE Florida mouse Podomys flondanus - SSC Florida panther Puma conco/or coryi E FE Reptiles Eastern indigo snake Drymarchon corals couperiT FT Florida pine snake Pituophis melanoleucus mugitus - SSC gopher tortoise Gophems Polyphemus - T Legend: Feld verified suitable habitat for all species was observed wlthin 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 Crunnission 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 Mhnagemenl Ran Source: llSFWS, FWC 14 0 Table 4. Listed Floral Species Observed Within Pepper Ranch Preserve Common Name Scientific Name Status Cardinal airplant Tillandsia fasciculata var. densispica E Giant airplant Tillandsia utriculata E Meadow jointvetch Aeschynomenepratensis E Catesby's Lily Lilium catesbaei T Everglades palm Acoelorraphe wrightii T Leatherleaf airplant Tillandsia variabilis T Long strap fern Campyloneurum phy/litidis T Needleroot airplant orchid Hanisella porrecta T Northern needleleaf Tillandsia balbisiana T Simpson's stopper Myrcianthes fragrans T Twisted airplant Tillandsia flexuosa T Florida butterfly orchid Encycha tampensts CE Royal fem Osmunda regalis var. spectabAis 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 Corrrrercially Exploited (as designated by FDACS) SF1: Critically imperiled in South Florida (as designated by IRC) 'tdot listed by the FDACS how ever 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 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 Benning 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 0 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 1 Table 5. Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank USFWS Habitat Type FLUCFCS Code FLUCFCS Description Area (acres) USFWS Assigned PHU Value PHU's 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 MarstdWet 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- 24% 68.73 3 206.19 Barren/Disturbed Lands 6169E1 Pond apple, laurel oak, cabbage palm, disturbed, exofics 5-24% 0.83 3 2.49 6319E1 Shrub wetland, disturbed, exotics 5-24% 4.72 3 14.17 6419E1 Freshwater marsh, disturbed, exofics 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- 49% 8,86 3 26.57 6319E2 Shrub wetland, disturbed, exofics 25-19% 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 IN G.V Table 5. Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank, continued 19 IJ 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 praide with 14.5% exotic plant coverage 310E1 Upland prairie, exotics 5-24% 35.11 6.3/3 204.42 Dry prairie vdthg 310E2 Upland prairie, exotics 25-49% 4.01 6.3/3 20.36 exotic plant coverage Hardwood Forestwith 14.5% exotic plant 427E1 Oaks, exotics 5-24% 1.57 9/3 12.73 coverage Hardwood Swamp with 14.5%exo0c plant 630E1 Welland 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 641E2 Freshwater marsh, exotics 2649% 17.26 4.7/3 70.27 coverage MarshfWet Prairie with 62% exotic plant 641E3 Freshwater marsh, exotics 50-74% 1.27 4.7/3 4.62 coverage TOTAL 1,516.84 8,669.0 19 IJ 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 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.Colliergeneral 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 Average cost per five years Staff time ($16,300/year) Boundary fencing ($5,000/year) Prescribed fire prep ($18,600/year) Exotic plant maintenance ($25,000/year) Clerk's fee ($7,600/year) Staff time — Plant and Wildlife Monitoring ($6,000/year) Wildlife surveys equipment ($300/year) $81,500 $25,000 $93,000 $125,000 $38,000 $30,000 $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 (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 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. �Y11Z�]�iZrYl 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 @0 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 Cq 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 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 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, M @0 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 cq 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 vo 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 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 Month""'I Week&a Vslfors`' October Frites 6 October Saturda s 2 October Sundays 0 October Total 8 NovemberFrida s 3 November Saturda s 27 November JSundays 15 November Total 45 December Frida s 6 December Saturda s 29 December ISundas 17 December Total 52 January Frida s 9 January Saturdays 15 January ISundays 1 7 January Total 1 31 Februa Frida s1 25 �February ISaturdays 36 February ISundays 1 34 February Total 95 Month 'Weekday Visitors March Friday 52 March Saturdav 74 March Sunday 55 March Total 181 April lFriday 26 April Saturda 50 April ISunday 33 April Total 109 May Friday 20 May Saturday_ _ 46 Mav Sunday 24 May Total 90 June Friday 5 June Saturday_ 19 June Sunday 26 June Total 1 50 2013 - 2014 Total 32 661 Uy� 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 S • 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 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. i 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 CPQ 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. IRM 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_S FESO%20to%2000 E_Panther_Key. pdf 37 CA THIS PAGE INTENTIONALLY LEFT BLANK I a 77 - CORKSCREW REGIONAL i. ECOSYSTEM WATERSHED CARACARA PEPPER LAKETRAFFORD PRAIRIE RANCH IMPOUNDMENT PRESERVE PRESERVE CORKSCR PREGIONAL •T ECOSYSTEM.WATERSHED s CORKSCREW 1 SWAMP SANCTUARY r"M4ma -a i I _ I THIS PAGE INTENTIONALLY LEFT BLANK a SCHEDA ECOLOGICAL ASSOCIATES www.scheda corn �m .n •�rpew'n r PR" -or. x;:9.a a4'9fosm! urev'r a°e r'e.o'a:m'n.ro Legend QPepper Ranch Preserve Property Boundary Q Collier County — Major Roads Figure 3 - Project Location Map Pepper Ranch Panther Conservation Bank Prospectus Collier County, Florida Mles 0 2 3 Data rc Soue. -Collier Conservation Program Imagery Source. -201011icrawfl N Coordinit983 System: j NAD 1Florida '•,^\\\\ S1a1e Plane Fasr THIS PAGE INTENTIONALLY LEFT BLANK �o THIS PAGE INTENTIONALLY LEFT BLANK b,� U M,, 4N n w z+- 3 n a N a E in v m E � LI L U C N N d 2 N c � o m U r m v a � D _ N Q N O U Q UQ 0 o a - o v a > E c `v' N N G d O - m p o 0 0_ n' �Qm vco T v o o � � o v UaU THIS PAGE INTENTIONALLY LEFT BLANK o�' 0 0.5 1 Miles I I I Figure 6 - Soils Map " Data Source: Parcels and 2007 Aerials - Collier County WL Property Appraiser � Created By: MH \ Conservation CollierC,O �iOLlnt�' S G:\Conservation Collier\ maps\ Accluired_Properties\Pepper_ Ranch_huntmap.mxd and .jpg Date: 3.16.10 b J THIS PAGE INTENTIONALLY LEFT BLANK Figure 7 - Pepper Ranch Preserve Land Use /Land Cover Map Pepper Ranch Preserve - Proposed Conservation Bank FLUCFCS 180, Recreational 211, Improved pasture 3109, Dry prairie, disturbed 310E1, Dry prairie, disturbed, exotics 5-24% 310E2, Dry prairie, disturbed, exotics 25-49% 3209, Upland shrub, disturbed 411, Pine flatwoods 4119, Pine flatwoods, disturbed 4119E1, Pine flatwoods, disturbed, exotics 5-24% 4119E2, Pine flatwoods, disturbed, exotics 25-49% 4119E4, Pine flatwoods, disturbed, exotics 75-100% 422, Brazilian pepper 427E1, Oak, exotics 5-24% 428E1, Cabbage palm, exotics 5-24% 428E3, Cabbage palm, exotics 50-74% 434, Oak, slash pine, cabbage palm 4349, Oak, slash pine, cabbage palm, disturbed 4349Ei, Oak, slash pine, cabbage palm, disturbed, exotics 5-24% 4349E2, Oak, slash pine, cabbage palm, disturbed, exotics 25-49% 437, Australian pine 512, Ditches 512E4, Ditches, exotics 75-100% 6151, Red maple swamp 6152, Pop ash swamp 6162, Pond apple depression 6169E1, Pond apple, laurel oak, cabbage palm, disturbed, exotics 5-24% 6189, Willow/shrub wetland, disturbed 6192, Brazilian pepper, hydric 621, Cypress Co er, Corenty N W+e S 630, Wetland forested mix 641 E2, Freshwater marsh, exotics 25-49% 630E1, Wetland forested mix, exotics, 5-24% 641 E3, Freshwater marsh, exotics 50-74% 631, Shrub wetland 643, Wet prairie 6319E1, Shrub wetland, disturbed, exotics 5-24% 6439E2, Wet prairie, disturbed, exotics 25-49% 6319E2, Shrub wetland, disturbed, exotics 25.49% 700, Cattle dipping vat remediation area 631EI, Shrub wetland, exotics 5-24% 742, Borrow pond 641, Freshwater marsh 743, Spoil 6419, Freshwater marsh, disturbed 743E4, Spoil, exotics 75-100% 6419E1, Freshwater marsh, disturbed, exotics 5-24% 8145, Shell road, graded and drained 6419E2, Freshwater marsh, disturbed, exotics 25-49% 8146, Primitive trail 6419173, Freshwater marsh, disturbed, exotics 50-74% 641E1, Freshwater marsh, exotics 5-24% Data Source: Parcels and Roads - Collier County Property Appraiser Created By: MH l Conservation Collier 0 0.5 1 Miles G:\Conservation Collier \ maps\ Acquired_ PropermsWepper_Ranch\OGM-celtlelease-mttlevaLmxd b, Date: 1/27/14 I I J Map is approximate and should not be used for decisions. THIS PAGE INTENTIONALLY LEFT BLANK THIS PAGE INTENTIONALLY LEFT BLANK od; THIS PAGE INTENTIONALLY LEFT BLANK ov) C 0 U L a� ^L LL U C (6 ry L Q 0- a) a) n Lq d LL THIS PAGE INTENTIONALLY LEFT BLANK G� THIS PAGE INTENTIONALLY LEFT BLANK Q L O W d N M W C) 7 L d S L) i Lm lZ lZ 11 Col r W L LL V � N N LO I M N �.N r n c U 6 d a U1 W > a a Z M O So m C J t L N L m N 4 c • A Z v E E LL m c N LLLO ~vaOimo ME Q v m 3 c a'v o E W n EN�mm I- B m m W16vvEE Y E mLmTE o Q c OF `mI-.__ m B J 3 —_---__—_-- m Cl) Lq as sNvo aaoaavai � Eli 0 c d a a a Z Y m J t L 4 c a Ol w A Z v E E m c v v a v a'v o v B m m u E o c m B v 3 w Q v m O m m O w w m F- w m w Z Z Q va s c O c g rn O v v m Q E'3 N m m v O o m � m c p_ w vJ Em a c y L 3 �- U m c w Q m m c _ ❑ K r t -i _ Q w 0 a is m li m (a m B.J. a aa�'i EL m o 'a 03 Uaci 0 m v K c v m 3 O v 3 m m v O ( v �o o v m` m �m cE ov 3 3 v am cn my a a C N a a JM ❑ LL w H� d V1 (Lw F-t�o U ❑ JN U U� 1 IL Eli 0 THIS PAGE INTENTIONALLY LEFT BLANK Appendix 1 r THIS PAGE INTENTIONALLY LEFT BLANK 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 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 N 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 Speciess Average WeightEquivalent (pounds) Animal Unit (AUE) ----ForageConsumed(pounds)---- 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 Soo 0.80 20.8 632 7,592 Deer, white-tailed, mature 150 0.15 3.9 118 1,423 N 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. 6. Livestock Forage Balance 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. EO Livestock -Forage Balance 900 aoo goo N 600 g $ 500 C O 400 c E 300 dr' 200 100 0 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. EO 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 (MRCS) office to ensure the plan meets the goals and objectives of the property and those of the livestock owner. E) 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. 0ob v Cooperator: Conservation Colyer- Peooer Ranch Technician: Poole Date: May -15 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. 0 RANGELAND PASTURE AND CROPLAND AVAILABLE FORAGE Field Name or Number and Kind of Fora a EcologicalFC..,dltion Community orE,G, Ran a Slte Acres Ac. Suggested Stocking Rate AcrelAU Growing Period months Fertility Level (Ibs.N) Ac. Acres Suggested Stocking Rale AUM/Ac. Animal Unit Month AUM Animal Unit 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 2S. FI. Flatwoods SFE G. T3 25 3.5 0:3 3 -Bahia Mar. -Oct. 1 168.3 4.0 673.2 56.1 3 -Freshwater Marsh FWM G 18.8 12 18.8 1.6 &S. FI. Flatwoods SFE G 14.5 25 7.0 0.6 4 -Bahia Mar. -Oct. 16.5 L0 66.0 5.5 4 -Freshwater Marsh FWM G 35.1 12 35.1 2.9 4S. FI. Flatwoods SFE G 27.8 25 13.3 Lt 4 -Wet. Hard. Hammo< WHH G 53.3 100 6.4 0.5 5S. FI. Flatwoods SFE G 90.2 25 43.3 3.6 5 -Freshwater Marsh FWM G 61.6 12 616 5.1 6 -Bahia Mar: OCL 173 .4 4A 693.6 57.8 6 -Freshwater Marsh FWM F -G 88.4125 88A 7A 6-S. FI. Flatwoods SFE G 165 79.2 6.6 7 -Bahia Mar.Oct. 132.9 4.0 531.6 44.3 7-FreshwaterMarsh FWM G 268.8 268.8 22A 7-S. Fl. Flatwoods SFE G 328.9 1579 13.2 7 -Wet. Hard. Hamm WHH G 399.3 47.9 4.0 8 -Freshwater Marsh FWM G 60 12 60.0 5.0 BS. FI. Flatwoods SFF G 1 43.125 20.7 1.7 8 -Wet. Hard. Hamm WHH G 98.8 100 119 1.0 TOTALMIn Ilill-l-flHill- _ 1683 - Bt Forage production will airy between years depending on precipitation and temperatures. 707 3771.3 314.3 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. 0 7. Livestock Forage Inventory Map: Forage Inventory Map Field Office: NAPLES FIELD OFFICE Agency: USDAMRCS �, 9 .. , 225.6 ac. IAK � A Legend Ij PR_survey fence i Pasture South Florida Flatwoods Wetland Hardwood Hammock rzJD ° 1a00 3000 5•400 7,200 leer J6_ Freshwater Marsh 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: (Technician: Date: Conservation Collier- Pepper Ranch Type of livestock (cow -calf, dairy, stocker, etc.) : Poole Beef Cow -Calf Animal units on hand: 170 Estimated No, of game animals: Planned animal units this year. Field or Pasture No.(s) Kind of Forage 6- Pasture/ Range 7- Pasture/ Range Supplemental Feed Needed: (Indicate Type and month) Type* Hay--. Protein X Other 0 0 J Field6 ��• - Field I' 426.8 x. lie Id 1,129.9 ac. \\ _. '....+� PePPerFWnch Vizii @ nter Field 8 225.6 x. II� tR` *tom - 77 1 J 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. Grazin Ht. Bahia grass 6" 2" Bluestems 12" g" Lopsided Indian grass 12" g" Maidencane FWM 12" 6-8" Chak 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: UW7 Resting Periods Based on Forage Growth Rate Forage Type Forage Growth Rate Flatwoods 30-90 days during the growing season (Marl-Octl) Fast Moderate (Junel-Sept 1) (Mar 1 -June 1 Set 1—Nov 1 Dormant (Nov 1- Mar 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. V) 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. a Appendix'"7 F THIS PAGE INTENTIONALLY LEFT BLANK ol 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.sreenbook.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 [nicosulfm'on] 3. Arsenal [imazapyr] (Only 1 application on a specific site per year) 4. Assure H [quizalofop p -ethyl] 5. Banvel [dicamba] 6. Basagran [bentazon] 7. Beacon [primisulfaron-methyl] 8. Blazer, Ultra Blazer [acifluorfen] 9. Callisto [mesotrione] 10. Clarity [dicamba] 11. Classic [chlorimnron ethyl] 12. Command, Command 3M, Command 3ME [clomazone] 13. Dual, Dual 8E, Dual Magnum, Dual H Magnum [metolachlor] 14. Escort [metsulfiuou-methyl] 15. Exceed [priurisulfiu'on-methyl] 16. First Rate [cloransrrlam-methyl] 17. Frontier [dimethenamid] 18. Frontrow [cloransulam-methyl] 19. Fusilade DX, Fusilade H [fivazifop-p-butyl] 20. Gar'lon 3A [h'iclopyr, amine salt] 21. Garlon 4 [triclopyr, butoxyethyl ester] (only on basal spray, back- and- squirt, or cul stump applications; not cleared to use as foliage spray) SFESO 2/05/08 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 [thifensulfiuon-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 OF [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 (coater softener, pH buffer, contains ammonia to enhance herbicide uptake) Insecticides: 1. Amdro, Amdro Pro [hydramethylaon] for fire ants 2. Bti — Dipel l OG, Dipel ES, Vectobac CG, Vectobac 12AS, Vectobac G, etc. 3. Tracer [spinosad] 4. Bt Com (As directed in the new GMO guidance document that will be finalized 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 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. b9 THIS PAGE INTENTIONALLY LEFT BLANK a Appendix 3 9 THIS PAGE INTENTIONALLY LEFT BLANK Cattle Lease Lease# CC — 102 110 LEASE AGREEMENT ^�j THIS LEASE AGREEMENT entered into this day of / " a— 2014, between LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership, byip, by its 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, hereinaRer 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. 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 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 laud 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 Denused 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 110 the additions, improvements, alterations, fixtures and installations which were placed in,on, or upon the Demised Premises by LESSEE, and repair any damageoccasioned 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 sante 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 & 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. hr 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. ARTICLE 10. Insurance 110 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 It. 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 WU 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. Defa�SEE 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. IN (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 withhr 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 perforin 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: Board of County Commissioners c/o Real Property Management 3335 Tamiami Trail East, Suite 101 Naples, Florida 34112 cc: Office of the County Attorney 3299 Tamiami Trail East, Suite 800 Naples, Florida 34112 Conservation Collier Coordinator North Collier Regional Park 15000 Livingston Rd. Naples, Florida 34109 ARTICLE 15. Surrender of Premises LESSEE: Mr. Thomas Taylor, General Partner Lake Trafford Ranch, LLLP 719 Hickory Rd. Naples, Florida 34108 Mr. Christopher Allen, General Partner Lake Trafford Ranch, LLLP 555 Hickory Road Naples, Florida 34108 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 UJI 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 planted 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 nit nt Cow, d .92Cow n600 with calf .00Bull, mature .35Cattle, 1 ear old .60 Cattle, 2 year old 800 I 0.00 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. (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 leaseliold 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. IN WITNESS WHEREOF, the parties hereto have hereunder set forth their hands and seals. AS TO THE LESSOR: DATED: 5 ° 5� ATTEST; DWIGHT -E:-BROCK, Clerlc' ' eputyClerk signateQ I AS TO LESSEE: 17mcub WITNESSES: l (S' nature] t l,t r T. o Q(a J (Print Name) z ignahire) (Print Name) / ° (Signator fi.c K/M I I a( G Name) Approved as to form and legality: \\ ``I/ le�r A. Belpedio Assistant County Attomey BOARD OF COUNTY COMMISSIONERS COLLIER CO TY, FL DA B Tom Henning, AIRMA LAKE TRAFFORD RANCH,LLLP, a Florida limited liability limited partnership BY: THOMAS M. TAYLOR, as General Partner LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: (! CHRISTOPHER L. L N, as General Partner 11D Exhibit "A" (Legal Description of Demised Property) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half (E%) of the East Half (E%) 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%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 Tae Identification Number: 00053000002 All of Section 28, Township 46 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less. BED 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%4) of the Southwest Quarter (SWI/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 dO AND Property Tax Identification Number: 00052680009 Ila ` The Southeast Quarter (SEY4) 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 (EV,) of the East Half (E'/2) of the Southwest Quarter (SWY4) 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 (SEY4) 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 00031'14" E, for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres., more or less. END Legal Description 11 U THIS PAGE INTENTIONALLY LEFT BLANK 9 Appendix 4 G) THIS PAGE INTENTIONALLY LEFT BLANK 5 Pepper Ranch Preserve Land Management Plan Pepper Ranch Preserve Land Management Plan (5 Yr. Revision) Managed by: Conservation Collier Program coN ATION LLIER Collier County, Florida May 2011— May 2021 (10 -yr plan) . Prepared by: Johnson Engineering & Conservation Collier Staff; Collier County Parks and Recreation Division G:\Couecva�ion CollieNzd Managemem\PeppediancMreameUad Manogcment PUw\FinalMawgemeNPlan\PRP_5 ymmvi ion.doc Pepper Ranch Preserve Conservation Collier Progranv. 1 U Pepper Ranch Preserve Land Management Plan Land Management PIan 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. Original Acreage Breakdown: Natural Community Improved pasture Acreage 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 Wet prairie, disturbed 9.49 7,99 Bottomland forest, disturbed 6.27 Conservation Collier Program 2 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 ArchaeologicaUMstorical: 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 hnmokalee 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 U 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 N 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 CollierPrograni M Pepper Ranch Preserve Land Management Plan 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 Minced 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 AdjacentLand 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 CollierProgrann 6 Pepper Ranch Preserve Land Management Plan 4.0 Future Use of the Pepper Ranch Preserve including Management Issues, Goalsand Objectives.................................................................................................54 Acquisition History and Status of Pepper Ranch Preserve..................................9 4.1 Management Plan Framework.......................................................................54 Public Lands Located near the Pepper Ranch Preserve.......................................13 4.1.1 Preserve Manager: Contact Information............................................54 Extent of Florida Land Use, Cover and Forms Classification System 4.2 Planned Uses and Assessment of their Impacts.............................................54 Designations from 2009 on the Pepper Ranch Preserve......................................20 4.2.1 Identification of Public Uses Consistent with Preservation, Summary of Natural Communities on the Pepper Ranch Preserve.....................23 Enhancement, Restoration, Conservation and Maintenance of Faunal Species Observed at Pepper Ranch Preserve...........................................34 the Resources.....................................................................................54 Breeding Bird Species Recorded in the Corkscrew and Immokalee 4.3 Desired Future Conditions.............................................................................56 Quadrangles Encompassing the Pepper Ranch Preserve ..................................... 4.4 Goals for the 10 -year period 2010-2020........................................................57 Listed Plant Species Detected at the Pepper Ranch Preserve..............................38 4.5 Establish an Operational Plan for the Pepper Ranch Preserve ......................82 Non -Indigenous and Invasive Plant Species at Pepper Ranch Preserve..............44 4.5.1 Maintenance.......................................................................................82 Major Accomplishments during previous years..................................................53 4.5.2 Estimated Annual Costs and Funding Sources..................................83 Invasive, Exotic Plant Species Control Plan for the Pepper Ranch Preserve 4.5.3 Potential for Contracting Restoration and Management FLEPPC Category I species.................................................................................60 Activities by Private Vendors............................................................87 Panther Habitat Unit Calculations excluding SSA 7 — Pre -Restoration .............. 5.0 Literature Cited..........................................................................................................88 Table 12 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 Programa U3 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 ConservationCollier.........................................................................................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 RanchPreserve..................................................................................................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 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 �lOConservation Collier Program 'J 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.coml. Initial acquisition activities are summarized in Table 1. Year 2006 Table 1: Acquisition History and Status of Pepper Ranch PreserN e Benchmark 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 1 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% (f1422.86 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 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 9 Pepper Ranch Preserve Land Management Plan 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 dJ Location Map DIRECTIONS 1. From Interstate TS, lake eat lli{Immkkeke Road) a. east for 29.9 maks. 2. Tum left at W. Mein Slmel. Folbw W Main 6lmel v �.nwnv kr 1.0 miles. ail S. Tum lea a( Uke Treaord Road Fallow Lake TraReN Read for U maks. A. -Wako n r M \Y\ E l J ® I W411IMMUs pxW W\'ar1Y.�. ��'a wM MIM.uwe.ie.' 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 dJ Pepper Ranch Preserve Land Manageniew 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 Caracam Prslde Preserve -388 ac Pepper Ranch Preserve-2,512ac 0 ED FFO RD CR818 A }y oe wens'.. ReORoat Preserve-9ac aY i Panther WalkPreserve-9.5 ae Ra l h ead Sc ru It Preserve -170 at Red Ma p e Swemp Pre serve -280 no \ Lee Count v, WlnchesterHead-80 ac Wal Woods CO a County .Y Preserve -28 ac OLWELLRD IMI KALE RD Camp Neale Strand Protect -27 no Cacohatchee Alligator Flag • . Creek Preserve- Preserve -20 ac 4 ac Rivecs Roatl Preserve- 78 ac rc Logan Woods Preserve -6 ac Freedom Park -12.5 ac • a I r/ Nancy Payton Preserve -75 to D INI RS7A E Gordon River VIs LV a Greenway Preserve -41 ac m r _ •.4 � q u ea a1 i• �+d'rps a ;„1 ��r• Shell lslantl Preserve -80 ac �, r S -L* MclNana Marsh Project -300 ac Art�9y ;. a r ^s Otter Mount Preserve3P 0 2 4Mlles 'CON ATION Eegfltl I I TION Acqulfed Ora 9ouosP.@a -colla coon, Ropal,ApPraa State and Federal Conservation Land r..retley.Corsay.am coos cs RCT..... MtI anon/ConservaBon Easeme s Q1Canamam CtlautaeR\ArSaied popMYr\ - Avarrtl_My_Jry_2117_2aad a,d.pe T �..OHHfy Conservation Collier Program 12 9 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. CREW 0.00 W State Caracara Prairie Preserve 1.23 W Conservation Collier Corkscrew Swamp Sanctuary 2.03 SW National Audubon Society Red Root Preserve 5.26 S/SW Conservation Collier Imperial Marsh Preserve 5.63 Lee County Conservation SE 20/20 Figure 3: Preserves and Protected Lands in the Vicinity of Pepper Ranch Preserve Conservation Collier Program 13 E 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). ZLI 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 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 Pepper Ranch Preserve Land Management Plan 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). E) Conservation Collier Program 16 Ceneral View of Pepper Ranch ti����� e r + ,\M1 It �' �Il /�1':�\i',i�\•`1��`�1\i�� w r, 1.I'M.��l�ti�c,«;���q���,;c►; r ,�.•.+ _ '�•}{�� H, �, II 1� M� I% °.. —pkm III b Fu a li �M 1 tv is I a e000 LEGEND do mnc 9C.LLEIN rFET b1NFWICw�im - -- Pepper Ren41 �gmlw f �d vY Slate SM Foeml u Cpneervellan Lana 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). E) Conservation Collier Program 16 Pepper Ranch Preserve Land Management Plan 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, frreflag, 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 M 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 9 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 Surfrcial 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 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 Description wetlandCode Status Acreage ® • , Improved pasture ©�_ Upland prairie, disturbed ®.d o ©® ® ©� Conservation Collier Program 20 Pepper Ranch Preserve Land Management Plan 3209 Upland shrub, disturbed N 3.53 411 Pine flatwoods N 149.95 4119 Pine flatwoods, disturbed N 40.80 4119EI Pine flatwoods, disturbed, exotics 5-24% N 1.44 4119132 Pine flatwoods, disturbed, exotics 25-49% N 27.45 411984 Pine flatwoods, exotics 75400°/ N 3.69 422 Brazilian pepper, non -hydric N 1,15 427/428 Oak/Cabbage palm N 1122 427EI Oak, exudes 5-24o N 1.57 428E I Cabbage palm, exotics 5-24% N 3.82 428133 Cabbage palm, exotics 50-74% N 4.31 434 Oak, slash pine, cabbage palm N 270.92 4349 Oak, slash pine, cabbage pahn, disturbed N 1.99 4349BI Oak, slash pine, cabbage palm, disturbed, exotics 5-24/0 N 149.74 4349112 Oak, slash pine, cabbage palm, disturbed, exotics 25-49% N 8.86 434B Oak, slash pine, cabbage palm, burned N 34.65 437 Australian pine N 1.15 743 Spoil N 1.24 743E4 Spoil, exotics 75-100% N 9.49 8145 Shell road, graded and drained N 20.63 8146 Primitive trail N 4.90 512 Ditches OSW 34.49 512E4 Ditches, exotics 75-100% OSW 0.66 742. Borrow pond OSW 1.43 211jL.A Improved pasture, hydric W 47.70 Table 3: Extent of Florida i and Forms Designations rm 2009 on '•rr• t code FLUCFCS Code Code Code 6151Red maple swamp 76.56 6152 Pop ash swamp 15.05 6162 Pond apple depression 091 6169EI Pond apple, laurel oak, cabbage palm, disturbed, exotics 5-24% 0.83 MW 6189 Willow/shrub wetland, disturbed 5.44 6192 Brazilian pepper, hydric 4.26 Conservation Collier Prograin 21 Ova Pepper Ranch Preserve Land Management Plan 621 Cypress W 8241 624 Cypress, pine, cabbage palm W 2.51 624E1 Cypress, pine, cabbagepalm, exotics 5-24% W 41.15 630 Wetland forested mix W 145.46 630E1 Wetland Forested mix, exotica 5-24% W 3.85 631 Shrub Welland W 243.38 6319111 .Shrub wetland, disturbed, exotics 5-24^% W 12.26 6319E2 Shrub wetland, disturbed, exotics 25-49% W 0.56 631111 shrub wetland, exotics 5-24% W 1.35 641 Freshwater marsh W 42.60 6419 Freshwater marsh, disturbed W 44.83 6419EI Freshwater marsh, disturbed, exotics 5-24% W 70.99 6419132 Freshwater marsh, disturbed, exotics 25-49% W 26.19 6419E3 Freshwater marsh, disturbed, exotics 50-74% W 5.92 641131 Freshwater marsh, exotics 5-24% W 135.72 641E2 Freshwater marsh, exotics 25-49% W 2637 641133 Freshwater marsh, exotics 50-74% W 1.27 643 Wet prairie W 5.21 6439E2 Wet prairie, disturbed, exotics 25-49% W 7.50 643EI 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 0 0 Si In Ir I 0 Pepper Ranch Preserve LandManagement 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 FNAI Natural Community Type Bottomland forest of Global Rank G4 Natural State Rank S3 Communities Percent (oNei' 9.87% pp. Comments Also called bottomland hardwoods and mesic hammock Depression marsh G4 S4 14.0900/ Also called isolated wetland and a hemend and D .rairie G2 S2 1.94% Also called palmetto prairie Mesic flatwoods G4 S4 8.97% Also called pine flatwoods Prairie Hammock G3 S3 0.83% Also called palm/oak hammock and hydric hammock Ston h 03 S3 10.25% Strand swam G4 S4 3.28% - Also called cypress strand Uland mixed for G4 S4 18.56% Also called upland hardwood and mesic hammock Wet flatwoods G4 S4 1.740/6 Also called hydric flatwoods I Wet prairie I G3 S2 0.53% 1 Also called savannah and coastal prairie ru,0e7o or 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 0 9 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 southwestem 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, mesio hammocks, prairie hammocks, xeric hammocks, hydric hammocks (FNAI 1990) and mesio temperate hammocks (USFWS 1999). This plant community at Pepper Ranch Preserve is characterized by live oaks (Quercus virginiana) and laurel oaks (Quercus laurifolia) (both hardwood species), south Florida slash pine (Pinus elliottii var. densa), cabbage palms (Sabal palmetto), and some cypress Upland Mixed Forest Community within Pepper Ranch Preserve (Taxoditan spp.) and strangler Photo by Johnson Engineering, Inc. figs (Ficus aurea), that together generally form a closed canopy. The midcanopy includes myrsine (Myrsine garainensis), dahoon holly (Ilex cassine) and wax myrtle (Myrica cerifera). The plant species found in the understory are mainly native species including blue maindencane (Amphicarpunt muhlenbergianum), £oxtail grass (Setaria sp.), carpet grasses (Axonopers spp.), slender goldenrod (Eathamia caroliniana), musky mint (Hyptis alata), chocolate weed (Melochia corchorifolia), swamp fem (Blechman serralatuna), 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 (Eupatoritan 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 ON Pepper Ranch Preserve Land ManagententPlan 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 t0 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 (Paniamr hemitomon), Southeastern sunflower (Helianthus agrestis), blue maidencane, American cupscale (Sacciolepis striata), pickerelweed (Pontederia corclata), alligator flag (Thalia geniculata), swamp fem , sawgrass (Cladium jamaicense), narrowfruit horned beaksedge (Rhyncospera irnmdata), southern beaksedge (Rhyncospora nticrocarpa), pale meadowbeauty (Rhexia n:ariana), bulltongue arrowhead (Sagittaria lancifolia), musky mint, Virginia buttonweed (Diodea virginiana), common buttonbush (Cephalanthas occidentalis), lemon bacopa (Baeopa caroliniana), spikerushes (Eleocharis spp.), American white waterlily (Nymphaea odorata), broomsedge bluestem (Andropogon virginicus), sand cordgrass (Spartina bakeri), redtop panicum (Panicrun rigiduhan), 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 vianun), alligator weed (Alternanthera philoxeroides), Brazilian pepper, melaleuca (Melaleuca quinquenervia), Peruvian primrosewillow (Ludwigia peruviana), and valamuerto (Senna pendula var. glabrata). Conservation Collier Program 27 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 Natural Communities of Florida (1990), sloughs are characterized as broad shallow channels, inundated with flowing water except during extreme droughts. They are the deepest drainageways within strand swamps and Swale systems. The vegetation structure of sloughs is variable but at Pepper Ranch Preserve it is characterized, in general, by Carolina willow (Salix caroliniana), which is dominate, Carolina (pop) ash (Fraxintts aaroliniana). Sawgrass, 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 endan er d t ' 1 h E,, roplca 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 M 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, straight trees with either a dense shrubby understory and little ground cover, or an open understory and ground cover of fems, herbs, and grasses (FNAI 1990). At Pepper Ranch Preserve the latter is most often observed, with red maple (Acer rubram) as the dominate canopy tree, some buttonbush in the midcanopy and sawgrass, alligator flag, swamp fern, and cinnamon fem (Osmunda cinnantoniea) in the understory. 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, malting the humidity high and relatively constant. Because of these characteristics, bottomland forests Bottomiand Forest community Within Pepper Ranch Preserve rarely bum. This is also a very stable 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 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). The U.S. Department of Agriculture (USDA) NRCS classification system refers to these areas as South Florida flatwoods. South Florida flatwoods are typically savannas, a type of plant community 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. Woodmamsee 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 CollierProgrant 30 EM 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 Pepper Ranch Preserve in association with the slough natural community. The typical vegetation found in this community at Pepper Ranch Preserve includes: cypress (Taxodiunn ascendens) in the canopy, Carolina (pop) ash in the midcanopy, and the understory is mainly open water with some alligator flag, pickerelweed, and sawgrass. 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 Pepper Ranch Preserve 10% coverage and is made up of south Florida slash pine 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 (Paspahum notation), and other grasses and herbs present including: blue maidencane, torpedo grass, knotroot foxtail (Setaria parvii lora), big carpetgrass (Axonopns fiircatus), 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 Pepper Ranch Preserve Land Management Plan The wet flatwoods of Pepper Ranch Preserve are exclusively found in the western portion of the preserve and they exhibit cypress, south Florida slash pine and cabbage palms in the canopy, little to no midcanopy and an understory similar to the adjacent strand swamp community. The prairie hammocks at Pepper Ranch Preserve are an 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. Prairie Hammock Community within Pepper Ranch Preserve Photo by Johnson Engineering, Inc. Wet natwoods Community within Pepper Ranch Preserve Photo by Steven W. Woodmansee There are only four small areas of wet prairie at Pepper Ranch Preserve located in the southwestem portion of the preserve and they exhibit the following plant species: blue maidencane, sand cordgrass, corkwood, broomsedge bluestem, haspan flatsedge (Cyperus haspan), spadeleaf (Centella asiatica), cypress witchgrass (Dichanthelium ensifolilml var. unciphyllum), southern umbrellasedge (Fuirena scirpoidea), maidencane, narrowfruit horned beaksedge, narrowleaf blue- eyed grass (Sisyrinchium angastifolium). 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 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 32 Wet Prairie Community within Pepper Ranch Preserve Photo by Johnson Engineering, Inc. 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,,, dogfennelI smutgrassI bushy bluestem (Andropogon glomeratus var. hirsutior), tick -trefoil, capeweed, creeping woodsorrel (Oxalis corniculata), rabbitbells (Crotalaria rotundifolia), flatsedges, torpedo grass, purple thistle (Cirsium horriduhun), knotroot foxtail, big carpetgrass, woodland false buttonweed (Spermaeoce 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 (Conoclinitun coelestimmt), 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 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 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 Coninion Name American Bittem Species Observed at Pepper Scientific Name Protection Status Bolaurus lend inosus American Kestrel Falco s armies American Redstart Seto hq aniicilla American Robin 7)trdus mi g ratonius Anhin a Anhin a anhin a Audubon's Crested Cuacara Pol bonus plancus audubonli T FWC USFWS Bald Eagle Haliaeehts leucoce halos Delisted USFWS & FWC Conservation Collier Program 34 Pepper Ranch Preserve Land Management Plan Barred Owl Strix varia Belted Kingfisher Me acee le ale Eon Black Vulture Cara salratns Blue- Gnatcatcher Table 5: Faunal Species I Common Name Blue ]a Polio 'I'dcaenden observed at Pepper Ranch Preserve Scientific Naine Protection Cyanocina cristala (cautioned) Status Brown Thrasher Toxostonm ni ani Carolina Wren Thr othonts ludovicianus Cattle E et Bubulcus ibis Common Bobwhite Colinas vir inianus Common Grackle Quiscalus q uiscula Common Moorhen Gallinula chloro us Down Wood ecker Picoides Pubescens Eastern Meadowlark Sturnella magna Florida Sandhill Crane Gnls cotadensis pratensis T FWC Black -Bellied Whistlin Duck Denrlroc ra atatunmNs Gra Catbird Dunrelella carolinensis Great Blue Heron Ardea herodias Great Crested Fl catcher Mviarchus cdnilus Great F ret Ardea alba Green Heron Butorides virescens Lim kin Aranuts uarauna Little Blue Heron Erelta caerulea TFWC Lo erhead Shrike Lanius ludovicianus Moumin Dove Zenaida nracroura Northem Cardinal Cardinalis cardinalis Northern Mockin bird Minuls of loltos Northem Pamla Panda americana Os re. Pandion haliaelus Pileated Wood ecker Dr oco its ileahls Pine Warbler Dendroica inns Red -bellied Wood ecker Melane es carolinus Red -shouldered Hawk Buteo lineahis Red -win ed Blackbird A elaius hoeniceus Roseate S oonbill A'aia a'n'a T FWC Snowy Egret E retta tluda Swallow-tailed Kite Elanoides or icahrs. Tree Swallow Tach cineta bicolor Tricolored Heron E retta tricolor TFWC Turkey Vulture Catho'tes aura Conservation Collier Program 35 0 Pepper Ranch Preserve Lund Managenient Plan White -eyed Vireo Vireo z riseus White Ibis Eudoeinnis albus Wild Turkey Metea rix nllo avo Wood Stork M cteria americana T FWC T (USFWS Yellow -crowned Night -Heron N cianassa violacea Yellow -rum ed Warbler Table 5: Faunal Species Common Armadillo Dendroica coronatrr Observed at PepperRanch t Das us novemcincnts ' t Protection Big Cypress Fox S uirrel Sciurus ni er avicennia T FWC —not observed b staff Bobcat Lynx tv us Coyote Canis tattnns Eastern Cottontail Rabbit Lylvilqgus flaridanus Feral Hog* Sus sero a Florida Black Bear 0sus amencanus floiidanifs Florida Panther Punm concolor cm i E FWC•E USFWS Grey Fox Uvoc on cinerecat enteas Grey S uitrel Sciunts ca rolinensia Opossum Didel his vir iniana Raccoon Proc on lotor Riverotter Lontra canadensis Round -tailed Muskrat NeoLberalleni Wbite-tailed Deer Odocoileus vir lnianus American Alligator Alligator mississi iensis T FWC •T USFWS t Black Racer Coluber consadctor prianus Brown Anole* Anolis sa rei Brown watersnake Nerodia taxis ilota Coral Snake Micrurvs ulvius Cottonmouth A kistrodon piscivorifs Diamondback Rattlesnake Crotalus admnauteus Florida Box Turtle Tena ene carotin bauri Florida Soflshell A alone Lerox Go her Tortoise Go heMS polyphenufs T FWC Green Anole Anolis carolinensis Pignly Rattlesnake Sisnurus miliarias Snap2ing Turtle Chel dra ser entina Three -striped Mud Turtle Kinosternon bmrri Yellow Rat Snake Ela he obsoleta a uadrivittata Barkin Tree Fm H la ratiosa Conservation Collier Program 36 U Pepper Ranch Preserve Land Management Plan Cane Toad* Rhinella marina Cuban Tree Frog* Osleo ilus se tentrionalis Eastern Narrow -mouthed Toad Gastro hr ne carolinensis Greenhouse Frog * Southern Toad Elewherodactylus planirostris Ana nus teirestris Green Treefrog Hyla cinerea Little Grass Frog Pseudacris oadaris Oak Toad Ana nus quercicus Pig Frog Lithobales giylio Pine Woods Treeftg H la feinorafis Southern Cricket Frag Acris gtyllus Southern Leopard Frog Lithobates s henoce halos SquirrelTTeefrog H Ia struirella 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 Conservation Collier Program 37 N Pepper Ranch Preserve Land Management Plan connectivity and dispersal corridors for wildlife traveling between CREW, Corkscrew, Camp Keis, Panther Refuge, and Big Cypress. 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 (FDA CS). 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 v Table t Breeding Quadrangles Common Name Green Heron Bird Species Recorded tit p. Scientific Name Butorirles virescens in the Corkscrewt Pepper Ranch Common Red -cockaded Woodpecker Immokalee Picoides borealis Yellow -crowned Ni ht -Heron Nyctanassa violacea Northern Flicker Colaptes aurams Wood Duck Aix s ansa Pileated Woodpecker Di oco us ilentus pil ealts Mottled Duck Anas tdvi ula Great Crested Flycatcher Miachus Swallow-tailed Kite Elatoides foificalits Loggethead Shrike Lanius ludovicia ns Red -shouldered Hawk Buteo lineaats White -eyed Vireo Vireo riseos Northern Bobwhite Colinus vh iniauts Blue Jay C anociva cristala King Rail Rallus ele ans Fish Crow Cornus ossifragus Common Moorhen Gallinula chloro us Pu le Martin Pro ne subis Limpkin Aramis guatntma Northern Rough -winged Swallow Stelgidopteiyx senipennis Killdeer Charadrius voci ems Tufted Titmouse Baeolo his bicolor Mourning Dove Zenaida nrncrotn'a Carolina Wren Thnyotlmnts ludovicianus Common Ground -Dove Cohmibina passerina Blue-gmy Blue-gmGnatcatcher Polio tilia caendea *Rose -rim ed Parakeet Psitmcula kranteti Northern Mockingbird Annals polyglows Yellow -billed Cuckoo Cocc ms mneticanus' Brown Thrasher Toxoxtoma ru um Bam Owl to alba Northern Parula Panda americana Eastern Screech -Owl Me rico s alio Pine Warbler Dendroica imus Great Horned Owl Bubo vit inianus Prairie Warbler Dendroica discolor Barred Owl Aix varia Common Yellowthmat Geothlypis trichas Common Nighthawk Chodeilesminm" Eastem Towhee Pipilo eiythrophthalnms Chuck -will's -widow Red-headed Woodpecker Cn rind us Cal ohnensis Melanetpes et throce hahts Northem Cardinal Red -winged BlackbirdAgelaius Carlinalis cardinalis plroeniceas Red -bellied Woodpecker Melanopes caroliats Eastern Meadowlark Satrnella magna Downy Woodpecker I Picoides ubescens Common Grackle Quiscalus quiscula *=non-native species Boat -tailed Grackle "uiscahts 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 (FDA CS). 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 v 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 (SFI) 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 Pepper Ranch Preserve Land Management Plan 'Fable 7: Listed Plant Common Cardinal anplant Species Detected at the Pepper Ranch Tillandsia asciculata ivm. densis iea Preserve E lant Tillandsia utrictdata E ointvetch Lily Aesch nomene ralensis Lilimm� eatesbaei E T s palm OLongstrapfem Acoelorra he wfi htii T f airplant Tillandsia vaiabilis' T fem Cam [oneurum h Ililidis T t airplant orchid Hanisella porrecta T Northern needleleaf Simpson's stopper Tillandsia balbisiaa Myreianthes fi n rans T T Twisted airplant Florida butterfly orchid Tillandsia flexitoya Encyclio tampensis T T CE Royal fern Osmmnda regalis vat. s ectabilis CE Cinnamon fern Osmunda cinnamomea CE Oak mistletoe Phoradendron leucmpan SFl 45wilwort arrowhead Sagittaia isoetifonafa SFl Reddish wild pine (native hybrid) E Tillandsia x smalliana . •-• w•isc=c", _ • •,ucawucu, .,c: �ommeretauy t:xptorted SFl: Critically imperiled in South Florida (asdesignated 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 faseicalata), is also known as common wild pine and stiff -leaved wild pine. T. fascicalata 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 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 catesbaet) 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 wrighdi) 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 (Canapyloneurum 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 N 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 (Myreianthes fi-agran) 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 disticham), 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 rubrian). 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 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 at. 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 CAO 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 coryi) 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 Pepper Ranch Preserve Land Management Plan preserve since 2010. In 2016 and 2018, panther kittens photos were captured on the cameras. 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 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 fi•equency 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 r Invasive Plant SpeciesPepper Ranch Preserve Scientific Name Common Category Abner recatorhis ROSARY PEA• BLACKEYED SUSAN I A erratum inn zoides TROPICAL WHITEWEED Albizia lebbeck WOMAN'S TONGUE I Alternanthera hiloxeroides ALLIGATORWEED Ti Al sitar us oval! olius FAL SE MONEYWORTALYCE CLOVER Al sitar its va itialis WHITE MONEYWORT Amanrnthuss inostrs SPINY AMARANTH Ascle ins curassavica SCARLET MILKWEED Blechum randdatum BROWNE'S BLECHUM H GRAY SHEOAK; SUCKERING AUSTRALIAN - Casuarina lacca PINE I SOUR ORANGE; GRAPEFRUIT; SWEET Citnis x aurand mt ORANGE Citnisx?oubhb1 ROUGHLEMON Contnrelinn di rsn COMMON DAYFLOWER Crotalain pallida vin: obovata SMOOTH RATTLEBOX Cu hea cmihn enensts COLOMBIAN WAXWEED nodon(lacy lon BERMUDAGRASS C enrs rotrmdus NUTGRASS Desmodium ui onan THREEFLOWER TICK -TREFOIL Eichhornia crass! es COMMON WATER -HYACINTH I Elensine indica INDIAN GOOSEGRASS Emilia osber ii FLORIDA TASSELFLOWER Era rostis atrovirens THALIA LOVEGRASS Era rostis ciliaris GOPHERTAIL LOVEGRASS Eu enia uni an SURINAM CHERRY I Eulo hia rnminea no common name Ficus microcm' I INDIAN LAUREL I Hed chiunr co,onarhmr I BUTTERFLY GINGER Hernarvhria altissinia I LIMPOGRASS II ® Conservation Collier Program 46 Pepper Ranch Preserve Land Management Plan H drtlla vet?icillata WATERTHYME,. HYDRILLA I H mendchne am lexicaidis TROMPETILLA, WEST INDIAN MARSH GRASS I Hyas verficillata JOHN CHARLES II Im erata cylindrical COGONGRASS I Indi o era hirsute HAIRY INDIGO Ki elin pinnata SAUSAGETREE Lantana cantrma LANTANA SHRUBVERBENA I Leaeaena leueoce hala WHITE LEADTREE II Ludivi is peniviana PERUVIAN PRIMROSEWILLOW I Lygodium micro h Ihun SMALL -LEAF CLIMBING FERN I Macro (ilium lath roirles WILD BUSHBEAN Mat i era indica MANGO Medicago lu ufina BLACK MEDIC I Melaleuca quinqueneiTia PUNKTREE I Melinis re ens ROSE, NATALGRASS I Momordica charantia BALSAMPEAR B Murdannia ?udjfl,,,_____j NAKEDSTEM DEWFLOWER Murdannia spirata var. am ora I ASIATIC DEWFLOWER Scientific Name Ne hrole is nut i an Common Nat ASIAN SWORD FERN Category I 01denlandia co mbosa FLATTOP MILLE GRAINES Panicmn maximums GUINEAGRASS II Panicum re ens TORPEDO GRASS I Pas alum notatunt BAHIAGRASS Pas Glom mvi/lei VASEYGRASS Pennisetum of stachion WEST INDIAN PENNISETUM' MISSIONGRASS H Phoenix roebellini PYGMY DATE PALM Pistia s'tratiotes• WATER -LETTUCE I Pouzolzia z lanica POUZOLTS BUSH Psmudele hanto ussieaaus DOG'S -TONGUE Pseudo nox then odioides MEXICAN FLAMEVINE Psiditun cattleianum STRAWBERRY GUAVA I Psiditun ta'ava GUAVA I Pteris vittata CHINESE LADDER BRAKE H Richardia randi ora LARGEFLOWER MEXICAN CLOVER Sacciole is indica INDIAN CUPSCALE Sah,mia minium WATER SPANGLES Schinus fembinthi glia BRAZILIAN PEPPER I Senna alata CANDLESTICK PLANT Semen obaisi olio COFFEEWEED' SICKLEPOD Setmn pendula vac g labrata VALAMUERTO I Solanum di h /hmi TWOLEAF NIGHTSHADE II Solanum vianmt TROPICAL SODA APPLE I S enrtacoce verficillata SHRUBBY FALSE BUTTONWEED Sphagnelicola u'ilobatn CREEPING OXEYE,. WEDELIA II Sporobolus indices var. pyramidalis WEST INDIAN DROPSEED SMUTGRASS I Syzygiuni cuudni JAVA PLUM I Thelypteds dentate DOWNY MAIDEN FERN; DOWNY SHIELD FERN Thunbet,to grandrAola SKYVINE Conservation Collier Program 47 A Pepper Ranch Preserve Land Management Plan Trarlescantia zebrine WANDERING -JEW; INCHPLANT Tri oliam re ens WHITE CLOVER Trhan eaa semitriloba SACRAMENTO BURRBARK Mena lobata CAESARWEED Urochloa distach a TROPICAL SIGNALGRASS Verbena brasiGensis 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 (Aeolis sagrei), the feral pig (Sits scrofa), and the cane toad has been heard calling near Lake Trafford (Rinella marina). One potentially problematic species is the coyote (Canes 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 Annie (Analis 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 N Pepper Ranch Preserve Land Managenient 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 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; 20056). 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 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 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. 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 O9 Ilhrorie Aerial Photograph (1940) , 0� , r ..il, a •.. � ;'. ; , `. / s, 1 I 1 <° LEGEND reer ��,�e+�+a-• eeueix Pepper Renm ��i+r �"� 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 O9 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. 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. QConservation Collier Prograni 52 Historic Aerial Photograph (1953) 1 3 S !L� —1—LEOERO DL g .�xp�wfrab uua PepGer 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. QConservation Collier Prograni 52 Pepper Ranch Preserve Laud Management Plan 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 comer 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 (f2.5 or f5.0 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 - Conservation Collier Program 53 0 I (Mork Aerinl I'hningrnph (1963) � G1 qr - � r,•. r ♦, jC r t CL C. ��L.f C � r • r � '��n•�: 341 5 • • y�Yl .� y, r � f�; 744 o rood emo IL-0ENO :�w.y.�•m.,"""s, u':u —Popper RUM 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 comer 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 (f2.5 or f5.0 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 - Conservation Collier Program 53 0 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 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 ha mokalee 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 EG 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 9 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 267.0612 (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 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 Exotic vegetation tre%,��4orthth StewardshM50acrcs) Year(s) 9Cattle Vat Cleanu9Removal of Old Str09Creation ofa New Te09Two Public Outreac09First Youth Ho Hu10Public Ho .and SmBe an10Initial Exotic ve etation treatment and mainten09 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: CoriservationCollier@Colliergov.net. Conservation Collier Program 57 G� 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 U 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 Pepper Ranch Preserve Land Management Plan Pepper Ranch Preserve Easement & Overlay Map c.M•nd O PWPW MIOPr.aeae Bomdaike � IAW T Oad WP ACCOW Eav a30 SeeIM@ Mon W*lW.9 nt. All. E..a IS netA& —W.d Oa Aesese E.aman4BO W Wtle -M.0.1 patl batlm Wa rase AIy TCaa01dW - St. W09 SWINA,.7 © I MT"aa LI .00M Oa RWP'3 aWdel aoeans Q lake TwM CWlel OmnN Dm- gW Eawmm410 CWI Wd. K �h o mec mb b nB[ aam. ee m Bt-eSa, ..nmmert.d— areeIISSIP ald are mis mepwm .rearetlm PIaAm W P[ ScSS Ilformatlm my CrCv 0 BB IMb. CON ATION LLleq 1µyixm'xgr:ra�u Yr�W4m Wnry q�.ryrgn ea�nnr.p.a.u.y 1`.'L... 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 Conservation Collier Program 60 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 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 USFW S requirements for an onsite Panther Conservation Bank GOAL I MAINTAIN HIGH QUALITY HABITAT 07THLIMITED 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 0 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 Sheriffs 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 U Pepper Ranch Preserve Land Management Plan 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 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 I 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 CollierProgrann 64 U Ranch Preserve Land Management Plan Conservation Collier Program 65 Pepper Ranch Preserve Lancs Management Plan Table I: Invasive, Exotic Plant SpeciesControl Pepper Ranch Common Name Common Name Common Name Nol For seedlings and small plants up to 1/2 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 uni ora Surinam cherry Garton 4. Seedlings should be hand pulled. Basal bark application of 10% Garlon 4 is Ficus•microcar a Indian laurel effective. Hymenachne Foliar treatment with 3-5% Rodeo. ain a lexicaulis trom efilla 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 WAS publication SS -AGR -52 for Gnerato c lindiical 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 Ludrvi is eruviana Peruvian rimrosewillow 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 Lygodimn lower portions. Do not apply when plants are micro p h Than I 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 trictopyr 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 arevery difficult to control with foliar tin uenervia bark applications. Conservation Collier Program 66 Pepper Ranch Preserve Land Management Plan Table I: Invasive, Exotic Plant Species Controlfor Pepper t Scientific Name Common Name Recommended Control(s)' Foliar application of 1-2% Roundup will provide control. Roundup (glyphosate) is a short -teen solution, because regrowth from Melinis re ens rose natal ass seed is rapid.' A foliar application of Roundup at 1.5% provides control. Follow-up applications are Ne hrole is brownii Asian sword fern necessary.' 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 Panicttm re ens 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% Garton 4. Cut -stump treatment with 50% Garton 3A, 10% Garton 4 or a basal bark application of 10% Garton 4. Foliar application of Garton 4, Garton 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 terebinthf/olia Brazilian pepper growing in aquatic sites. Senna pendula var. Foliar application, spray to wet with 1-2% labrata valamuerto Roundup Pros Solanum diphylhmi Two -leafed nightshade Foliar application of 1%n Garlon 4 or 3% Roundup. Foliar application of I% Garlon 4 or 3% Solanum viarum tro ical soda a le Roundup. Mature trees may take up to 9 months to die. Cut -stump treatment with 50% Garton 3A or 10% Garlon 4, or use a basal bark sy2ygiuni aumini Java plum treatment with 10% Garlon 4. FLEPPC 2009: Category I plants are those that alter native plant communities Dy msptacmg native species, change community structures or ecological functions, or hybridize with natives (FLEPPC 2009) a All species except as cited otherwise ' (Stokes 2009) '(Langeland 2008) '(Langeland et a1.2003) Conservation Collier Program 67 Cq0 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 It 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 lOD, 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 Pepper Ranch Preserve Land Management Plan (l 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 fie -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 bum 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 bum 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 bum 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 CollierProgrmn 69 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 bum unit that are on a longer fire cycle will likely not bum as fi-equently since fuels will not have built up. The seasonality, weather factors, or ignition techniques of the prescribed bum will also be chosen to selectively bum the community within the unit with the shortest fire cycle. Conservation Collier Prograne 70 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 bum 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 bum 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 bum 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 Pepper Ranch Preserve Land Managenient Plan conditions allow, and the timing selected to best suit the objectives for each burn unit, f 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 Bum 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 bum 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 -bum 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 bum 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 bum, 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 bum. 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 bums in southern forests: • 6 to 20 mph persistent surface winds; Conservation Collier Program 72 Pepper Ranch Preserve Land Managentent 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 burn 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 (MRCS 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 -bum evaluation is to ensue the objectives of the bum were attained and gain information to be used in future burns (Wade and Lundsford 1989). The post -burn evaluation will be conducted by the bum 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 CAn 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 fist of burn units, bum 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 bums 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 bum prescriptions (including smoke screening plans), preparing the site for burning, obtaining the bum authorization and managing the burn. Burn prescriptions and bum 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 U 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 leave for the day. This will ensure that all visitors are accounted for at the end of Conservation Collier Program 75 0 Pepper Ranch Preserve Land Management Plan each day Security cameras are also facing each preserve entrance to help monitor l 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 plat oru: —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 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 4Miq `eawl.u.. w.s-r eu.�Tvn Ytew{O�aN onn wai A zznre cep S UU PU NC H 55AR A ^j'r, Conceptual Site Plan for Peppw Ranch Praaxve Figure 12: Original Conceptual Site Plan for Pepper Ranch Preserve Figure 13: Current Trails as of August 2018 toner vonon Coltler lbi ogiam 78 Pepper Ranch Preserve Land Managennent 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 tip 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 traithead 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 southwesternmost 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 Progran2 79 M 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 as 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 u•� Pepper Ranch Preserve Ladd 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 Mudeutters 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 fust -response agencies for a scheduled operation of non -recreational UAV on the preserve must he 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 Conservation Collier Program 81 N Pepper Ranch Preserve Land Management Plat 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 ED UCATIONAL 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: PROMEA PLANFOR SECURITYAND 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 Sheriff s Office if problems start to arise. Conservation Collier Program 82 M 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 GT 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 Pepper Ranch Preserve Land Management Plan Table 11: Panther Habitat Unit Calculations excluding SSA 7 - Pre Restoration USFWS Habi[at Type FLUCFCS Code FLUCFCS Description Area acres ( ) USFWS Assigned PHU Value PHU's 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 flalwoods, disturbed, exotics 5-24% 3.39 3 10.18 4349E1 Oak, slash pine, cabbage palm, disturbed, exotics 5- 24% 68.73 3 206.19 BanealDisturbed Lands 6169E1 Pond apple, laurel oak, cabbage palm, disturbed, exotics 5-24% 0.83 3 2.49 6319E1 Shrub wetland, disturbed, exotics 5-24% 4,72 3 14.17 6419El Freshwater marsh, disturbed, exotics 5-24% 70.00 3 210.00 4119E2 Pine flalwoods, disturbed, exotics 25-49% 1.24 3 3.71 4349E2 Oak, slash pine, cabbage palm, disturbed, exotics 25- 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 6439172 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 2447 4119E4 Pine flatwoods, disturbed, exotics 75-100% 3.69 3 11.06 Conservation Collier Progrcnn 85 rO Pepper Ranch Preserve Land Management Plan USFWS Habitat Type FLUCFCS Code FLUCFCS Description Area USFWS Assigned PHU', (acres) PHU Value 422 Brazilian pepper, non -hydric 0.40 3 1.20 6192 Brazilian pepper, hydric 0.84 3 2.53 Exotic/Nulsance 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°/ exotic plant coverage 310171 Upland prairie, exotics 5-24% 35.11 6.3/3 204.42 with Dryic exotic plant coverage plan rag 310E2 Upland prairie, exotics 25-49% 4.01 6.3/3 20.36 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 Weiland 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 641171 Freshwater marsh, exotics 5-24% 83.40 4.7/3 371.43 coverage MarshMtet Praide with 37% exotic plant 641 E2 Freshwater marsh, exotics 2549°/ 17.26 4.7/3 70.27 coverage MaMlWJet 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 fmal approval by USFWS. Conservation Collier Program 86 ED 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. Baseline MonitorinWith n 60 Das of Approval 45 da s Time -Zero Monitorin Within 60 Das of Initial Restoration 45 da s Annual Monitoring Year 1 12 Months After Time -Zero Monitorin 45 days Annual Monitorin Year 2 1 Year from Previous Re ort Jana 31 Annual Monitorin Year 3 1 Year from Previous Re ort Jana 31 Annual Monitorin Year 4 1 Year from Previous Report Januar 31 Annual Monitorin Year 5 1 Year from Previous Report Jana31 Five -Year Monitoring ear 10 5 Years from Previous Report January 31 Every 5 ycars thereafter 5 Years from Previous Report January 31 In addition to the information outlined below, the monitoring report will include a general overview of the land management activities (i.e. prescribed bums, 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 Pepper Ranch Preserve Lmid 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 lm2 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 groundeover 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 Pepper Ranch Preserve Land Management Plan 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. 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 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 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 2017-19. 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 9 t' Do( M op n o d o 0 0 o m m o ro w ~ N m c5 o `^ w r n A (S VI 01 (VI l0 r 'i q al N N O1 D) � N Nemo. ryN N ci lD V N N N V1 y� "'1 O ♦+ O �xm U p rn d wd� ro R a ANN ro� .ti � N d N A V .pr U b a ° a N' N N rt 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 a 0 0 m o o g o m N O O O O v1 m O N Vf N N rl d N M VV VY O tR VI N fl ei N N O O OO p p O O O O O M O o m O O O O O O O O N ei O N vl Vl N r1 d `"� N W N � �y VI H rl 1R VY VL VL N � b V} N O tiF Vf N N N O O O 00 O O O 0 O O 0 0 O 0 O 0 O 0 O 0 CNO 0 Odi 0 0 Dn] O O O O O O O M 0 N N N .-i w N N � H N N vl vl O cccggq O a V O N 0 M N N ttl O O d M N N N N U! n to N VT M N VT Yl N en -1 N N to Rl m o 0 a 0 r O N r vmi m N t0 n N CO N O O ti vol Vd! 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Q Q O ♦+ O �xm U p rn d wd� ro R a ro� u Ctl 'y, O d A V .pr U b ° a Do( 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 Activity Prescribed fire and/ or mechanical treatment application and Management Approved X Activities Rejected— Minor fi ehneinstallation 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 IX Conservation Collier Program 92 X 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 uncle, 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, OF/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 1 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.htm] (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://w-ww.fleppc.org/list/09list.htm (accessed December 2009). Florida Fish and Wildlife Conservation Commission (FWC). 1999-2010. Species information — coyote. Available from http://www.myfwc.con/WILDLIFEHABITATS/Specieslnfo_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/do cs/ W ildlifeHabitats/Coyote W hitePap erFinal.pdf (accessed July 20 10) 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. con/does/ W ildlifeHabita ts/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 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 hup://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/pdffites/WG/WG2090O.pdf (accessed January 2010). Langeland, K. A., D. W. Clark, R. K. Stocker, and G. E. MacDonald. 2003. Evaluation of Fohar Applied Herbicides for Control of Christmas Senna. In Wildland Weeds. Winter 2009. Available from http://www.se- eppc.org/wildlandweeds/pdf/Winter2003-Langeland-ppl3-14.pdf (accessed January 2010). Conservation Collier Program 95 6) Pepper Ranch Preserve Lenin 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. lOpp. University of Florida, UFAFAS Extension Digital Information Source (EDIS) Database. Available from http://cdis.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. Betz, 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 (Myeteria Americana). Wildlife Ecology and Conservation Department, Florida Cooperative Extension Service document SSWISI2. 2pp. University of Florida, UF/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 (MRCS). 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 0 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 ht4)://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/. Conservation Collier Program 97 G Fepper Ranch Preserve Land Management Plan Appendix I Pepper Ranch Preserve 1Lega� Description Conservation Collier Program 98 CAS I IN s i I!a !-i{ f ci jjlliap� Ifs I Vii± R! tilI �ii `!i1' `."R jjlll�l�tlll;;,�., j• I 1 ( R rd R R h 1!lil 11 ill' n ���( �{I• If shhlr IIIss��Rlsls s� If�j <� I '' I 1 i!!i 'i"1 l� Ifli iiiii iiiiii 1� sili! {RP�i'��gqllllli'IIIiIUlld� 1 I w= I,Irnlrlrr, blil�rol i,;rhl, neI11S R,It111R.111,IW..... .u.. .ldl I�i. o Q•E 1' � • � r gyp. I �; 9yp�� F !4 ww „ I 1 . w I S i 1 yyy ut pU is �W E 1I UU. 111 `I a n R 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) Appendix 3 Florida Natural Areas Inventory Designations for Pepper Ranch Preserve — (2'x3' map) (Same map as on Page 24 only larger) Appendix 4 Floristic Inventory of Pepper Ranch Preserve Appendix 5 Management Unit Map of Pepper Ranch Preserve !-i -- A L= ' SII � 4�41' I 141 u I 1 2 gam, t: !-i Appendix 6 Cattle Lease o,� Cattle Lease Lease ft CC — 102 4H LE AGREEMENT � THIS LEASE AGREEMENT entered into this 2 day ��aY of " t/ 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 cm 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 nude a part of this Lease, hereinafter called the "Demised Premises," situated in the County of Collier and the Slate 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 pmetices applicable to the property and efficient use of grazing resources shall be followed at all limes. 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 (E) 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 lime.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 Stag) 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 Leese. CO3O 11D 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 [his 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 recoil 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 Stales 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 Hundrod 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 (5121.00) for each additional Animal Unit. Annual payment to the County shall be accompanied by a certification slating the number and age class of Animal Units being grazed on Ilene 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 live (5) percent from the previous year, compounded. ARTICLE 5. Modi6calions 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 will, 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 therea0er, if LESSOR so directs, LESSEE. shall promptly remove G IID 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 LESSEES 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. Assimment and Subleti nn LESSEE covenants and agrees not to assign this Lease or to sublet Ore 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 (510.00), 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 Demiscd 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 paries 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 hazed 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 conslmction 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. a 110 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 Workers Compensation Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage shall include Employers 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 wriling 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 Ore 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 area located mound cattle pens. Any offsite 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 minfall, drought or other unforeseen conditions, and provide such schedule to die Collier Conray 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 he 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 is sole cost and expense, keep the Demised Premises free from debris, litter, abandoned equipment and vehicles, and the like, at all limes. If said Demised Premises are not kept free from debris, litter, abandoned equipment and vehicles, and the like, in the opinion of LESSOR, LESSEES 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 110 constitute additional rent which shall be paid by LESSEE within len (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 Mies, laws and regulations, all non-natumlly 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 Ole LESSOR. LESSEE shall make monthly inspections of exterior fences and gales 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 die property and is operations. Al a minimum, the report most 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 Mies 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 offimmdve 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 prevision 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 famished to LESSOR pursuant to the terns of this Lease. (c) Filing of insolvency,reorganization, plan or arrangement orbankmptcy. 0 110 (d) Adjudication as bankrupt. (e) Making eta 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 my have, shall have the immediate right to re enter and remove all persons and property train the Demised Premises. Such property may he 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 thus Lease, and if said amounts vermin 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 accmo compounded interest of two (2) percent per month or the highest interest rale 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 will 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 Talented 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 Tamtamt Toil 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 amender to LESSOR possession of the Demised Promises and any improvements not removed upon expiration of Oils Lease, or its earlier termination as herein provided, in as good condition and repair as the some shall 110 be at the commencement of the tens of this Lease or may have been put by LESSOR or LESSEE during the continuance thereof, ordinary wear and tem 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 rale 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 s Average Weight ounds Animal Unit Equivalent AUE 950 0.92 "Oldl 1,000 1.00 1,500 1.35 d 600 0.60 d 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 I or the State of Florida, us 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 Iry 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 my use of the Demised Premises which would interfere with or adversely affect the operation or maintenance of LESSORS standard operations where other operations share common facilities. (a) Rights not specifically planted 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. 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 properly 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 Demiscd Premises. LESSOR is responsible for developing and implementing rales, 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. (() 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 came 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 Eniovment Subject to LESSOR'S rights provided in this Lease, LESSOR covenants that LESSEE., on paying the rental amount and performing the covenants, terns 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 leans 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 die 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. 010 IN WITNESS WHEREOF, the parties hereto have hereunder set forth their hands and seals. AS TO THE LLESSO DATED: ✓ a�� ATTEST: DWIGHT F..-BROCKXlerk','� . epuly Jerk . sigmlgre. +� AS TO LESSEE: DATED: WITNESSES: l ( afore) wIlA/LQ. T. eaSWZQ (Print Name) (Signature) (Print Name) 1 (Signaturp- Approved as to form and legality: I. rA. Belpedio Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER✓C/O/��J�T'Y FL A Tom Henning, CHAIRM LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: ' "y^Y -A THOMAS M. TAYLOR, as General Partner LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: CHRISTOPHER L ILL •, , as General Partner 110 ' Exhibit "A" (Legal Description of Demised Property) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half (E'/) of the East Half (EIA) 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 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 88057'47" W, along the south line of the Southeast Quarter(SE'/.) of said Section 22, for a distance of 330.09 feel; thence run N 00'31'18" W for a distance of 1342.51 feet; thence ran 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'/h) 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. 10 M 110 ' AND Properly Tax IdentiGwtian Number: 00052680009 The Southeast Quarter (SE%) of the Southwest Quarter (SWI/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 pmccl of land lying in the East Half (Eh) of the East Half (EVi) of the Southwest Quarter (S W %) of the Southeast Quarter (SE''A) of Section 22, Township 46 Saudi, Range 28 East, Collier County, Florida, being more particularly described as follows: Continence, at the Southeast comer of Section 22, Township 46 South, Range 28 East. Collier County, Florida; theme 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 88057'47" 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 s distance of 1342.51 feet; thence mn N 88'58'31" E far a distance of 330.12 feet; thence mn S 00°31'14" E, Earn distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres, more or less. 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C7DLL V a" LO O.La c " 8f& y (a 5 f } 7} =n¥ / ( 0 }\ ]ƒ{ § / / / } ) /o Q w _ //& ± � ( fCU ca 0 0 0 /\ \ \/) \ 0 cu \ \ \ : _ -a p7 E ]\� CD ��k - o>— \ \ \ \ /))§ y [)Q \ \\ Z M -a }k/ E! _ ® S§ /] k 2 (D § {tE§ / 05{§ 76 3G \o { \ % \\j\ K) ) �i . . / f / E\=# D-c¥k \� ° * \ \/ƒ\ q/(:� e ] [ ) I r�� � ILGQ 2 < - C13 _r_ - 0 £_ -- \/D \f - \\ \7 / ) \ \ A]g G¥ {» - §«_ _G e ) j %:[ &® �§ �E 54) -�� _� \�k \=\ � a)� ® \§. _ }j 300 @ N / ¥ c/ %\0 ® a) _7 Q/ : |2 k({ * 208 00 \) { M } \ k /o/ E I ca 2]§ § ) £ Q : EIy } g \ LU L, 5% ) \ \ \\\\ \\) \N / w 2 \\\ § ( f/ \A CD ° R i \ I =i \ b $z \ \± A < § " Appendix 8 Pepper Ranch Preserve — Land Use Compatibility Matrix a o� THIS PAGE INTENTIONALLY LEFT BLANK Exhibit E Credit Evaluation O THIS PAGE INTENTIONALLY LEFT BLANK 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 USFWS Habitat Type FLUCFCS Code FLUCFCS Description Area (acres) USFWS Assigned PHU Value PHU's 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 2,868.28 641 Freshwater marsh 29.55 4.7 138.90 Marsh/Wel Prairie 643 Wetprame 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 89 Willow/shrub wetland, dislrubed 5.44 3 16.31 19 Freshwater marsh, disturbed 27.21 3 81.64 46 [443149El Primitive trail 1.51 3 4.53 9E1 Pine flatwoods, disturbed, exotics 5-24% 3.39 3 10.18 Oak, slash pine, cabbage palm, disturbed, exotics 6- 24 68.73 3 206.19 Banen/Disturbed Lands 6169E1 Pond apple, laurel oak, cabbage palm, disturbed, exotics 5-24% 0.83 3 2.49 6319EI 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- 49% 8.86 3 26.67 6319E2 Shrub wetland, disturbed, exotics 25-49% 0.09 3 0.26 6419E2 Freshwater marsh, disturbed, exotics 25-49% 26.19 3 78.57 6439112 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 flalwoods, disturbed, exotics 75-100% 3.69 1 3 11.06 Table 1. PHU Calculations for the Pepper Ranch Preserve Conservation Bank, continued 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 101 FLUCFCS Area USFWSCode USFWS Habitat Type 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 512114 Ditches, exotics 75-100% 0.66 0 - 742 Borrow pond 0.78 0 - Dry 14 e exotic plant coverage exotic plat coverago 310E1 Upland prairie, exotics 5-24% 35.11 6.3/3 204.42 Dry with exotic plan exotic plant coverage rag 310E2 Upland prairie, exotics 25-49% 4.01 6.313 20.36 Hardwood Forest with 14.5% excUc plant 427E1 Oaks, exotics 5-24% 1.57 913 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 631 E1 Shrub wetland, exotics 5-24% 1.35 5.5/3 6.91 coverage MarsWWet Prairie with 14.5% exotic plant 641E1 Freshwater marsh, excites 5-24% 83.40 4.7/3 371.43 coverage MarsNWel Prairie with 37% exotic plant 641 E2 Freshwater marsh, exodes 25-49% 17.26 4.7/3 70.27 coverage Marsh/Wet Prairie with 62% exotic plant 641113 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 101 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. Hector, 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 VIIF Telemetry Data. The Journal of Wildlife Management, 72(3):633-639. 0 THIS PAGE INTENTIONALLY LEFT BLANK a 0 Exhibit F Conservation Easement THIS PAGE INTENTIONALLY LEFT BLANK O PEPPER RANCH PRESERVE CONSERVATION BANK CONSERVATION EASEMENT THIS PEPPER RANCH PRESERVE CONSERVATION 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 "Patties"). 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 ("Set -vice"), 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 661-6660, 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 corgi ("Florida panther"); and WHEREAS, the Service and Grantor have entered into that certain Pepper Ranch Preserve Bank Agreement dated (the "Conservation Instrument'), which Conservation Instrument governs the establishment 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 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, ( 9 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 in. 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, 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 envy 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 terns 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 terns 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 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 terns 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 proposes 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 P 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 perforin 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 00 To the Service: Field Supervisor United States Fish and Wildlife Service South Florida Ecological Services Office 1339 20'x' 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 terns 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. 0 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 confinue as a servitude running in perpetuity with the Property. IN WITNESS WHEREOF, Grantor has hereunto set its authorized hand this day of ,20 GRANTOR: ATTEST: BOARD OF COUNTY COMMISSIONERS Collier County Clerk COLLIER COUNTY, FLORIDA 0 Deputy Clerk Andy Solis, Chairman Approved as to form and legality: Date: Jennifer A. Belpedio Assistant County Attorney STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me this day of 20_ by Andy Solis, as Chairman of the Collier County Board of County Commissioners, behalf thereof. She is personally known to me. Notary Public, State of Florida Print Name: My Commission Expires: on 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 M Title: Date: Approved as to form and legal sufficiency: �R� P2vPIYlis�tS ue By - Print Name: AlCdWfCD L•LAv420Y16- Title: A'f►UY�+`Et`3'�/ Approval and Acceptance by Third Party: U.S. Fish and Wildlife Service Vero Beach, Florida Field Office By: Date: O THIS PAGE INTENTIONALLY LEFT BLANK • EXHIBIT "A" LEGAL DESCRIPTION OF PROPERTY 9 THIS PAGE INTENTIONALLY LEFT BLANK (,1 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 89001'24" East 2,641.46 feet; Thence South 01°09'15" East 7.19 feet; Thence South 00029'45" East 515.68 feet; Thence South 87041'04" West 434.44 feet; Thence South 15034'37" West 476.50 feet; Thence South 55058'23" East 619.80 feet; Thence South 04046'34" East 1,121.80 feet; Thence South 01 009'15" East 1,471.58 feet; Thence North 79008'10" East 177.54 feet; Thence North 88051'15" 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 1005522" 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 34055'50" 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; M ® Stantec Thence North 74003'47" West 22.23 feet; Thence North 52008'26" West 31.99 feet; Thence North 32001'08" West 29.84 feet; Thence North 23058'24" West 16.01 feet; Thence North 32029'12" West 21.20 feet; Thence North 3200110" West 15.34 feet; Thence North 80°32'31" West 9.89 feet; Thence North 25001'47" West 26.91 feet; Thence North 21002'53" West 28.82 feet; Thence North 54028'37" West 29.25 feet; Thence North 45000'58" West 29.89 feet; Thence North 59045'27" West 22.59 feet; Thence North 56019'28" West 29.32 feet; Thence North 45000'59" West 34.49 feet; Thence North 57016'45" West 33.25 feet; Thence North 74003'46" West 58.86 feet; Thence North 75058'18" West 26.82 feet; Thence North 72°15'51" West 42.69 feet; Thence North 69027'18" West 27.79 feet; Thence North 45000'56" West 28.97 feet; Thence North 74003'46" West 49.73 feet; Thence North 6904115" West 43.08 feet; Thence North 35000'28" West 37.31 feet; Thence North 85014'19" West 19.59 feet; Thence North 76°46'01" West 28.40 feet; Thence North 45000'55" West 16.10 feet; Thence North 39049'20" West 12.70 feet; Thence North 30058'38" West 28.44 feet; Thence North 61034'15" West 44.39 feet; Thence North 11°19'03" West 8.29 feet; Thence North 72029'00" West 32.40 feet; Thence North 68012'32" West 17.52 feet; Thence North 60057'33" West 16.74 feet; Thence North 26034'41" West 21.81 feet; Thence North 21032'48" West 23.90 feet; Thence North 09028'06" West 9.89 feet; Thence North 08007'58" West 11.49 feet; Thence North 06020'40" West 14.72 feet; Thence North 36053'06" West 8.13 feet; Thence North 33042'14" West 5.86 feet; Thence North 12032'06" West 14.99 feet; Thence North 07007'47" West 13.11 feet; Thence North 18026'36" West 10.28 feet; Thence North 00000'00" East 11.38 feet; Thence North 14°02'44" West 18.77 feet; Thence North 33042'14" West 36.49 feet; Thence North 50012'34" West 24.10 feet; Thence North 69027'17" West 21.47 feet; Thence North 63026'50" West 14.55 feet; Thence North 50012'38" West 12.70 feet; Thence North 38°40'27" West 10.41 feet; ® Stantec Thence North 69027'20" West 13.90 feet; Thence North 65034'05" West 19.65 feet; Thence North 56019'28" West 5.86 feet; Thence North 63026'50" West 14.55 feet; Thence North 82052'46" West 13.11 feet; Thence North 73018'36" West 16.98 feet; Thence North 90000'00" West 13.01 feet; Thence North 68012'32" West 8.76 feet; Thence North 45000'59" West 11.88 feet; Thence South 78041'44" West 17.97 feet; Thence North 82052'41" West 13.11 feet; Thence North 49024'51" West 14.99 feet; Thence North 41012'07" West 17.28 feet; Thence North 60016'09" West 13.11 feet; Thence North 45001'00" West 13.80 feet; Thence North 90000'00" West 29.28 feet; Thence North 81015'30" West 21.39 feet; Thence North 35033'18" West 21.76 feet; Thence North 81015'31" West 33.28 feet; Thence North 75058'15" West 13.41 feet; Thence North 26034'35" West 10.00 feet; Thence North 68012'32" West 37.22 feet; Thence North 90000'00" West 6.51 feet; Thence North 59045'27" West 22.59 feet; Thence South 78041'41" West 8.29 feet; Thence North 90000'00" West 16.26 feet; Thence North 82°24'34" West 31.40 feet; Thence South 81052'29" West 17.85 feet; Thence North 90000'00" West 21.14 feet; Thence North 81°52'29" West 11.50 feet; Thence North 77000'43" West 21.70 feet; Thence North 79042'06" West 18.18 feet; Thence South 82052'46" West 13.11 feet; Thence North 90000'00" West 13.01 feet; Thence North 73018'36" West 16.98 feet; Thence North 78°41'41" West 8.29 feet; Thence North 66048'46" West 12.39 feet; Thence North 66002'59" West 35.65 feet; Thence North 84017'35" West 17.93 feet; Thence North 83°39'49" West 14.73 feet; Thence North 77054'40" West 23.29 feet; Thence North 74045'13" West 24.72 feet; Thence North 90000'00" West 23.31 feet; Thence South 77028'40" West 14.99 feet; Thence North 81052'25" West 11.50 feet; Thence North 74045'11" West 18.54 feet; Thence North 81'15'30" West 28.11 feet; Thence South 84048'32" West 29.26 feet; Thence North 78°41'49" West 8.29 feet; Thence North 74002'39" West 19.65 feet; Thence North 56019'28" West 18.49 feet; -] ® Stantec Thence South 78041'49" West 10.85 feet; Thence North 63026'54" West 16.62 feet; Thence South 78°41'41" West 8.42 feet; Thence North 75058'17" West 29.80 feet; Thence North 81052'27" West 23.00 feet; Thence North 90000'00" West 32.53 feet; Thence North 83039'45" West 14.73 feet; Thence North 71034'34" West 10.29 feet; Thence North 90000'00" West 27.65 feet; Thence South 78041'49" West 8.29 feet; Thence North 85°36'15" West 21.21 feet; Thence North 69027'17" 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 53008'49" West 8.13 feet; Thence North 71034'28" West 10.29 feet; Thence North 68012'32" West 16.84 feet; Thence North 83039'50" West 31.72 feet; Thence North 75058'09" West 6.71 feet; Thence North 84048'32" West 17.96 feet; Thence North 80032'37" West 9.89 feet; Thence North 80032'31" West 16.82 feet; Thence South 75058'22" West 24.81 feet; Thence North 90000'00" West 8.13 feet; Thence South 81052'24" West 11.50 feet; Thence North 90000'00" West 8.13 feet; Thence South 69°27'17" West 13.90 feet; Thence South 77028'40" 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 64059'42" West 26.92 feet; Thence South 74003'47" West 11.84 feet; Thence South 59003'01" 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 83039'50" West 14.73 feet; Thence North 71034'28" West 10.29 feet; Thence North 77028'40" West 14.99 feet; Thence North 00000'00" East 1.63 feet; Thence North 88023'04" West 20.02 feet; Thence South 81052'28" West 16.75 feet; Thence South 86°11'17" West 35.61 feet; Thence South 64048'40" 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 ® Stantec Thence West 16.58 feet; Thence South 69°27'16" West 16.19 feet; Thence South 74°0347" West 22.42 feet; Thence South 78°41'46" West 6.04 feet; Thence South 6902715" West 10.12 feet; Thence North 90°00'00" West 18.95 feet; Thence South 45000'58" 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 7Y18'34" 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 5102121" West 20.36 feet; Thence South 50012'36" West 9.25 feet; Thence South 59°03'01" West 16.32 feet; Thence South 74003'47' West 21.16 feet; Thence South 75°58'16" West 14.32 feet; Thence North 84°48'30" West 12.21 feet; Thence North 82052'44" West 9.55 feet; Thence North 85055'00" West 16.62 feet; Thence South 71034'28" West 7.49 feet; Thence South 74°45'11" West 22.51 feet; Thence South 53°08'44" West 9.87 feet; Thence South 69027'16" 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 75058'17" 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 00027'07" East 220.66 feet; Thence leaving said line, West 207.03 feet; Thence South 88013'20" West 31.02 feet; Thence South 84034'04" West 32.72 feet; Cq0 ® Stantec Thence South 80°49'16" West 32.72 feet; Thence South 77004'04" West 32.72 feet; Thence South 73°19'13" West 32.72 feet; Thence South 69034'05" West 32.72 feet; Thence South 65°49'11" West 32.72 feet; Thence South 62004'14" West 32.72 feet; Thence South 5801910" West 18.06 feet; Thence South 89044'17" West 7.31 feet; Thence North 90000'00" West 40.66 feet; Thence South 36051'00" West 21.40 feet; Thence South 05°11'30" West 29.34 feet; Thence South 47004'07" 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 34057'22" West 17.72 feet; Thence South 32004'10" West 32.72 feet; Thence South 2801919" West 32.72 feet; Thence South 24034'06" West 32.72 feet; Thence South 20049'05" West 38.61 feet; Thence South 16°32'34" West 110.84 feet; Thence South 13019'05" West 35.16 feet; Thence South 09034'09" West 32.72 feet; Thence South 0505621" West 10.46 feet; Thence North 87040'21" West 69.09 feet; Thence North 83038'36" West 4.18 feet; Thence South 54°27'33" West 0.48 feet; Thence North 87°40'21" West 48.58 feet; Thence North 86049'35" West 40.20 feet; Thence South 58000'26" West 1.05 feet; Thence North 87040'21" West 463.62 feet; Thence North 50°12'30" West 12.42 feet; Thence South 59002'48" West 13.77 feet; Thence North 87°40'21" West 40.95 feet; Thence North 45000'00" 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 74003'52" West 4.81 feet; Thence North 69025'46" 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 01 058'56" West 4.42 feet; Thence North 02037'38" East 522.70 feet; Thence North 09040'05" East 197.26 feet; Thence North 04029'02" East 174.48 feet; Thence North 10012'57" West 135.89 feet; Thence North 50°04'16" West 100.64 feet; Thence North 77°04'03" East 29.80 feet; 161 ® 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 50050'25" 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 85056'06" East 74.09 feet; Thence North 88°55'03" East 41.72 feet; Thence North 88°54'41" East 40.52 feet; Thence North 90000'00" 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 03009'26" 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 03020'41" 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 04045'08" 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 14001'42" West 21.77 feet; Thence North 08046'45" West 29.73 feet; MIS ® Stantec Thence North 06°28'51" West 26.54 feet; Thence North 04007'04" West 31.77 feet; Thence North 02°02'13" East 43.02 feet; Thence North 04039'28" East 46.16 feet; Thence North 02006'26" West 23.13 feet; Thence North 02004'56" West 17.70 feet; Thence North 01033'45" East 24.82 feet; Thence North 01°33'12" East 30.14 feet; Thence North 01 033'30" West 110.16 feet; Thence North 08031'23" West 45.76 feet; Thence North 04037'44" West 46.91 feet; Thence North 0603943" West 58.46 feet; Thence North 08004'49" West 32.19 feet; Thence North 04°55'41" West 52.82 feet; Thence North 05°02'40" West 34.08 feet; Thence North 14022'43" West 30.45 feet; Thence North 24°09'36" West 31.30 feet; Thence North 26°04'41" West 39.41 feet; Thence North 24023'05" West 28.59 feet; Thence North 2604417" West 27.43 feet; Thence North 09"1213" West 28.29 feet; Thence North 05018'48" East 24.23 feet; Thence North 18041'30" 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 53050'30" West 43.25 feet; Thence North 32046'22" East 34.25 feet; Thence North 10°43'16" East 24.43 feet; Thence North 05024'31" West 23.53 feet; Thence North 42022'14" West 25.14 feet; Thence North 6901027" West 16.54 feet; Thence North 64010'08" West 25.38 feet; Thence North 36048'47" 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 33038'37" West 21.25 feet; Thence North 45°09'00" West 24.57 feet; Thence North 62°38'50" West 37.64 feet; Thence North 66053'50" West 28.03 feet; Thence North 78°13'51" West 18.07 feet; Thence North 67029'34" West 13.56 feet; Thence North 62016'37" West 17.47 feet; Thence North 54°05'21" West 20.03 feet; Thence North 57000'48" West 21.33 feet; Thence North 73058'56" West 21.98 feet; Thence South 87020'46" West 16.24 feet; Thence North 90000'00" West 19.15 feet; Thence North 76028'09" West 18.97 feet; 0 ® 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 73051'03" West 13.30 feet; Thence North 73050'05" West 15.85 feet; Thence North 7402511" West 19.10 feet; Thence North 70053'37" West 17.97 feet; Thence North 72059'30" West 17.70 feet; Thence North 75037'04" West 32.71 feet; Thence North 77°49'14" West 27.88 feet; Thence North 71034'43" West 32.62 feet; Thence North 81 °52'11" West 26.07 feet; Thence North 68°31'12" West 26.13 feet; Thence North 65014'37" West 31.62 feet; Thence North 70°23'26" West 35.20 feet; Thence North 65046'58" West 32.31 feet; Thence North 71009'43" West 36.58 feet; Thence North 72025'55" West 31.70 feet; Thence North 74°02'24" West 26.82 feet; Thence North 83015'09" 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 50009'28" West 17.26 feet; Thence North 24001'03" West 14.51 feet; Thence North 02046'33" West 14.76 feet; Thence North 04036'18" East 8.91 feet; Thence North 05019'43" East 8.10 feet; Thence North 87013'01" West 0.10 feet; Thence North 04036'18" East 0.75 feet; Thence North 90000'00" West 36.08 feet; Thence South 87033'38" West 17.67 feet; Thence North 82043'39" West 17.82 feet; Thence North 90000'00" West 19.38 feet; Thence North 39010'55" West 22.56 feet; Thence North 42048'01" West 30.48 feet; Thence North 44032'56" West 19.18 feet; Thence North 36017'35" West 68.94 feet; Thence North 39°10'52" West 34.26 feet; Thence North 42°55'47" West 32.72 feet; Thence North 46040'55" West 32.72 feet; Thence North 50°16'53" West 30.15 feet; Thence North 52°00'41" West 51.70 feet; Thence North 54010'39" West 32.91 feet; Thence North 57055'53" West 32.72 feet; Thence North 61040'57" West 32.72 feet; Thence North 65025'43" West 32.72 feet; Thence North 69010'55" West 32.72 feet; G ® Stantec Thence North 72055'48" West 32.72 feet; Thence North 76040'52" West 32.72 feet; Thence North 80025'47" West 15.59 feet; Thence North 0300425" West 7.95 feet; Thence North 00000'00" East 39.00 feet; Thence North 11°15'18" West 25.92 feet; Thence North 04044'36" West 36.64 feet; Thence North 06057'39" West 30.42 feet; Thence North 07033'25" West 22.31 feet; Thence North 10°40'06" West 23.98 feet; Thence North 29047'55" West 26.78 feet; Thence North 8305028" West 30.34 feet; Thence North 82010'49" West 21.57 feet; Thence North 82°24'49" West 17.09 feet; Thence North 65029'49" West 7.65 feet; Thence North 15016'43" West 21.14 feet; Thence North 07050'51" West 21.58 feet; Thence North 06051'54" West 18.57 feet; Thence North 21°11'07" West 24.46 feet; Thence North 35008'55" West 24.31 feet; Thence North 38007'32" West 26.22 feet; Thence North 41049'59" West 18.78 feet; Thence North 3402625" West 16.98 feet; Thence North 38035'23" West 23.58 feet; Thence North 35034'59" West 25.36 feet; Thence North 31032'22" 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 3103225" West 22.51 feet; Thence North 37010'30" West 26.83 feet; Thence North 37021'48" West 35.23 feet; Thence North 28°32'57" West 29.31 feet; Thence North 24030'57" West 27.18 feet; Thence North 10°16'10" West 175.15 feet; Thence North 05°25'21" East 219.23 feet; Thence North 55023'22" East 109.78 feet; Thence North 85020'29" East 171.74 feet; Thence North 05055'46" West 112.19 feet; Thence North 05055'49" West 117.14 feet; Thence North 67007'12" West 193.77 feet; Thence North 01'38'41 " West 23.52 feet; Thence North 02042'37" West 23.13 feet; Thence North 00039'23" East 20.58 feet; Thence North 02044'56" East 48.49 feet; Thence North 00000'00" East 42.76 feet; Thence North 03°47'03" East 45.03 feet; Thence North 0202318" East 52.36 feet; Thence North 01 056'59" East 44.22 feet; Thence North 03°15'26" East 51.65 feet; Thence North 07°56'29" East 63.99 feet; 10 a ® 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 02003'36" West 19.89 feet; Thence North 01049'41" West 2.81 feet; Thence North 38014'36" East 135.54 feet; Thence North 69058'35" East 78.82 feet; Thence South 88°08'43" East 21.17 feet; Thence North 86°46'54" East 26.58 feet; Thence North 77024'40" 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 81050'05" East 48.82 feet; Thence North 81038'00" 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 78041'24" East 18.80 feet; Thence North 81006'27" East 23.85 feet; Thence North 86°59'43" East 27.29 feet; Thence North 81038'00" East 25.34 feet; Thence North 74016'36" 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 76023'14" 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 84055'34" 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 83039'44" 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 G ® 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 20002'53" East 54.15 feet; Thence South 50055'47' East 205.68 feet; Thence South 71037'21" East 161.35 feet; Thence South 57°19'18" East 92.06 feet; Thence South 04°24'10" West 4.07 feet; Thence South 05002'37" 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 54009'52" East 7.54 feet; Thence North 24013'23" East 10.03 feet; Thence North 38019'09" East 265.34 feet; Thence North 60038'47" East 33.65 feet; Thence North 60°37'42" East 24.89 feet; Thence North 90000'00" East 140.59 feet; Thence South 85001'40" East 202.86 feet; Thence South 87°42'41" East 109.92 feet; Thence South 77037'04" East 184.40 feet; Thence South 71034'13" East 125.04 feet; Thence South 84048'18" East 145.57 feet; Thence South 79041'28" East 49.13 feet; Thence South 48°59'29" East 133.90 feet; Thence South 36034'18" East 169.58 feet; Thence South 37052'34" East 200.36 feet; Thence South 49°45'33" East 74.82 feet; Thence South 72021'05" East 101.43 feet; Thence South 84033'23" East 92.67 feet; Thence North 75°18'59" East 79.36 feet; Thence North 59055'10" 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 76030'04" East 140.60 feet; Thence North 85036'12" East 214.06 feet; Thence North 33026'12" East 295.95 feet; Thence North 08°00'17" West 159.08 feet; Thence North 03°00'15" West 107.63 feet; Thence North 14027'48" West 106.77 feet; Thence North 19°15'20" West 160.79 feet; Thence North 16035'28" 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 & ® 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 88150'43" East 989.65 feet to the POINT OF BEGINNING; Thence continue along said North line, North 88050'43" East 330.07 feet; Thence leaving said line South 01 004'38" East 665.87 feet; Thence South 88°51'14" West 329.78 feet; Thence North 01006'08" 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 89100'45" East. Certificate of authorization #LB -7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: cJ* Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional's seal. Ref. 2H-224 13 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 00028'34" West 223.38 feet; Thence leaving said West line, North 54023'47" East 56.65 feet; Thence North 01'34'46" East 111.63 feet; Thence North 26°11'08" East 96.92 feet; Thence North 75007'28" 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 55032'51" East 162.44 feet; Thence North 52028'37" East 268.07 feet; Thence North 48027'43" East 163.33 feet; Thence North 44031'57" East 159.99 feet; Thence North 23001'32" East 156.02 feet; Thence North 14041'52" East 215.45 feet; Thence North 28°44'01" East 160.01 feet; Thence North 39°04'47" East 161.72 feet; Thence North 51012'12" 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 80045'14" East 214.47 feet; Thence South 87°21'54" East 107.08 feet; Thence North 79°25'51" East 107.36 feet; Thence North 76045'34" East 107.47 feet; Thence North 01 027'07" East 250.73 feet; Thence South 76055'22" East 22.01 feet; Thence South 77°44'21" East 14.20 feet; Thence South 80°25'31" East 32.77 feet; Thence South 84010'52" East 32.72 feet; Thence South 87°55'54" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; D ® Stantec Thence North 84034'14" East 32.72 feet; Thence North 80049'08" East 32.72 feet; Thence North 77004'06" East 32.72 feet; Thence North 74008'33" 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 61028'20" East 79.03 feet; Thence North 60°50'00" East 11.15 feet; Thence North 58°19'11" East 32.72 feet; Thence North 54034'10" East 32.72 feet; Thence North 5004910" 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 50049'05" East 32.72 feet; Thence North 47016'10" East 29.25 feet; Thence North 45°35'21" East 14.07 feet; Thence North 45023'51" East 3.47 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39034'13" 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 43020'20" East 2.88 feet; Thence South 31006'46" 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 44039'57" East 2.24 feet; Thence South 46040'53" 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 55005'04" East 16.97 feet; 2 ® 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 65025'44" 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 76051'48" East 29.56 feet; Thence South 80025'44" East 32.72 feet; Thence South 84010'55" East 32.72 feet; Thence South 87°55'51" East 32.72 feet; Thence North 88°1910" East 32.72 feet; Thence North 84°34'14" East 32.72 feet; Thence North 81053'48" 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 88019`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 00027'07" 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 89000'45" East. Certificate of authorization #LB -7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors C* By: July 6, 2016 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional's seal. Ref. 21-1-224 Exhibit G Credit Receipt Form THIS PAGE INTENTIONALLY LEFT BLANK Exhibit G — Pepper Ranch Preserve Conservation Bank Credit Receipt Fonn C;o 8-r c;0H"ty 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 Exhibit G - Pepper Ranch Preserve Credit Ledger Bank Acreage - 1,516.84 Total PHI -Is for bank - 8.669 Reference USACE USFWS Panther Applicant Transfer Date Transfer Name PHU Pa Contact Number Permit AppM La91F Transferred Remaining Information Insect beginning PHUs here Exhibit H Trust Agreement and Trustee's Certification THIS PAGE INTENTIONALLY LEFT BLANK 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 EFFE CTIVE 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 Caracara Prairie Preserve in perpetuity and not used for other purposes as more specifically described in Exhibit "A" attached hereto. This Resolution is adopted after motion; second and majority vote favoring adoption this day 2018. ATTEST: COLLIER COUNTY CLERK ,Deputy Clerk Approved for form and legality: Jennifer A. Belpedio Assistant County Attorney BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA En Andy Solis, CHAIRMAN EXHIBIT • Page of 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 , 201, 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 "Cleric') (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 Agreement (the "Conservation Bank Agreement'), including its exhibits, dated wherein the Service approved the Pepper Ranch Preserve Conservation 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. 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 corgi) (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 will be specifically dedicated to cover the management costs associated with the Property dining 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 fust 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. 1. Pursuant to the Conservation Bank Agreement, Collier County has agreed to oversee and ensure that the Properly 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. 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. i 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. 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, contacts, 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 —nN 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 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 S 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 Policv. 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 carry 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 19 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. (f) 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. 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: Cleric of the Circuit Court of Collier County ATTN: Finance Collier County Courthouse Annex, 2nd Floor 3315 Tarniami Trail East Naples, FL 34112-5324 Facsimile: (239) 252-2755 E -Mail: CollierClerk@collierelerk.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 133920 1h Street Vero Beach, Florida 32960-3559 Facsimile: (772) 562-4288 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 hath 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. (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 O 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 fust written above. GRANTOR: ATTEST: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY CLERK COLLIER COUNTY, FLORIDA , Deputy Clerk Approved for form and legality Jennifer B. Belpedio Assistant County Attorney TRUSTEE: L-A 10 Clerk of the Circuit Court of Collier County APPROVED: By: Title: U.S. Fish and Wildlife Service Date: Andy Solis, CHAIRMAN 11 TRUSTEE'S CERTTFTCATION 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. Dated, this day of , 201. Clerk of the Circuit Court 12 Attachment "A" PEPPER RANCH PRESERVE CONSERVATION BANK ENDOWMENT FUND TRUST LEGAL DESCRIPTION THIS PAGE INTENTIONALLY LEFT BLANK 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 87041'04" West 434.44 feet; Thence South 15034'37" 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 79008'10" East 177.54 feet; Thence North 88051'15" 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 90020'40" and being subtended by a chord which bears South 45058'25" 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 00048'05" 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 54028'40" West 41.97 feet; Thence North 37°25'14" West 34.79 feet; Thence North 45°00'58" West 20.70 feet; Thence North 70021'23" 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 21048'42" West 8.75 feet; Thence North 45001'00" West 19.78 feet; Stantec Thence North 74003'47" West 22.23 feet; Thence North 52008'26" West 31.99 feet; Thence North 32°01'08" West 29.84 feet; Thence North 23058'24" 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°1928" West 29.32 feet; Thence North 45°00'59" West 34.49 feet; Thence North 57016'45" West 33.25 feet; Thence North 74°03'46" West 58.86 feet; Thence North 75058'18" 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 74003'46" 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 72029'00" 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 08007'58" West 11.49 feet; Thence North 06020'40" West 14.72 feet; Thence North 36°53'06" West 8.13 feet; Thence North 33°42'14" West 5.86 feet; Thence North 12032'06" 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 33042'14" 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 38040'27" West 10.41 feet; Stantec Thence North 69027'20" West 13.90 feet; Thence North 65034'05" West 19.65 feet; Thence North 56019'28" West 5.86 feet; Thence North 63026'50" 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 78041'44" 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 75058'15" West 13.41 feet; Thence North 26034'35" 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 79042'06" West 18.18 feet; Thence South 82052'46" West 13.11 feet; Thence North 90000'00" West 13.01 feet; Thence North 73018'36" 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 90000'00" 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 78041'49" West 8.29 feet; Thence North 74°02'39" West 19.65 feet; Thence North 56019'28" West 18.49 feet; Stantec Thence South 78°41'49" West 10.85 feet; Thence North 63026'54" West 16.62 feet; Thence South 78°41'41" West 8.42 feet; Thence North 75058'17" 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 59003'01" 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 75058'22" 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 90000'00" West 32.53 feet; Thence North 83039'50" West 14.73 feet; Thence North 71°34'28" West 10.29 feet; Thence North 77028'40" 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; In 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 6902715" 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 80032'34" 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 82052'44" West 9.55 feet; Thence North 85055'00" West 16.62 feet; Thence South 71034'28" 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 90000'00" West 17.77 feet; Thence South 7505817" West 4.88 feet; Thence South 83039'48" 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 89032'22" 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 00027'07" 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; Stantec Thence South 80°49'16" West 32.72 feet; Thence South 77°04'04" West 32.72 feet; Thence South 73°1913" 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 58019'10" West 18.06 feet; Thence South 89°44'17" West 7.31 feet; Thence North 90°00'00" West 40.66 feet; Thence South 36051'00" West 21.40 feet; Thence South 05°11'30" West 29.34 feet; Thence South 47004'07" 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°1919" 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 58000'26" 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 01 058'56" West 4.42 feet; Thence North 02°37'38" East 522.70 feet; Thence North 09°40'05" East 197.26 feet; Thence North 04029'02" 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; Stantec Thence North 73°19'10" East 32.72 feet; Thence North 69034'14" East 32.72 feet; Thence North 65049'07" 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 39043'52" 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 88055'03" 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 03009'43" West 61.96 feet; Thence North 05050'02" West 66.72 feet; Thence North 00042'09" West 32.33 feet; Thence North 00042'45" 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 09038'54" 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 08046'45" West 29.73 feet; 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 02006'26" West 23.13 feet; Thence North 02004'56" West 17.70 feet; Thence North 01033'45" East 24.82 feet; Thence North 0103312" East 30.14 feet; Thence North 01 033'30" West 110.16 feet; Thence North 08°31'23" West 45.76 feet; Thence North 04°37'44" West 46.91 feet; Thence North 06039'43" 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 26044'17" West 27.43 feet; Thence North 09°12'13" West 28.29 feet; Thence North 05018'48" East 24.23 feet; Thence North 18041'30" East 1.77 feet; Thence South 85°1919" West 31.60 feet; Thence North 83°20'11" West 64.60 feet; Thence North 80°31'58" West 25.34 feet; Thence North 58021'36" West 12.72 feet; Thence North 53°50'30" West 43.25 feet; Thence North 32046'22" East 34.25 feet; Thence North 1004316" 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 64010'08" West 25.38 feet; Thence North 36°48'47" West 14.75 feet; Thence North 3005715" 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 66053'50" West 28.03 feet; Thence North 78°13'51" West 18.07 feet; Thence North 67029'34" 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 73058'56" 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; 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 73051'03" West 13.30 feet; Thence North 73050'05" West 15.85 feet; Thence North 74025'11" West 19.10 feet; Thence North 70053'37" West 17.97 feet; Thence North 72°59'30" West 17.70 feet; Thence North 75°37'04" West 32.71 feet; Thence North 77049'14" 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 65014'37" West 31.62 feet; Thence North 70°23'26" West 35.20 feet; Thence North 65046'58" 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 24001'03" West 14.51 feet; Thence North 02046'33" West 14.76 feet; Thence North 04036'18" East 8.91 feet; Thence North 05019'43" 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 90000'00" 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; Stantec Thence North 7205548" West 32.72 feet; Thence North 76040'52" West 32.72 feet; Thence North 80025'47" West 15.59 feet; Thence North 03004'25" 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°1049" West 21.57 feet; Thence North 82°24'49" West 17.09 feet; Thence North 65029'49" West 7.65 feet; Thence North 15°16'43" West 21.14 feet; Thence North 07°50'51" West 21.58 feet; Thence North 06051'54" West 18.57 feet; Thence North 21°11'07" West 24.46 feet; Thence North 35°08'55" West 24.31 feet; Thence North 38007'32" 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°1657" 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 55023'22" East 109.78 feet; Thence North 8502029" East 171.74 feet; Thence North 05°55'46" West 112.19 feet; Thence North 05055'49" West 117.14 feet; Thence North 6700712" 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 07056'29" East 63.99 feet; 10 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 02003'36" 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 81038'00" 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 76023'14" East 6.08 feet; Thence North 84041'51" 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 86018'45" 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; 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 57019'18" East 92.06 feet; Thence South 04024'10" West 4.07 feet; Thence South 05°02'37" West 16.97 feet; Thence South 78041'03" East 51.12 feet; Thence South 57°19'18" East 11.61 feet; Thence North 66°30'37" East 156.45 feet; Thence North 43005'32" 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 49045'33" East 74.82 feet; Thence South 72021'05" East 101.43 feet; Thence South 84033'23" East 92.67 feet; Thence North 75018'59" East 79.36 feet; Thence North 59055'10" East 112.95 feet; Thence South 01'42'47" East 267.60 feet; Thence South 05°53'55" East 161.67 feet; Thence South 40039'18" 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 19015'20" West 160.79 feet; Thence North 16°35'28" West 249.99 feet; Thence South 67025'28" East 132.51 feet; Thence North 70039'09" East 127.70 feet; Thence South 00°31'14" East 102.21 feet to a point on the North line of Section 27, 12 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 88150'43" 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 88051'14" 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 89000'45" East. Certificate of authorization #LB -7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: C* Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional's seal. Ref. 21-1-224 13 0 �: ti 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 28044'01" East 160.01 feet; Thence North 39°04'47" East 161.72 feet; Thence North 51 012'12" 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 63009'55" 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 76055'22" East 22.01 feet; Thence South 77°44'21" East 14.20 feet; Thence South 80°25'31" East 32.77 feet; Thence South 84010'52" East 32.72 feet; Thence South 87055'54" East 32.72 feet; Thence North 88°19'10" East 32.72 feet; 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 74008'33" 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 60050'00" East 11.15 feet; Thence North 58°19'11" East 32.72 feet; Thence North 54034'10" East 32.72 feet; Thence North 50049'10" East 32.72 feet; Thence North 47°04'11" East 32.72 feet; Thence North 44045'08" 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 50049'05" East 32.72 feet; Thence North 47°16'10" East 29.25 feet; Thence North 45035'21" East 14.07 feet; Thence North 45023'51" East 3.47 feet; Thence North 43°19'11" East 32.72 feet; Thence North 39034'13" East 32.72 feet; Thence North 36005'30" 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 31006'46" 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 39010'52" East 32.72 feet; Thence South 42°48'16" East 30.48 feet; Thence South 44°32'55" East 110.53 feet; Thence South 44039'57" East 2.24 feet; Thence South 46°40'53" East 32.72 feet; Thence South 50025'48" East 32.72 feet; Thence South 52059'56" East 12.05 feet; Thence South 53°41'11" East 84.51 feet; Thence South 54°52'11" East 20.68 feet; Thence South 57055'49" 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; Stantec Thence South 57024'39" East 23.69 feet; Thence South 5804615" East 56.97 feet; Thence South 59017'05" East 9.03 feet; Thence South 61040'59" East 32.72 feet; Thence South 65025'44" East 32.72 feet; Thence South 69010'50" East 32.72 feet; Thence South 72055'55" East 32.72 feet; Thence South 74058'35" East 3.16 feet; Thence South 75010'04" East 121.80 feet; Thence South 7605148" East 29.56 feet; Thence South 80°25'44" East 32.72 feet; Thence South 84010'55" East 32.72 feet; Thence South 87055'51" East 32.72 feet; Thence North 8801910" East 32.72 feet; Thence North 84034'14" East 32.72 feet; Thence North 81053'48" East 13.86 feet; Thence North 81006'24" East 99.28 feet; Thence South 81029'37" East 14.13 feet; Thence South 84010'55" East 32.72 feet; Thence South 87055'51" East 32.72 feet; Thence North 88019'10" East 32.72 feet; Thence North 84034'14" East 29.06 feet to a point on the East line of aforementioned Section 33; Thence along said East line, South 00027'07" 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 89100'45" East. Certificate of authorization #LB -7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: C* I Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional's seal. Ref. 21-1-224 Attachment "B" PEPPER RANCH PRESERVE CONSERVATION BANK ENDOWMENT FUND TRUST HABITAT MANAGEMENT PLAN THIS PAGE INTENTIONALLY LEFT BLANK Pepper Ranch Preserve Conservation Bank Habitat Management Plan 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 F 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 EO 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 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 1.0 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 0 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. 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 PA 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 audubonh) 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 N 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 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 V� ( 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. Henn iga-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 C1 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. 9 7 ba Table 2. Pre -Existing Field -Verified Land Use/Land Cover IVbdified/Enhanced FLUCFCS Designations Within the Proposed Pepper Ranch Preserve Conservation Bank FLUCFCS FLUCFCS Percent Caegory Code FLUCFCS Description Area (acres) Cover (0/6) Z Z o m 180 Campground 11.86 0.8% o � m J o 211 Improved pasture 549.67 36.2% N � Q 0 3109 Upland prairie, disturbed 3.73 0.2% z o g 310E1 Upland prairie, exotics 5-24% 35.11 2.3% 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% (n 4119E4 Pine flatwoods, exotics 75-100% 3.69 0.2% w w 422 Brazilian pepper, non -hydric 0.40 0.0% u - Z Oak, exotics 5-24% 1.57 0.1% 427E1 g 428E1 Cabbage palm, exotics 5-24% 1.14 0.1% Q_ 428E3 Cabbage palm, exotics 50-74% 3.29 ° 0.2/0 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% Table 2. Pre -Existing Field -Verified Land Use/Land Cover Modified/Enhanced FLUCFCS Designations Within the Proposed Pepper Ranch Preserve Conservation Bank, continued FLUCFCS Category FLUCFCS Code FLUCFCS Description Area (acres) Percent Cover (0/6) o w 512 �- Ditches - .. ,...., ... W24.92 1.6% o 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% to 0 631 Shrub wetland 4.38 0.3% Z 5 6319E1 Shrub wetland, disturbed, exotics 5-24% 4.72 0.3% 3 6319E2 Shrub wetland, disturbed, exotics 25-49% 0.09 0.0% 0 0 631E1 Shrub wetland, exotics 5-24% 1.35 0.1% 0 m 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% 641 E2 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% of 0 Q 742 Borrow pond 0.78 0.1% mg a 743 Spoil 1.24 0.1% 0 743E4 Spoil, exotics 75-100% 8.16 0.5% Z 8145 Shell road, graded and drained 14.31 0.9% p O .6 J 0 S 8146 Primitive trail 1.51 0.1% TOTAL 1,516.84 100.0% 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 61515.0%); Upland prairie (FLUCFCS Series 310— 2.8%); and Wetland forested mixed (FLUCFCS Series 6301.7%). 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 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 Elliotth), 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), (oxtail 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 1 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 C� 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 Swami) (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 (Rhexis 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 baken), 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 ciliarls), 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 N Preserve the latter is most often observed, with red maple (Acer rubrum) as the l 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 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 Common Name Scientific Name Protection Status USFWS FWC Amphibians gopher frog Rana capito - SSC Avifauna Audubon's crested caracara Polyboms plancus audubonii T FT bald eagle Hallaeetus leucocephalus ' Southeastern American kestrel Falco sparverius paulus - T Everglade snail kite Rostrhamus sociabilis plumbeus E FE Florida grasshopper sparrow Ammodramus savannerum flo idanum E FE Florida sandhill crane Grus canadensis pratensis - T Florida scrub -jay Aphelocoma coerulescens T FT Florida burrowing owl Athena cunicularia floridana - ssc limpkin Aramus guarauna - sSc little blue heron Egretta caerulea - SSC roseate spoonbill Ajaia alaja - SSC snowy egret Egretta Chula - 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 flondanus - '* Florida bonneted bat Eumops f/oridanus E FE Florida mouse Podomys flondanus - SSC Florida panther Puma conco/or coryi E FE Reptiles Eastern indigo snake Drymarchon corals couperiT FT Florida pine snake Pituophis melanoleucus mugitus - SSC gopher tortoise Gophems Polyphemus - T Legend: Feld verified suitable habitat for all species was observed wlthin 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 Crunnission 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 Mhnagemenl Ran Source: llSFWS, FWC 14 0 Table 4. Listed Floral Species Observed Within Pepper Ranch Preserve Common Name Scientific Name Status Cardinal airplant Tillandsia fasciculata var. densispica E Giant airplant Tillandsia utriculata E Meadow jointvetch Aeschynomenepratensis E Catesby's Lily Lilium catesbaei T Everglades palm Acoelorraphe wrightii T Leatherleaf airplant Tillandsia variabilis T Long strap fern Campyloneurum phy/litidis T Needleroot airplant orchid Hanisella porrecta T Northern needleleaf Tillandsia balbisiana T Simpson's stopper Myrcianthes fragrans T Twisted airplant Tillandsia flexuosa T Florida butterfly orchid Encycha tampensts CE Royal fem Osmunda regalis var. spectabAis 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 Corrrrercially Exploited (as designated by FDACS) SF1: Critically imperiled in South Florida (as designated by IRC) 'tdot listed by the FDACS how ever 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 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 Benning 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 0 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 1 Table 5. Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank USFWS Habitat Type FLUCFCS Code FLUCFCS Description Area (acres) USFWS Assigned PHU Value PHU's 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 MarstdWet 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- 24% 68.73 3 206.19 Barren/Disturbed Lands 6169E1 Pond apple, laurel oak, cabbage palm, disturbed, exofics 5-24% 0.83 3 2.49 6319E1 Shrub wetland, disturbed, exotics 5-24% 4.72 3 14.17 6419E1 Freshwater marsh, disturbed, exofics 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- 49% 8,86 3 26.57 6319E2 Shrub wetland, disturbed, exofics 25-19% 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 IN G.V Table 5. Panther Habitat Unit Calculations for the Proposed Pepper Ranch Preserve Conservation Bank, continued 19 IJ 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 praide with 14.5% exotic plant coverage 310E1 Upland prairie, exotics 5-24% 35.11 6.3/3 204.42 Dry prairie vdthg 310E2 Upland prairie, exotics 25-49% 4.01 6.3/3 20.36 exotic plant coverage Hardwood Forestwith 14.5% exotic plant 427E1 Oaks, exotics 5-24% 1.57 9/3 12.73 coverage Hardwood Swamp with 14.5%exo0c plant 630E1 Welland 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 641E2 Freshwater marsh, exotics 2649% 17.26 4.7/3 70.27 coverage MarshfWet Prairie with 62% exotic plant 641E3 Freshwater marsh, exotics 50-74% 1.27 4.7/3 4.62 coverage TOTAL 1,516.84 8,669.0 19 IJ 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 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.Colliergeneral 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 Average cost per five years Staff time ($16,300/year) Boundary fencing ($5,000/year) Prescribed fire prep ($18,600/year) Exotic plant maintenance ($25,000/year) Clerk's fee ($7,600/year) Staff time — Plant and Wildlife Monitoring ($6,000/year) Wildlife surveys equipment ($300/year) $81,500 $25,000 $93,000 $125,000 $38,000 $30,000 $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 (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 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. �Y11Z�]�iZrYl 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 @0 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 Cq 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 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 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, M @0 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 cq 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 vo 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 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 Month""'I Week&a Vslfors`' October Frites 6 October Saturda s 2 October Sundays 0 October Total 8 NovemberFrida s 3 November Saturda s 27 November JSundays 15 November Total 45 December Frida s 6 December Saturda s 29 December ISundas 17 December Total 52 January Frida s 9 January Saturdays 15 January ISundays 1 7 January Total 1 31 Februa Frida s1 25 �February ISaturdays 36 February ISundays 1 34 February Total 95 Month 'Weekday Visitors March Friday 52 March Saturdav 74 March Sunday 55 March Total 181 April lFriday 26 April Saturda 50 April ISunday 33 April Total 109 May Friday 20 May Saturday_ _ 46 Mav Sunday 24 May Total 90 June Friday 5 June Saturday_ 19 June Sunday 26 June Total 1 50 2013 - 2014 Total 32 661 Uy� 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 S • 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 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. i 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 CPQ 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. IRM 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_S FESO%20to%2000 E_Panther_Key. pdf 37 CA a 77 - CORKSCREW REGIONAL i. ECOSYSTEM WATERSHED CARACARA PEPPER LAKETRAFFORD PRAIRIE RANCH IMPOUNDMENT PRESERVE PRESERVE CORKSCR PREGIONAL •T ECOSYSTEM.WATERSHED s CORKSCREW 1 SWAMP SANCTUARY r"M4ma -a i I _ I SCHEDA ECOLOGICAL ASSOCIATES www.scheda corn �m .n •�rpew'n r PR" -or. x;:9.a a4'9fosm! urev'r a°e r'e.o'a:m'n.ro Legend QPepper Ranch Preserve Property Boundary Q Collier County — Major Roads Figure 3 - Project Location Map Pepper Ranch Panther Conservation Bank Prospectus Collier County, Florida Mles 0 2 3 Data rc Soue. -Collier Conservation Program Imagery Source. -201011icrawfl N Coordinit983 System: j NAD 1Florida '•,^\\\\ S1a1e Plane Fasr �o U M,, 4N n w z+- 3 n a N a E in v m E � LI L U C N N d 2 N c � o m U r m v a � D _ N Q N O U Q UQ 0 o a - o v a > E c `v' N N G d O - m p o 0 0_ n' �Qm vco T v o o � � o v UaU 0 0.5 1 Miles I I I Figure 6 - Soils Map " Data Source: Parcels and 2007 Aerials - Collier County WL Property Appraiser � Created By: MH \ Conservation CollierC,O �iOLlnt�' S G:\Conservation Collier\ maps\ Accluired_Properties\Pepper_ Ranch_huntmap.mxd and .jpg Date: 3.16.10 b J Figure 7 - Pepper Ranch Preserve Land Use /Land Cover Map Pepper Ranch Preserve - Proposed Conservation Bank FLUCFCS 180, Recreational 211, Improved pasture 3109, Dry prairie, disturbed 310E1, Dry prairie, disturbed, exotics 5-24% 310E2, Dry prairie, disturbed, exotics 25-49% 3209, Upland shrub, disturbed 411, Pine flatwoods 4119, Pine flatwoods, disturbed 4119E1, Pine flatwoods, disturbed, exotics 5-24% 4119E2, Pine flatwoods, disturbed, exotics 25-49% 4119E4, Pine flatwoods, disturbed, exotics 75-100% 422, Brazilian pepper 427E1, Oak, exotics 5-24% 428E1, Cabbage palm, exotics 5-24% 428E3, Cabbage palm, exotics 50-74% 434, Oak, slash pine, cabbage palm 4349, Oak, slash pine, cabbage palm, disturbed 4349Ei, Oak, slash pine, cabbage palm, disturbed, exotics 5-24% 4349E2, Oak, slash pine, cabbage palm, disturbed, exotics 25-49% 437, Australian pine 512, Ditches 512E4, Ditches, exotics 75-100% 6151, Red maple swamp 6152, Pop ash swamp 6162, Pond apple depression 6169E1, Pond apple, laurel oak, cabbage palm, disturbed, exotics 5-24% 6189, Willow/shrub wetland, disturbed 6192, Brazilian pepper, hydric 621, Cypress Co er, Corenty N W+e S 630, Wetland forested mix 641 E2, Freshwater marsh, exotics 25-49% 630E1, Wetland forested mix, exotics, 5-24% 641 E3, Freshwater marsh, exotics 50-74% 631, Shrub wetland 643, Wet prairie 6319E1, Shrub wetland, disturbed, exotics 5-24% 6439E2, Wet prairie, disturbed, exotics 25-49% 6319E2, Shrub wetland, disturbed, exotics 25.49% 700, Cattle dipping vat remediation area 631EI, Shrub wetland, exotics 5-24% 742, Borrow pond 641, Freshwater marsh 743, Spoil 6419, Freshwater marsh, disturbed 743E4, Spoil, exotics 75-100% 6419E1, Freshwater marsh, disturbed, exotics 5-24% 8145, Shell road, graded and drained 6419E2, Freshwater marsh, disturbed, exotics 25-49% 8146, Primitive trail 6419173, Freshwater marsh, disturbed, exotics 50-74% 641E1, Freshwater marsh, exotics 5-24% Data Source: Parcels and Roads - Collier County Property Appraiser Created By: MH l Conservation Collier 0 0.5 1 Miles G:\Conservation Collier \ maps\ Acquired_ PropermsWepper_Ranch\OGM-celtlelease-mttlevaLmxd b, Date: 1/27/14 I I J Map is approximate and should not be used for decisions. C 0 U L a� ^L LL U C (6 ry L Q 0- a) a) n Lq d LL G� Q L O W d N M W C) 7 L d S L) i Lm lZ lZ 11 ( Col r W L LL V � N N LO I M N �.N r n c U 6 d L U1 W > m a a Z M O So m C J t L N L m N c • A Z v E E LL m c N LO LL ~vaOimo M Q v E m 3 c E o EEW n N�mm I- j EE m Li Y E T mLmE o Q c OF `mI-.__ � B J 3 —_---__—_-- m Cl) Lq as sNvo aaoaavai � Eli 0 c d L m a a Z Y m J t L c Ol w A Z v E E m c v v a v E o v v B m m u E o c � B v 3 w Q v m O m m O w w m w Z Z Q va s c O c m rn O v vc m Q E'3 N m m v O o m a 3 �- U m Q m m c _ ❑ K r t -i "a! _ Q w 0 a is m li m (a m B.J. a aa�'i e. m o 'a 03 Uaci 0 m v K m m v O ( v �o o v m` m �m cE ov 3 3 v am my a 22 it m a co m CN a a JM ❑ LL w H� d V1 (Lw F-t�o U ❑ JN U U� 1: LLd Eli 0 Appendix 1 r 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 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 N 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 Speciess Average WeightEquivalent (pounds) Animal Unit (AUE) ----ForageConsumed(pounds)---- 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 Soo 0.80 20.8 632 7,592 Deer, white-tailed, mature 150 0.15 3.9 118 1,423 N 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. 6. Livestock Forage Balance 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. EO Livestock -Forage Balance 900 aoo goo N 600 g $ 500 C O 400 c E 300 dr' 200 100 0 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. EO 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 (MRCS) office to ensure the plan meets the goals and objectives of the property and those of the livestock owner. E) 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. 0ob v Cooperator: Conservation Colyer- Peooer Ranch Technician: Poole Date: May -15 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. 0 RANGELAND PASTURE AND CROPLAND AVAILABLE FORAGE Field Name or Number and Kind of Fora a EcologicalFC..,dltion Community orE,G, Ran a Slte Acres Ac. Suggested Stocking Rate AcrelAU Growing Period months Fertility Level (Ibs.N) Ac. Acres Suggested Stocking Rale AUM/Ac. Animal Unit Month AUM Animal Unit 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 2S. FI. Flatwoods SFE G. T3 25 3.5 0:3 3 -Bahia Mar. -Oct. 1 168.3 4.0 673.2 56.1 3 -Freshwater Marsh FWM G 18.8 12 18.8 1.6 &S. FI. Flatwoods SFE G 14.5 25 7.0 0.6 4 -Bahia Mar. -Oct. 16.5 L0 66.0 5.5 4 -Freshwater Marsh FWM G 35.1 12 35.1 2.9 4S. FI. Flatwoods SFE G 27.8 25 13.3 Lt 4 -Wet. Hard. Hammo< WHH G 53.3 100 6.4 0.5 5S. FI. Flatwoods SFE G 90.2 25 43.3 3.6 5 -Freshwater Marsh FWM G 61.6 12 616 5.1 6 -Bahia Mar: OCL 173 .4 4A 693.6 57.8 6 -Freshwater Marsh FWM F -G 88.4125 88A 7A 6-S. FI. Flatwoods SFE G 165 79.2 6.6 7 -Bahia Mar.Oct. 132.9 4.0 531.6 44.3 7-FreshwaterMarsh FWM G 268.8 268.8 22A 7-S. Fl. Flatwoods SFE G 328.9 1579 13.2 7 -Wet. Hard. Hamm WHH G 399.3 47.9 4.0 8 -Freshwater Marsh FWM G 60 12 60.0 5.0 BS. FI. Flatwoods SFF G 1 43.125 20.7 1.7 8 -Wet. Hard. Hamm WHH G 98.8 100 119 1.0 TOTALMIn Ilill-l-flHill- _ 1683 - Bt Forage production will airy between years depending on precipitation and temperatures. 707 3771.3 314.3 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. 0 7. Livestock Forage Inventory Map: Forage Inventory Map Field Office: NAPLES FIELD OFFICE Agency: USDAMRCS �, 9 .. , 225.6 ac. IAK � A Legend Ij PR_survey fence i Pasture South Florida Flatwoods Wetland Hardwood Hammock rzJD ° 1a00 3000 5•400 7,200 leer J6_ Freshwater Marsh 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: (Technician: Date: Conservation Collier- Pepper Ranch Type of livestock (cow -calf, dairy, stocker, etc.) : Poole Beef Cow -Calf Animal units on hand: 170 Estimated No, of game animals: Planned animal units this year. Field or Pasture No.(s) Kind of Forage 6- Pasture/ Range 7- Pasture/ Range Supplemental Feed Needed: (Indicate Type and month) Type* Hay--. Protein X Other 0 0 J Field6 ��• - Field I' 426.8 x. lie Id 1,129.9 ac. \\ _. '....+� PePPerFWnch Vizii @ nter Field 8 225.6 x. II� tR` *tom - 77 1 J 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. Grazin Ht. Bahia grass 6" 2" Bluestems 12" g" Lopsided Indian grass 12" g" Maidencane FWM 12" 6-8" Chak 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: UW7 Resting Periods Based on Forage Growth Rate Forage Type Forage Growth Rate Flatwoods 30-90 days during the growing season (Marl-Octl) Fast Moderate (Junel-Sept 1) (Mar 1 -June 1 Set 1—Nov 1 Dormant (Nov 1- Mar 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. V) 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. a Appendix'"7 F 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.sreenbook.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 [nicosulfm'on] 3. Arsenal [imazapyr] (Only 1 application on a specific site per year) 4. Assure H [quizalofop p -ethyl] 5. Banvel [dicamba] 6. Basagran [bentazon] 7. Beacon [primisulfaron-methyl] 8. Blazer, Ultra Blazer [acifluorfen] 9. Callisto [mesotrione] 10. Clarity [dicamba] 11. Classic [chlorimnron ethyl] 12. Command, Command 3M, Command 3ME [clomazone] 13. Dual, Dual 8E, Dual Magnum, Dual H Magnum [metolachlor] 14. Escort [metsulfiuou-methyl] 15. Exceed [priurisulfiu'on-methyl] 16. First Rate [cloransrrlam-methyl] 17. Frontier [dimethenamid] 18. Frontrow [cloransulam-methyl] 19. Fusilade DX, Fusilade H [fivazifop-p-butyl] 20. Gar'lon 3A [h'iclopyr, amine salt] 21. Garlon 4 [triclopyr, butoxyethyl ester] (only on basal spray, back- and- squirt, or cul stump applications; not cleared to use as foliage spray) SFESO 2/05/08 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 [thifensulfiuon-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 OF [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 (coater softener, pH buffer, contains ammonia to enhance herbicide uptake) Insecticides: 1. Amdro, Amdro Pro [hydramethylaon] for fire ants 2. Bti — Dipel l OG, Dipel ES, Vectobac CG, Vectobac 12AS, Vectobac G, etc. 3. Tracer [spinosad] 4. Bt Com (As directed in the new GMO guidance document that will be finalized 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 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. b9 Appendix 3 9 Cattle Lease Lease# CC — 102 110 LEASE AGREEMENT ^�j THIS LEASE AGREEMENT entered into this day of / " a— 2014, between LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership, byip, by its 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, hereinaRer 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. 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 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 laud 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 Denused 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 110 the additions, improvements, alterations, fixtures and installations which were placed in,on, or upon the Demised Premises by LESSEE, and repair any damageoccasioned 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 sante 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 & 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. hr 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. ARTICLE 10. Insurance 110 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 It. 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 WU 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. Defa�SEE 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. IN (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 withhr 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 perforin 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: Board of County Commissioners c/o Real Property Management 3335 Tamiami Trail East, Suite 101 Naples, Florida 34112 cc: Office of the County Attorney 3299 Tamiami Trail East, Suite 800 Naples, Florida 34112 Conservation Collier Coordinator North Collier Regional Park 15000 Livingston Rd. Naples, Florida 34109 ARTICLE 15. Surrender of Premises LESSEE: Mr. Thomas Taylor, General Partner Lake Trafford Ranch, LLLP 719 Hickory Rd. Naples, Florida 34108 Mr. Christopher Allen, General Partner Lake Trafford Ranch, LLLP 555 Hickory Road Naples, Florida 34108 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 UJI 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 planted 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 nit nt Cow, d .92Cow n600 with calf .00Bull, mature .35Cattle, 1 ear old .60 Cattle, 2 year old 800 I 0.00 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. (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 leaseliold 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. IN WITNESS WHEREOF, the parties hereto have hereunder set forth their hands and seals. AS TO THE LESSOR: DATED: 5 ° 5� ATTEST; DWIGHT -E:-BROCK, Clerlc' ' eputyClerk signateQ I AS TO LESSEE: 17mcub WITNESSES: l (S' nature] t l,t r T. o Q(a J (Print Name) z ignahire) (Print Name) / ° (Signator fi.c K/M I I a( G Name) Approved as to form and legality: \\ ``I/ le�r A. Belpedio Assistant County Attomey BOARD OF COUNTY COMMISSIONERS COLLIER CO TY, FL DA B Tom Henning, AIRMA LAKE TRAFFORD RANCH,LLLP, a Florida limited liability limited partnership BY: THOMAS M. TAYLOR, as General Partner LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: (! CHRISTOPHER L. L N, as General Partner 11D Exhibit "A" (Legal Description of Demised Property) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half (E%) of the East Half (E%) 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%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 Tae Identification Number: 00053000002 All of Section 28, Township 46 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less. BED 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%4) of the Southwest Quarter (SWI/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 dO AND Property Tax Identification Number: 00052680009 Ila ` The Southeast Quarter (SEY4) 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 (EV,) of the East Half (E'/2) of the Southwest Quarter (SWY4) 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 (SEY4) 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 00031'14" E, for a distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres., more or less. END Legal Description 11 U Appendix 4 G) Pepper Ranch Preserve Land Management Plan Pepper Ranch Preserve Land Management Plan (5 Yr. Revision) Managed by: Conservation Collier Program coN ATION LLIER Collier County, Florida May 2011— May 2021 (10 -yr plan) . Prepared by: Johnson Engineering & Conservation Collier Staff; Collier County Parks and Recreation Division G:\Couecva�ion CollieNzd Managemem\PeppediancMreameUad Manogcment PUw\FinalMawgemeNPlan\PRP_5 ymmvi ion.doc Pepper Ranch Preserve Conservation Collier Progranv. 1 U Pepper Ranch Preserve Land Management Plan Land Management PIan 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. Original Acreage Breakdown: Natural Community Improved pasture Acreage 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 Wet prairie, disturbed 9.49 7,99 Bottomland forest, disturbed 6.27 Conservation Collier Program 2 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 ArchaeologicaUMstorical: 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 hnmokalee 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 U 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 N 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 CollierPrograni M Pepper Ranch Preserve Land Management Plan 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 Minced 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 AdjacentLand 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 CollierProgrann 6 Pepper Ranch Preserve Land Management Plan 4.0 Future Use of the Pepper Ranch Preserve including Management Issues, Goalsand Objectives.................................................................................................54 Acquisition History and Status of Pepper Ranch Preserve..................................9 4.1 Management Plan Framework.......................................................................54 Public Lands Located near the Pepper Ranch Preserve.......................................13 4.1.1 Preserve Manager: Contact Information............................................54 Extent of Florida Land Use, Cover and Forms Classification System 4.2 Planned Uses and Assessment of their Impacts.............................................54 Designations from 2009 on the Pepper Ranch Preserve......................................20 4.2.1 Identification of Public Uses Consistent with Preservation, Summary of Natural Communities on the Pepper Ranch Preserve.....................23 Enhancement, Restoration, Conservation and Maintenance of Faunal Species Observed at Pepper Ranch Preserve...........................................34 the Resources.....................................................................................54 Breeding Bird Species Recorded in the Corkscrew and Immokalee 4.3 Desired Future Conditions.............................................................................56 Quadrangles Encompassing the Pepper Ranch Preserve ..................................... 4.4 Goals for the 10 -year period 2010-2020........................................................57 Listed Plant Species Detected at the Pepper Ranch Preserve..............................38 4.5 Establish an Operational Plan for the Pepper Ranch Preserve ......................82 Non -Indigenous and Invasive Plant Species at Pepper Ranch Preserve..............44 4.5.1 Maintenance.......................................................................................82 Major Accomplishments during previous years..................................................53 4.5.2 Estimated Annual Costs and Funding Sources..................................83 Invasive, Exotic Plant Species Control Plan for the Pepper Ranch Preserve 4.5.3 Potential for Contracting Restoration and Management FLEPPC Category I species.................................................................................60 Activities by Private Vendors............................................................87 Panther Habitat Unit Calculations excluding SSA 7 — Pre -Restoration .............. 5.0 Literature Cited..........................................................................................................88 Table 12 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 Programa U3 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 ConservationCollier.........................................................................................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 RanchPreserve..................................................................................................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 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 �lOConservation Collier Program 'J 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.coml. Initial acquisition activities are summarized in Table 1. Year 2006 Table 1: Acquisition History and Status of Pepper Ranch PreserN e Benchmark 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 1 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% (f1422.86 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 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 9 Pepper Ranch Preserve Land Management Plan 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 dJ Location Map DIRECTIONS 1. From Interstate TS, lake eat lli{Immkkeke Road) a. east for 29.9 maks. 2. Tum left at W. Mein Slmel. Folbw W Main 6lmel v �.nwnv kr 1.0 miles. ail S. Tum lea a( Uke Treaord Road Fallow Lake TraReN Read for U maks. A. -Wako n r M \Y\ E l J ® I W411IMMUs pxW W\'ar1Y.�. ��'a wM MIM.uwe.ie.' 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 dJ Pepper Ranch Preserve Land Manageniew 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 Caracam Prslde Preserve -388 ac Pepper Ranch Preserve-2,512ac 0 ED FFO RD CR818 A }y oe wens'.. ReORoat Preserve-9ac aY i Panther WalkPreserve-9.5 ae Ra l h ead Sc ru It Preserve -170 at Red Ma p e Swemp Pre serve -280 no \ Lee Count v, WlnchesterHead-80 ac Wal Woods CO a County .Y Preserve -28 ac OLWELLRD IMI KALE RD Camp Neale Strand Protect -27 no Cacohatchee Alligator Flag • . Creek Preserve- Preserve -20 ac 4 ac Rivecs Roatl Preserve- 78 ac rc Logan Woods Preserve -6 ac Freedom Park -12.5 ac • a I r/ Nancy Payton Preserve -75 to D INI RS7A E Gordon River VIs LV a Greenway Preserve -41 ac m r _ •.4 � q u ea a1 i• �+d'rps a ;„1 ��r• Shell lslantl Preserve -80 ac �, r S -L* MclNana Marsh Project -300 ac Art�9y ;. a r ^s Otter Mount Preserve3P 0 2 4Mlles 'CON ATION Eegfltl I I TION Acqulfed Ora 9ouosP.@a -colla coon, Ropal,ApPraa State and Federal Conservation Land r..retley.Corsay.am coos cs RCT..... MtI anon/ConservaBon Easeme s Q1Canamam CtlautaeR\ArSaied popMYr\ - Avarrtl_My_Jry_2117_2aad a,d.pe T �..OHHfy Conservation Collier Program 12 9 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. CREW 0.00 W State Caracara Prairie Preserve 1.23 W Conservation Collier Corkscrew Swamp Sanctuary 2.03 SW National Audubon Society Red Root Preserve 5.26 S/SW Conservation Collier Imperial Marsh Preserve 5.63 Lee County Conservation SE 20/20 Figure 3: Preserves and Protected Lands in the Vicinity of Pepper Ranch Preserve Conservation Collier Program 13 E 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). ZLI 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 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 Pepper Ranch Preserve Land Management Plan 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). E) Conservation Collier Program 16 Ceneral View of Pepper Ranch ti����� e r + ,\M1 It �' �Il /�1':�\i',i�\•`1��`�1\i�� w r, 1.I'M.��l�ti�c,«;���q���,;c►; r ,�.•.+ _ '�•}{�� H, �, II 1� M� I% °.. —pkm III b Fu a li �M 1 tv is I a e000 LEGEND do mnc 9C.LLEIN rFET b1NFWICw�im - -- Pepper Ren41 �gmlw f �d vY Slate SM Foeml u Cpneervellan Lana 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). E) Conservation Collier Program 16 Pepper Ranch Preserve Land Management Plan 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, frreflag, 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 M 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 9 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 Surfrcial 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 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 Description wetlandCode Status Acreage ® • , Improved pasture ©�_ Upland prairie, disturbed ®.d o ©® ® ©� Conservation Collier Program 20 Pepper Ranch Preserve Land Management Plan 3209 Upland shrub, disturbed N 3.53 411 Pine flatwoods N 149.95 4119 Pine flatwoods, disturbed N 40.80 4119EI Pine flatwoods, disturbed, exotics 5-24% N 1.44 4119132 Pine flatwoods, disturbed, exotics 25-49% N 27.45 411984 Pine flatwoods, exotics 75400°/ N 3.69 422 Brazilian pepper, non -hydric N 1,15 427/428 Oak/Cabbage palm N 1122 427EI Oak, exudes 5-24o N 1.57 428E I Cabbage palm, exotics 5-24% N 3.82 428133 Cabbage palm, exotics 50-74% N 4.31 434 Oak, slash pine, cabbage palm N 270.92 4349 Oak, slash pine, cabbage pahn, disturbed N 1.99 4349BI Oak, slash pine, cabbage palm, disturbed, exotics 5-24/0 N 149.74 4349112 Oak, slash pine, cabbage palm, disturbed, exotics 25-49% N 8.86 434B Oak, slash pine, cabbage palm, burned N 34.65 437 Australian pine N 1.15 743 Spoil N 1.24 743E4 Spoil, exotics 75-100% N 9.49 8145 Shell road, graded and drained N 20.63 8146 Primitive trail N 4.90 512 Ditches OSW 34.49 512E4 Ditches, exotics 75-100% OSW 0.66 742. Borrow pond OSW 1.43 211jL.A Improved pasture, hydric W 47.70 Table 3: Extent of Florida i and Forms Designations rm 2009 on '•rr• t code FLUCFCS Code Code Code 6151Red maple swamp 76.56 6152 Pop ash swamp 15.05 6162 Pond apple depression 091 6169EI Pond apple, laurel oak, cabbage palm, disturbed, exotics 5-24% 0.83 MW 6189 Willow/shrub wetland, disturbed 5.44 6192 Brazilian pepper, hydric 4.26 Conservation Collier Prograin 21 Ova Pepper Ranch Preserve Land Management Plan 621 Cypress W 8241 624 Cypress, pine, cabbage palm W 2.51 624E1 Cypress, pine, cabbagepalm, exotics 5-24% W 41.15 630 Wetland forested mix W 145.46 630E1 Wetland Forested mix, exotica 5-24% W 3.85 631 Shrub Welland W 243.38 6319111 .Shrub wetland, disturbed, exotics 5-24^% W 12.26 6319E2 Shrub wetland, disturbed, exotics 25-49% W 0.56 631111 shrub wetland, exotics 5-24% W 1.35 641 Freshwater marsh W 42.60 6419 Freshwater marsh, disturbed W 44.83 6419EI Freshwater marsh, disturbed, exotics 5-24% W 70.99 6419132 Freshwater marsh, disturbed, exotics 25-49% W 26.19 6419E3 Freshwater marsh, disturbed, exotics 50-74% W 5.92 641131 Freshwater marsh, exotics 5-24% W 135.72 641E2 Freshwater marsh, exotics 25-49% W 2637 641133 Freshwater marsh, exotics 50-74% W 1.27 643 Wet prairie W 5.21 6439E2 Wet prairie, disturbed, exotics 25-49% W 7.50 643EI 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 0 0 Si In Ir I 0 Pepper Ranch Preserve LandManagement 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 FNAI Natural Community Type Bottomland forest of Global Rank G4 Natural State Rank S3 Communities Percent (oNei' 9.87% pp. Comments Also called bottomland hardwoods and mesic hammock Depression marsh G4 S4 14.0900/ Also called isolated wetland and a hemend and D .rairie G2 S2 1.94% Also called palmetto prairie Mesic flatwoods G4 S4 8.97% Also called pine flatwoods Prairie Hammock G3 S3 0.83% Also called palm/oak hammock and hydric hammock Ston h 03 S3 10.25% Strand swam G4 S4 3.28% - Also called cypress strand Uland mixed for G4 S4 18.56% Also called upland hardwood and mesic hammock Wet flatwoods G4 S4 1.740/6 Also called hydric flatwoods I Wet prairie I G3 S2 0.53% 1 Also called savannah and coastal prairie ru,0e7o or 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 0 9 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 southwestem 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, mesio hammocks, prairie hammocks, xeric hammocks, hydric hammocks (FNAI 1990) and mesio temperate hammocks (USFWS 1999). This plant community at Pepper Ranch Preserve is characterized by live oaks (Quercus virginiana) and laurel oaks (Quercus laurifolia) (both hardwood species), south Florida slash pine (Pinus elliottii var. densa), cabbage palms (Sabal palmetto), and some cypress Upland Mixed Forest Community within Pepper Ranch Preserve (Taxoditan spp.) and strangler Photo by Johnson Engineering, Inc. figs (Ficus aurea), that together generally form a closed canopy. The midcanopy includes myrsine (Myrsine garainensis), dahoon holly (Ilex cassine) and wax myrtle (Myrica cerifera). The plant species found in the understory are mainly native species including blue maindencane (Amphicarpunt muhlenbergianum), £oxtail grass (Setaria sp.), carpet grasses (Axonopers spp.), slender goldenrod (Eathamia caroliniana), musky mint (Hyptis alata), chocolate weed (Melochia corchorifolia), swamp fem (Blechman serralatuna), 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 (Eupatoritan 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 ON Pepper Ranch Preserve Land ManagententPlan 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 t0 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 (Paniamr hemitomon), Southeastern sunflower (Helianthus agrestis), blue maidencane, American cupscale (Sacciolepis striata), pickerelweed (Pontederia corclata), alligator flag (Thalia geniculata), swamp fem , sawgrass (Cladium jamaicense), narrowfruit horned beaksedge (Rhyncospera irnmdata), southern beaksedge (Rhyncospora nticrocarpa), pale meadowbeauty (Rhexia n:ariana), bulltongue arrowhead (Sagittaria lancifolia), musky mint, Virginia buttonweed (Diodea virginiana), common buttonbush (Cephalanthas occidentalis), lemon bacopa (Baeopa caroliniana), spikerushes (Eleocharis spp.), American white waterlily (Nymphaea odorata), broomsedge bluestem (Andropogon virginicus), sand cordgrass (Spartina bakeri), redtop panicum (Panicrun rigiduhan), 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 vianun), alligator weed (Alternanthera philoxeroides), Brazilian pepper, melaleuca (Melaleuca quinquenervia), Peruvian primrosewillow (Ludwigia peruviana), and valamuerto (Senna pendula var. glabrata). Conservation Collier Program 27 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 Natural Communities of Florida (1990), sloughs are characterized as broad shallow channels, inundated with flowing water except during extreme droughts. They are the deepest drainageways within strand swamps and Swale systems. The vegetation structure of sloughs is variable but at Pepper Ranch Preserve it is characterized, in general, by Carolina willow (Salix caroliniana), which is dominate, Carolina (pop) ash (Fraxintts aaroliniana). Sawgrass, 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 endan er d t ' 1 h E,, roplca 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 M 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, straight trees with either a dense shrubby understory and little ground cover, or an open understory and ground cover of fems, herbs, and grasses (FNAI 1990). At Pepper Ranch Preserve the latter is most often observed, with red maple (Acer rubram) as the dominate canopy tree, some buttonbush in the midcanopy and sawgrass, alligator flag, swamp fern, and cinnamon fem (Osmunda cinnantoniea) in the understory. 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, malting the humidity high and relatively constant. Because of these characteristics, bottomland forests Bottomiand Forest community Within Pepper Ranch Preserve rarely bum. This is also a very stable 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 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). The U.S. Department of Agriculture (USDA) NRCS classification system refers to these areas as South Florida flatwoods. South Florida flatwoods are typically savannas, a type of plant community 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. Woodmamsee 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 CollierProgrant 30 EM 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 Pepper Ranch Preserve in association with the slough natural community. The typical vegetation found in this community at Pepper Ranch Preserve includes: cypress (Taxodiunn ascendens) in the canopy, Carolina (pop) ash in the midcanopy, and the understory is mainly open water with some alligator flag, pickerelweed, and sawgrass. 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 Pepper Ranch Preserve 10% coverage and is made up of south Florida slash pine 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 (Paspahum notation), and other grasses and herbs present including: blue maidencane, torpedo grass, knotroot foxtail (Setaria parvii lora), big carpetgrass (Axonopns fiircatus), 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 Pepper Ranch Preserve Land Management Plan The wet flatwoods of Pepper Ranch Preserve are exclusively found in the western portion of the preserve and they exhibit cypress, south Florida slash pine and cabbage palms in the canopy, little to no midcanopy and an understory similar to the adjacent strand swamp community. The prairie hammocks at Pepper Ranch Preserve are an 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. Prairie Hammock Community within Pepper Ranch Preserve Photo by Johnson Engineering, Inc. Wet natwoods Community within Pepper Ranch Preserve Photo by Steven W. Woodmansee There are only four small areas of wet prairie at Pepper Ranch Preserve located in the southwestem portion of the preserve and they exhibit the following plant species: blue maidencane, sand cordgrass, corkwood, broomsedge bluestem, haspan flatsedge (Cyperus haspan), spadeleaf (Centella asiatica), cypress witchgrass (Dichanthelium ensifolilml var. unciphyllum), southern umbrellasedge (Fuirena scirpoidea), maidencane, narrowfruit horned beaksedge, narrowleaf blue- eyed grass (Sisyrinchium angastifolium). 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 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 32 Wet Prairie Community within Pepper Ranch Preserve Photo by Johnson Engineering, Inc. 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,,, dogfennelI smutgrassI bushy bluestem (Andropogon glomeratus var. hirsutior), tick -trefoil, capeweed, creeping woodsorrel (Oxalis corniculata), rabbitbells (Crotalaria rotundifolia), flatsedges, torpedo grass, purple thistle (Cirsium horriduhun), knotroot foxtail, big carpetgrass, woodland false buttonweed (Spermaeoce 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 (Conoclinitun coelestimmt), 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 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 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 Coninion Name American Bittem Species Observed at Pepper Scientific Name Protection Status Bolaurus lend inosus American Kestrel Falco s armies American Redstart Seto hq aniicilla American Robin 7)trdus mi g ratonius Anhin a Anhin a anhin a Audubon's Crested Cuacara Pol bonus plancus audubonli T FWC USFWS Bald Eagle Haliaeehts leucoce halos Delisted USFWS & FWC Conservation Collier Program 34 Pepper Ranch Preserve Land Management Plan Barred Owl Strix varia Belted Kingfisher Me acee le ale Eon Black Vulture Cara salratns Blue- Gnatcatcher Table 5: Faunal Species I Common Name Blue ]a Polio 'I'dcaenden observed at Pepper Ranch Preserve Scientific Naine Protection Cyanocina cristala (cautioned) Status Brown Thrasher Toxostonm ni ani Carolina Wren Thr othonts ludovicianus Cattle E et Bubulcus ibis Common Bobwhite Colinas vir inianus Common Grackle Quiscalus q uiscula Common Moorhen Gallinula chloro us Down Wood ecker Picoides Pubescens Eastern Meadowlark Sturnella magna Florida Sandhill Crane Gnls cotadensis pratensis T FWC Black -Bellied Whistlin Duck Denrlroc ra atatunmNs Gra Catbird Dunrelella carolinensis Great Blue Heron Ardea herodias Great Crested Fl catcher Mviarchus cdnilus Great F ret Ardea alba Green Heron Butorides virescens Lim kin Aranuts uarauna Little Blue Heron Erelta caerulea TFWC Lo erhead Shrike Lanius ludovicianus Moumin Dove Zenaida nracroura Northem Cardinal Cardinalis cardinalis Northern Mockin bird Minuls of loltos Northem Pamla Panda americana Os re. Pandion haliaelus Pileated Wood ecker Dr oco its ileahls Pine Warbler Dendroica inns Red -bellied Wood ecker Melane es carolinus Red -shouldered Hawk Buteo lineahis Red -win ed Blackbird A elaius hoeniceus Roseate S oonbill A'aia a'n'a T FWC Snowy Egret E retta tluda Swallow-tailed Kite Elanoides or icahrs. Tree Swallow Tach cineta bicolor Tricolored Heron E retta tricolor TFWC Turkey Vulture Catho'tes aura Conservation Collier Program 35 0 Pepper Ranch Preserve Lund Managenient Plan White -eyed Vireo Vireo z riseus White Ibis Eudoeinnis albus Wild Turkey Metea rix nllo avo Wood Stork M cteria americana T FWC T (USFWS Yellow -crowned Night -Heron N cianassa violacea Yellow -rum ed Warbler Table 5: Faunal Species Common Armadillo Dendroica coronatrr Observed at PepperRanch t Das us novemcincnts ' t Protection Big Cypress Fox S uirrel Sciurus ni er avicennia T FWC —not observed b staff Bobcat Lynx tv us Coyote Canis tattnns Eastern Cottontail Rabbit Lylvilqgus flaridanus Feral Hog* Sus sero a Florida Black Bear 0sus amencanus floiidanifs Florida Panther Punm concolor cm i E FWC•E USFWS Grey Fox Uvoc on cinerecat enteas Grey S uitrel Sciunts ca rolinensia Opossum Didel his vir iniana Raccoon Proc on lotor Riverotter Lontra canadensis Round -tailed Muskrat NeoLberalleni Wbite-tailed Deer Odocoileus vir lnianus American Alligator Alligator mississi iensis T FWC •T USFWS t Black Racer Coluber consadctor prianus Brown Anole* Anolis sa rei Brown watersnake Nerodia taxis ilota Coral Snake Micrurvs ulvius Cottonmouth A kistrodon piscivorifs Diamondback Rattlesnake Crotalus admnauteus Florida Box Turtle Tena ene carotin bauri Florida Soflshell A alone Lerox Go her Tortoise Go heMS polyphenufs T FWC Green Anole Anolis carolinensis Pignly Rattlesnake Sisnurus miliarias Snap2ing Turtle Chel dra ser entina Three -striped Mud Turtle Kinosternon bmrri Yellow Rat Snake Ela he obsoleta a uadrivittata Barkin Tree Fm H la ratiosa Conservation Collier Program 36 U Pepper Ranch Preserve Land Management Plan Cane Toad* Rhinella marina Cuban Tree Frog* Osleo ilus se tentrionalis Eastern Narrow -mouthed Toad Gastro hr ne carolinensis Greenhouse Frog * Southern Toad Elewherodactylus planirostris Ana nus teirestris Green Treefrog Hyla cinerea Little Grass Frog Pseudacris oadaris Oak Toad Ana nus quercicus Pig Frog Lithobales giylio Pine Woods Treeftg H la feinorafis Southern Cricket Frag Acris gtyllus Southern Leopard Frog Lithobates s henoce halos SquirrelTTeefrog H Ia struirella 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 Conservation Collier Program 37 N Pepper Ranch Preserve Land Management Plan connectivity and dispersal corridors for wildlife traveling between CREW, Corkscrew, Camp Keis, Panther Refuge, and Big Cypress. 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 (FDA CS). 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 v Table t Breeding Quadrangles Common Name Green Heron Bird Species Recorded tit p. Scientific Name Butorirles virescens in the Corkscrewt Pepper Ranch Common Red -cockaded Woodpecker Immokalee Picoides borealis Yellow -crowned Ni ht -Heron Nyctanassa violacea Northern Flicker Colaptes aurams Wood Duck Aix s ansa Pileated Woodpecker Di oco us ilentus pil ealts Mottled Duck Anas tdvi ula Great Crested Flycatcher Miachus Swallow-tailed Kite Elatoides foificalits Loggethead Shrike Lanius ludovicia ns Red -shouldered Hawk Buteo lineaats White -eyed Vireo Vireo riseos Northern Bobwhite Colinus vh iniauts Blue Jay C anociva cristala King Rail Rallus ele ans Fish Crow Cornus ossifragus Common Moorhen Gallinula chloro us Pu le Martin Pro ne subis Limpkin Aramis guatntma Northern Rough -winged Swallow Stelgidopteiyx senipennis Killdeer Charadrius voci ems Tufted Titmouse Baeolo his bicolor Mourning Dove Zenaida nrncrotn'a Carolina Wren Thnyotlmnts ludovicianus Common Ground -Dove Cohmibina passerina Blue-gmy Blue-gmGnatcatcher Polio tilia caendea *Rose -rim ed Parakeet Psitmcula kranteti Northern Mockingbird Annals polyglows Yellow -billed Cuckoo Cocc ms mneticanus' Brown Thrasher Toxoxtoma ru um Bam Owl to alba Northern Parula Panda americana Eastern Screech -Owl Me rico s alio Pine Warbler Dendroica imus Great Horned Owl Bubo vit inianus Prairie Warbler Dendroica discolor Barred Owl Aix varia Common Yellowthmat Geothlypis trichas Common Nighthawk Chodeilesminm" Eastem Towhee Pipilo eiythrophthalnms Chuck -will's -widow Red-headed Woodpecker Cn rind us Cal ohnensis Melanetpes et throce hahts Northem Cardinal Red -winged BlackbirdAgelaius Carlinalis cardinalis plroeniceas Red -bellied Woodpecker Melanopes caroliats Eastern Meadowlark Satrnella magna Downy Woodpecker I Picoides ubescens Common Grackle Quiscalus quiscula *=non-native species Boat -tailed Grackle "uiscahts 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 (FDA CS). 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 v 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 (SFI) 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 Pepper Ranch Preserve Land Management Plan 'Fable 7: Listed Plant Common Cardinal anplant Species Detected at the Pepper Ranch Tillandsia asciculata ivm. densis iea Preserve E lant Tillandsia utrictdata E ointvetch Lily Aesch nomene ralensis Lilimm� eatesbaei E T s palm OLongstrapfem Acoelorra he wfi htii T f airplant Tillandsia vaiabilis' T fem Cam [oneurum h Ililidis T t airplant orchid Hanisella porrecta T Northern needleleaf Simpson's stopper Tillandsia balbisiaa Myreianthes fi n rans T T Twisted airplant Florida butterfly orchid Tillandsia flexitoya Encyclio tampensis T T CE Royal fern Osmmnda regalis vat. s ectabilis CE Cinnamon fern Osmunda cinnamomea CE Oak mistletoe Phoradendron leucmpan SFl 45wilwort arrowhead Sagittaia isoetifonafa SFl Reddish wild pine (native hybrid) E Tillandsia x smalliana . •-• w•isc=c", _ • •,ucawucu, .,c: �ommeretauy t:xptorted SFl: Critically imperiled in South Florida (asdesignated 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 faseicalata), is also known as common wild pine and stiff -leaved wild pine. T. fascicalata 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 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 catesbaet) 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 wrighdi) 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 (Canapyloneurum 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 N 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 (Myreianthes fi-agran) 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 disticham), 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 rubrian). 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 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 at. 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 CAO 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 coryi) 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 Pepper Ranch Preserve Land Management Plan preserve since 2010. In 2016 and 2018, panther kittens photos were captured on the cameras. 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 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 fi•equency 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 r Invasive Plant SpeciesPepper Ranch Preserve Scientific Name Common Category Abner recatorhis ROSARY PEA• BLACKEYED SUSAN I A erratum inn zoides TROPICAL WHITEWEED Albizia lebbeck WOMAN'S TONGUE I Alternanthera hiloxeroides ALLIGATORWEED Ti Al sitar us oval! olius FAL SE MONEYWORTALYCE CLOVER Al sitar its va itialis WHITE MONEYWORT Amanrnthuss inostrs SPINY AMARANTH Ascle ins curassavica SCARLET MILKWEED Blechum randdatum BROWNE'S BLECHUM H GRAY SHEOAK; SUCKERING AUSTRALIAN - Casuarina lacca PINE I SOUR ORANGE; GRAPEFRUIT; SWEET Citnis x aurand mt ORANGE Citnisx?oubhb1 ROUGHLEMON Contnrelinn di rsn COMMON DAYFLOWER Crotalain pallida vin: obovata SMOOTH RATTLEBOX Cu hea cmihn enensts COLOMBIAN WAXWEED nodon(lacy lon BERMUDAGRASS C enrs rotrmdus NUTGRASS Desmodium ui onan THREEFLOWER TICK -TREFOIL Eichhornia crass! es COMMON WATER -HYACINTH I Elensine indica INDIAN GOOSEGRASS Emilia osber ii FLORIDA TASSELFLOWER Era rostis atrovirens THALIA LOVEGRASS Era rostis ciliaris GOPHERTAIL LOVEGRASS Eu enia uni an SURINAM CHERRY I Eulo hia rnminea no common name Ficus microcm' I INDIAN LAUREL I Hed chiunr co,onarhmr I BUTTERFLY GINGER Hernarvhria altissinia I LIMPOGRASS II ® Conservation Collier Program 46 Pepper Ranch Preserve Land Management Plan H drtlla vet?icillata WATERTHYME,. HYDRILLA I H mendchne am lexicaidis TROMPETILLA, WEST INDIAN MARSH GRASS I Hyas verficillata JOHN CHARLES II Im erata cylindrical COGONGRASS I Indi o era hirsute HAIRY INDIGO Ki elin pinnata SAUSAGETREE Lantana cantrma LANTANA SHRUBVERBENA I Leaeaena leueoce hala WHITE LEADTREE II Ludivi is peniviana PERUVIAN PRIMROSEWILLOW I Lygodium micro h Ihun SMALL -LEAF CLIMBING FERN I Macro (ilium lath roirles WILD BUSHBEAN Mat i era indica MANGO Medicago lu ufina BLACK MEDIC I Melaleuca quinqueneiTia PUNKTREE I Melinis re ens ROSE, NATALGRASS I Momordica charantia BALSAMPEAR B Murdannia ?udjfl,,,_____j NAKEDSTEM DEWFLOWER Murdannia spirata var. am ora I ASIATIC DEWFLOWER Scientific Name Ne hrole is nut i an Common Nat ASIAN SWORD FERN Category I 01denlandia co mbosa FLATTOP MILLE GRAINES Panicmn maximums GUINEAGRASS II Panicum re ens TORPEDO GRASS I Pas alum notatunt BAHIAGRASS Pas Glom mvi/lei VASEYGRASS Pennisetum of stachion WEST INDIAN PENNISETUM' MISSIONGRASS H Phoenix roebellini PYGMY DATE PALM Pistia s'tratiotes• WATER -LETTUCE I Pouzolzia z lanica POUZOLTS BUSH Psmudele hanto ussieaaus DOG'S -TONGUE Pseudo nox then odioides MEXICAN FLAMEVINE Psiditun cattleianum STRAWBERRY GUAVA I Psiditun ta'ava GUAVA I Pteris vittata CHINESE LADDER BRAKE H Richardia randi ora LARGEFLOWER MEXICAN CLOVER Sacciole is indica INDIAN CUPSCALE Sah,mia minium WATER SPANGLES Schinus fembinthi glia BRAZILIAN PEPPER I Senna alata CANDLESTICK PLANT Semen obaisi olio COFFEEWEED' SICKLEPOD Setmn pendula vac g labrata VALAMUERTO I Solanum di h /hmi TWOLEAF NIGHTSHADE II Solanum vianmt TROPICAL SODA APPLE I S enrtacoce verficillata SHRUBBY FALSE BUTTONWEED Sphagnelicola u'ilobatn CREEPING OXEYE,. WEDELIA II Sporobolus indices var. pyramidalis WEST INDIAN DROPSEED SMUTGRASS I Syzygiuni cuudni JAVA PLUM I Thelypteds dentate DOWNY MAIDEN FERN; DOWNY SHIELD FERN Thunbet,to grandrAola SKYVINE Conservation Collier Program 47 A Pepper Ranch Preserve Land Management Plan Trarlescantia zebrine WANDERING -JEW; INCHPLANT Tri oliam re ens WHITE CLOVER Trhan eaa semitriloba SACRAMENTO BURRBARK Mena lobata CAESARWEED Urochloa distach a TROPICAL SIGNALGRASS Verbena brasiGensis 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 (Aeolis sagrei), the feral pig (Sits scrofa), and the cane toad has been heard calling near Lake Trafford (Rinella marina). One potentially problematic species is the coyote (Canes 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 Annie (Analis 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 N Pepper Ranch Preserve Land Managenient 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 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; 20056). 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 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 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. 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 O9 Ilhrorie Aerial Photograph (1940) , 0� , r ..il, a •.. � ;'. ; , `. / s, 1 I 1 <° LEGEND reer ��,�e+�+a-• eeueix Pepper Renm ��i+r �"� 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 O9 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. 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. QConservation Collier Prograni 52 Historic Aerial Photograph (1953) 1 3 S !L� —1—LEOERO DL g .�xp�wfrab uua PepGer 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. QConservation Collier Prograni 52 Pepper Ranch Preserve Laud Management Plan 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 comer 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 (f2.5 or f5.0 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 - Conservation Collier Program 53 0 I (Mork Aerinl I'hningrnph (1963) � G1 qr - � r,•. r ♦, jC r t CL C. ��L.f C � r • r � '��n•�: 341 5 • • y�Yl .� y, r � f�; 744 o rood emo IL-0ENO :�w.y.�•m.,"""s, u':u —Popper RUM 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 comer 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 (f2.5 or f5.0 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 - Conservation Collier Program 53 0 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 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 ha mokalee 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 EG 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 9 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 267.0612 (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 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 Exotic vegetation tre%,��4orthth StewardshM50acrcs) Year(s) 9Cattle Vat Cleanu9Removal of Old Str09Creation ofa New Te09Two Public Outreac09First Youth Ho Hu10Public Ho .and SmBe an10Initial Exotic ve etation treatment and mainten09 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: CoriservationCollier@Colliergov.net. Conservation Collier Program 57 G� 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 U 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 Pepper Ranch Preserve Land Management Plan Pepper Ranch Preserve Easement & Overlay Map c.M•nd O PWPW MIOPr.aeae Bomdaike � IAW T Oad WP ACCOW Eav a30 SeeIM@ Mon W*lW.9 nt. All. E..a IS netA& —W.d Oa Aesese E.aman4BO W Wtle -M.0.1 patl batlm Wa rase AIy TCaa01dW - St. W09 SWINA,.7 © I MT"aa LI .00M Oa RWP'3 aWdel aoeans Q lake TwM CWlel OmnN Dm- gW Eawmm410 CWI Wd. K �h o mec mb b nB[ aam. ee m Bt-eSa, ..nmmert.d— areeIISSIP ald are mis mepwm .rearetlm PIaAm W P[ ScSS Ilformatlm my CrCv 0 BB IMb. CON ATION LLleq 1µyixm'xgr:ra�u Yr�W4m Wnry q�.ryrgn ea�nnr.p.a.u.y 1`.'L... 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 Conservation Collier Program 60 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 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 USFW S requirements for an onsite Panther Conservation Bank GOAL I MAINTAIN HIGH QUALITY HABITAT 07THLIMITED 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 0 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 Sheriffs 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 U Pepper Ranch Preserve Land Management Plan 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 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 I 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 CollierProgrann 64 U Ranch Preserve Land Management Plan Conservation Collier Program 65 Pepper Ranch Preserve Lancs Management Plan Table I: Invasive, Exotic Plant SpeciesControl Pepper Ranch Common Name Common Name Common Name Nol For seedlings and small plants up to 1/2 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 uni ora Surinam cherry Garton 4. Seedlings should be hand pulled. Basal bark application of 10% Garlon 4 is Ficus•microcar a Indian laurel effective. Hymenachne Foliar treatment with 3-5% Rodeo. ain a lexicaulis trom efilla 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 WAS publication SS -AGR -52 for Gnerato c lindiical 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 Ludrvi is eruviana Peruvian rimrosewillow 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 Lygodimn lower portions. Do not apply when plants are micro p h Than I 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 trictopyr 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 arevery difficult to control with foliar tin uenervia bark applications. Conservation Collier Program 66 Pepper Ranch Preserve Land Management Plan Table I: Invasive, Exotic Plant Species Controlfor Pepper t Scientific Name Common Name Recommended Control(s)' Foliar application of 1-2% Roundup will provide control. Roundup (glyphosate) is a short -teen solution, because regrowth from Melinis re ens rose natal ass seed is rapid.' A foliar application of Roundup at 1.5% provides control. Follow-up applications are Ne hrole is brownii Asian sword fern necessary.' 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 Panicttm re ens 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% Garton 4. Cut -stump treatment with 50% Garton 3A, 10% Garton 4 or a basal bark application of 10% Garton 4. Foliar application of Garton 4, Garton 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 terebinthf/olia Brazilian pepper growing in aquatic sites. Senna pendula var. Foliar application, spray to wet with 1-2% labrata valamuerto Roundup Pros Solanum diphylhmi Two -leafed nightshade Foliar application of 1%n Garlon 4 or 3% Roundup. Foliar application of I% Garlon 4 or 3% Solanum viarum tro ical soda a le Roundup. Mature trees may take up to 9 months to die. Cut -stump treatment with 50% Garton 3A or 10% Garlon 4, or use a basal bark sy2ygiuni aumini Java plum treatment with 10% Garlon 4. FLEPPC 2009: Category I plants are those that alter native plant communities Dy msptacmg native species, change community structures or ecological functions, or hybridize with natives (FLEPPC 2009) a All species except as cited otherwise ' (Stokes 2009) '(Langeland 2008) '(Langeland et a1.2003) Conservation Collier Program 67 Cq0 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 It 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 lOD, 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 Pepper Ranch Preserve Land Management Plan (l 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 fie -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 bum 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 bum 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 bum 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 CollierProgrmn 69 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 bum unit that are on a longer fire cycle will likely not bum as fi-equently since fuels will not have built up. The seasonality, weather factors, or ignition techniques of the prescribed bum will also be chosen to selectively bum the community within the unit with the shortest fire cycle. Conservation Collier Prograne 70 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 bum 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 bum 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 bum 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 Pepper Ranch Preserve Land Managenient Plan conditions allow, and the timing selected to best suit the objectives for each burn unit, f 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 Bum 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 bum 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 -bum 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 bum 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 bum, 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 bum. 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 bums in southern forests: • 6 to 20 mph persistent surface winds; Conservation Collier Program 72 Pepper Ranch Preserve Land Managentent 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 burn 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 (MRCS 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 -bum evaluation is to ensue the objectives of the bum were attained and gain information to be used in future burns (Wade and Lundsford 1989). The post -burn evaluation will be conducted by the bum 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 CAn 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 fist of burn units, bum 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 bums 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 bum prescriptions (including smoke screening plans), preparing the site for burning, obtaining the bum authorization and managing the burn. Burn prescriptions and bum 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 U 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 leave for the day. This will ensure that all visitors are accounted for at the end of Conservation Collier Program 75 0 Pepper Ranch Preserve Land Management Plan each day Security cameras are also facing each preserve entrance to help monitor l 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 plat oru: —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 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 4Miq `eawl.u.. w.s-r eu.�Tvn Ytew{O�aN onn wai A zznre cep S UU PU NC H 55AR A ^j'r, Conceptual Site Plan for Peppw Ranch Praaxve Figure 12: Original Conceptual Site Plan for Pepper Ranch Preserve Figure 13: Current Trails as of August 2018 toner vonon Coltler lbi ogiam 78 Pepper Ranch Preserve Land Managennent 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 tip 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 traithead 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 southwesternmost 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 Progran2 79 M 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 as 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 u•� Pepper Ranch Preserve Ladd 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 Mudeutters 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 fust -response agencies for a scheduled operation of non -recreational UAV on the preserve must he 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 Conservation Collier Program 81 N Pepper Ranch Preserve Land Management Plat 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 ED UCATIONAL 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: PROMEA PLANFOR SECURITYAND 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 Sheriff s Office if problems start to arise. Conservation Collier Program 82 M 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 GT 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 Pepper Ranch Preserve Land Management Plan Table 11: Panther Habitat Unit Calculations excluding SSA 7 - Pre Restoration USFWS Habi[at Type FLUCFCS Code FLUCFCS Description Area acres ( ) USFWS Assigned PHU Value PHU's 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 flalwoods, disturbed, exotics 5-24% 3.39 3 10.18 4349E1 Oak, slash pine, cabbage palm, disturbed, exotics 5- 24% 68.73 3 206.19 BanealDisturbed Lands 6169E1 Pond apple, laurel oak, cabbage palm, disturbed, exotics 5-24% 0.83 3 2.49 6319E1 Shrub wetland, disturbed, exotics 5-24% 4,72 3 14.17 6419El Freshwater marsh, disturbed, exotics 5-24% 70.00 3 210.00 4119E2 Pine flalwoods, disturbed, exotics 25-49% 1.24 3 3.71 4349E2 Oak, slash pine, cabbage palm, disturbed, exotics 25- 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 6439172 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 2447 4119E4 Pine flatwoods, disturbed, exotics 75-100% 3.69 3 11.06 Conservation Collier Progrcnn 85 rO Pepper Ranch Preserve Land Management Plan USFWS Habitat Type FLUCFCS Code FLUCFCS Description Area USFWS Assigned PHU', (acres) PHU Value 422 Brazilian pepper, non -hydric 0.40 3 1.20 6192 Brazilian pepper, hydric 0.84 3 2.53 Exotic/Nulsance 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°/ exotic plant coverage 310171 Upland prairie, exotics 5-24% 35.11 6.3/3 204.42 with Dryic exotic plant coverage plan rag 310E2 Upland prairie, exotics 25-49% 4.01 6.3/3 20.36 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 Weiland 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 641171 Freshwater marsh, exotics 5-24% 83.40 4.7/3 371.43 coverage MarshMtet Praide with 37% exotic plant 641 E2 Freshwater marsh, exotics 2549°/ 17.26 4.7/3 70.27 coverage MaMlWJet 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 fmal approval by USFWS. Conservation Collier Program 86 ED 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. Baseline MonitorinWith n 60 Das of Approval 45 da s Time -Zero Monitorin Within 60 Das of Initial Restoration 45 da s Annual Monitoring Year 1 12 Months After Time -Zero Monitorin 45 days Annual Monitorin Year 2 1 Year from Previous Re ort Jana 31 Annual Monitorin Year 3 1 Year from Previous Re ort Jana 31 Annual Monitorin Year 4 1 Year from Previous Report Januar 31 Annual Monitorin Year 5 1 Year from Previous Report Jana31 Five -Year Monitoring ear 10 5 Years from Previous Report January 31 Every 5 ycars thereafter 5 Years from Previous Report January 31 In addition to the information outlined below, the monitoring report will include a general overview of the land management activities (i.e. prescribed bums, 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 Pepper Ranch Preserve Lmid 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 lm2 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 groundeover 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 Pepper Ranch Preserve Land Management Plan 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. 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 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 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 2017-19. 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 9 t' Do( M op n o d o 0 0 o m m o ro w ~ N m c5 o `^ w r n A (S VI 01 (VI l0 r 'i q al N N O1 D) � N Nemo. ryN N ci lD V N N N V1 y� "'1 O ♦+ O �xm U p rn d wd� ro R a ANN ro� .ti � N d N A V .pr U b a ° a N' N N rt 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 a 0 0 m o o g o m N O O O O v1 m O N Vf N N rl d N M VV VY O tR VI N fl ei N N O O OO p p O O O O O M O o m O O O O O O O O N ei O N vl Vl N r1 d `"� N W N � �y VI H rl 1R VY VL VL N � b V} N O tiF Vf N N N O O O 00 O O O 0 O O 0 0 O 0 O 0 O 0 O 0 CNO 0 Odi 0 0 Dn] O O O O O O O M 0 N N N .-i w N N � H N N vl vl O cccggq O a V O N 0 M N N ttl O O d M N N N N U! n to N VT M N VT Yl N en -1 N N to Rl m o 0 a 0 r O N r vmi m N t0 n N CO N O O ti vol Vd! M K m .y N N vl m vl V} n N N vl N O n n W n O O n m m 1� om 00 tdO N n N N 0 d m m m o m '+ d n d o -+ 0 m o ry a m �^ n" o m N � Vl ttl c -I N N N V} [h VY vl N M lO � N YY d N V! v} N N N tR N N V vOf o O O O W d O N N V d V N N O O N V m d m O l~O m l0 r -I m O V t00 d yl N ci O N N n N M W N N N h O m0 4h V! N lMjl 'i N W O N O l0 lv O N N T h W N W O? N N N N N N 0 O 0 Vol N N N N m m m o o m w m O m m m n m m - m _ N N Q rL 0 w a z z z w mu N r W o w k o a a z> w> u z W F G m N N za w 3 z ori M m W oc N g ZZ Z m a U_ 1.1 M l U, a> Y z> Z oil Z a W w a W U Z a K U y a a w 4 Z a s z F 1 in i- Q w a N F- o�zz�mwmFu000"'wz3F=¢��.l�z"'�� S W o w W m z u o o Q o 0 o Do( 61 M d Y q in a a A sQ. O a A Ln ro r 'i q al �o ca q Nemo. Q Q O ♦+ O �xm U p rn d wd� ro R a ro� u Ctl 'y, O d A V .pr U b ° a Do( 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 Activity Prescribed fire and/ or mechanical treatment application and Management Approved X Activities Rejected— Minor fi ehneinstallation 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 IX Conservation Collier Program 92 X 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 uncle, 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, OF/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 1 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.htm] (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://w-ww.fleppc.org/list/09list.htm (accessed December 2009). Florida Fish and Wildlife Conservation Commission (FWC). 1999-2010. Species information — coyote. Available from http://www.myfwc.con/WILDLIFEHABITATS/Specieslnfo_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/do cs/ W ildlifeHabitats/Coyote W hitePap erFinal.pdf (accessed July 20 10) 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. con/does/ W ildlifeHabita ts/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 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 hup://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/pdffites/WG/WG2090O.pdf (accessed January 2010). Langeland, K. A., D. W. Clark, R. K. Stocker, and G. E. MacDonald. 2003. Evaluation of Fohar Applied Herbicides for Control of Christmas Senna. In Wildland Weeds. Winter 2009. Available from http://www.se- eppc.org/wildlandweeds/pdf/Winter2003-Langeland-ppl3-14.pdf (accessed January 2010). Conservation Collier Program 95 6) Pepper Ranch Preserve Lenin 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. lOpp. University of Florida, UFAFAS Extension Digital Information Source (EDIS) Database. Available from http://cdis.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. Betz, 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 (Myeteria Americana). Wildlife Ecology and Conservation Department, Florida Cooperative Extension Service document SSWISI2. 2pp. University of Florida, UF/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 (MRCS). 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 0 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 ht4)://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/. Conservation Collier Program 97 G Fepper Ranch Preserve Land Management Plan Appendix I Pepper Ranch Preserve 1Lega� Description Conservation Collier Program 98 CAS I IN s i I!a !-i{ f ci jjlliap� Ifs I Vii± R! tilI �ii `!i1' `."R jjlll�l�tlll;;,�., j• I 1 ( R rd R R h 1!lil 11 ill' n ���( �{I• If shhlr IIIss��Rlsls s� If�j <� I '' I 1 i!!i 'i"1 l� Ifli iiiii iiiiii 1� sili! {RP�i'��gqllllli'IIIiIUlld� 1 I w= I,Irnlrlrr, blil�rol i,;rhl, neI11S R,It111R.111,IW..... .u.. .ldl I�i. o Q•E 1' � • � r gyp. I �; 9yp�� F !4 ww „ I 1 . w I S i 1 yyy ut pU is �W E 1I UU. 111 `I a n R 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) Appendix 3 Florida Natural Areas Inventory Designations for Pepper Ranch Preserve — (2'x3' map) (Same map as on Page 24 only larger) Appendix 4 Floristic Inventory of Pepper Ranch Preserve Appendix 5 Management Unit Map of Pepper Ranch Preserve !-i -- A L= ' SII � 4�41' I 141 u I 1 2 gam, t: !-i Appendix 6 Cattle Lease o,� Cattle Lease Lease ft CC — 102 4H LE AGREEMENT � THIS LEASE AGREEMENT entered into this 2 day ��aY of " t/ 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 cm 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 nude a part of this Lease, hereinafter called the "Demised Premises," situated in the County of Collier and the Slate 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 pmetices applicable to the property and efficient use of grazing resources shall be followed at all limes. 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 (E) 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 lime.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 Stag) 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 Leese. CO3O 11D 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 [his 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 recoil 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 Stales 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 Hundrod 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 (5121.00) for each additional Animal Unit. Annual payment to the County shall be accompanied by a certification slating the number and age class of Animal Units being grazed on Ilene 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 live (5) percent from the previous year, compounded. ARTICLE 5. Modi6calions 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 will, 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 therea0er, if LESSOR so directs, LESSEE. shall promptly remove G IID 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 LESSEES 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. Assimment and Subleti nn LESSEE covenants and agrees not to assign this Lease or to sublet Ore 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 (510.00), 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 Demiscd 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 paries 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 hazed 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 conslmction 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. a 110 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 Workers Compensation Insurance covering all employees meeting Statutory Limits in compliance with the applicable state and federal laws. The coverage shall include Employers 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 wriling 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 Ore 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 area located mound cattle pens. Any offsite 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 minfall, drought or other unforeseen conditions, and provide such schedule to die Collier Conray 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 he 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 is sole cost and expense, keep the Demised Premises free from debris, litter, abandoned equipment and vehicles, and the like, at all limes. If said Demised Premises are not kept free from debris, litter, abandoned equipment and vehicles, and the like, in the opinion of LESSOR, LESSEES 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 110 constitute additional rent which shall be paid by LESSEE within len (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 Mies, laws and regulations, all non-natumlly 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 Ole LESSOR. LESSEE shall make monthly inspections of exterior fences and gales 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 die property and is operations. Al a minimum, the report most 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 Mies 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 offimmdve 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 prevision 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 famished to LESSOR pursuant to the terns of this Lease. (c) Filing of insolvency,reorganization, plan or arrangement orbankmptcy. 0 110 (d) Adjudication as bankrupt. (e) Making eta 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 my have, shall have the immediate right to re enter and remove all persons and property train the Demised Premises. Such property may he 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 thus Lease, and if said amounts vermin 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 accmo compounded interest of two (2) percent per month or the highest interest rale 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 will 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 Talented 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 Tamtamt Toil 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 amender to LESSOR possession of the Demised Promises and any improvements not removed upon expiration of Oils Lease, or its earlier termination as herein provided, in as good condition and repair as the some shall 110 be at the commencement of the tens of this Lease or may have been put by LESSOR or LESSEE during the continuance thereof, ordinary wear and tem 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 rale 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 s Average Weight ounds Animal Unit Equivalent AUE 950 0.92 "Oldl 1,000 1.00 1,500 1.35 d 600 0.60 d 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 I or the State of Florida, us 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 Iry 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 my use of the Demised Premises which would interfere with or adversely affect the operation or maintenance of LESSORS standard operations where other operations share common facilities. (a) Rights not specifically planted 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. 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 properly 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 Demiscd Premises. LESSOR is responsible for developing and implementing rales, 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. (() 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 came 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 Eniovment Subject to LESSOR'S rights provided in this Lease, LESSOR covenants that LESSEE., on paying the rental amount and performing the covenants, terns 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 leans 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 die 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. 010 IN WITNESS WHEREOF, the parties hereto have hereunder set forth their hands and seals. AS TO THE LLESSO DATED: ✓ a�� ATTEST: DWIGHT F..-BROCKXlerk','� . epuly Jerk . sigmlgre. +� AS TO LESSEE: DATED: WITNESSES: l ( afore) wIlA/LQ. T. eaSWZQ (Print Name) (Signature) (Print Name) 1 (Signaturp- Approved as to form and legality: I. rA. Belpedio Assistant County Attorney BOARD OF COUNTY COMMISSIONERS COLLIER✓C/O/��J�T'Y FL A Tom Henning, CHAIRM LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: ' "y^Y -A THOMAS M. TAYLOR, as General Partner LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: CHRISTOPHER L ILL •, , as General Partner 110 ' Exhibit "A" (Legal Description of Demised Property) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half (E'/) of the East Half (EIA) 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 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 88057'47" W, along the south line of the Southeast Quarter(SE'/.) of said Section 22, for a distance of 330.09 feel; thence run N 00'31'18" W for a distance of 1342.51 feet; thence ran 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'/h) 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. 10 M 110 ' AND Properly Tax IdentiGwtian Number: 00052680009 The Southeast Quarter (SE%) of the Southwest Quarter (SWI/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 pmccl of land lying in the East Half (Eh) of the East Half (EVi) of the Southwest Quarter (S W %) of the Southeast Quarter (SE''A) of Section 22, Township 46 Saudi, Range 28 East, Collier County, Florida, being more particularly described as follows: Continence, at the Southeast comer of Section 22, Township 46 South, Range 28 East. Collier County, Florida; theme 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 88057'47" 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 s distance of 1342.51 feet; thence mn N 88'58'31" E far a distance of 330.12 feet; thence mn S 00°31'14" E, Earn distance of 1342.44 feet to the Point of Beginning; containing 10.17 acres, more or less. 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C7DLL V a" LO O.La c " 8f& y (a 5 f } 7} =n¥ / ( 0 }\ ]ƒ{ § / / / } ) /o Q w _ //& ± � ( fCU ca 0 0 0 /\ \ \/) \ 0 cu \ \ \ : _ -a p7 E ]\� CD ��k - o>— \ \ \ \ /))§ y [)Q \ \\ Z M -a }k/ E! _ ® S§ /] k 2 (D § {tE§ / 05{§ 76 3G \o { \ % \\j\ K) ) �i . . / f / E\=# D-c¥k \� ° * \ \/ƒ\ q/(:� e ] [ ) I r�� � ILGQ 2 < - C13 _r_ - 0 £_ -- \/D \f - \\ \7 / ) \ \ A]g G¥ {» - §«_ _G e ) j %:[ &® �§ �E 54) -�� _� \�k \=\ � a)� ® \§. _ }j 300 @ N / ¥ c/ %\0 ® a) _7 Q/ : |2 k({ * 208 00 \) { M } \ k /o/ E I ca 2]§ § ) £ Q : EIy } g \ LU L, 5% ) \ \ \\\\ \\) \N / w 2 \\\ § ( f/ \A CD ° R i \ I =i \ b $z \ \± A < § " Appendix 8 Pepper Ranch Preserve — Land Use Compatibility Matrix a o� THIS PAGE INTENTIONALLY LEFT BLANK 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. U THIS PAGE INTENTIONALLY LEFT BLANK oeo r"ft� RESOLUTION NO. 2014. 260 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: DWIOK-E. BR9CK, Cj.ERK By:: I.AI.CJ 1-77777 4 of as tp Chaill 0 n and legality: BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA 11C Page 1 CVJ 0 Table of Contents I. SCOPE II. POLICY III. INVESTMENT OBJECTIVES IV. AUTHORITY V. PERFORMANCE MEASURES VI. PRUDENCE AND ETHICAL STANDARDS VII. ETHICS AND CONFLICTS OF INTEREST VIII. AUTHORIZED INVESTMENTS AND PORTFOLIO COMPOSTION IX. MATURITY AND LIQUIDITY REQUIREMENTS X. RISK AND DIVERSIFICATION A. AUTHORIZED INVESTMENT INSTITUTIONS AND DEALERS XII. THIRD -PARTY CUSTODIAL AGREEMENTS XIII. MASTER REPURCHASE AGREEMENTS XIV. BID REQUIREMENT XV. INTERNAL CONTROLS XVI. CONTINUING EDUCATION XVII. REPORTING XVIII. INVESTMENT POLICY ADOPTION ATTACHMENT A: Glossary of Cash and Investment Management Terms ATTACHMENT B: Investment Pool/Fund Questionnaire Page 2 tic Page 3 3 3 3 3 4 4 4 8 8 8 9 10 10 10 11 11 11 Collier County, Florida Investment Policy SCOPE tic 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. If. 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. 111. 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 3D -Day Gross of Fees Yield. Page 3 pL, 11C B. Investment performance of funds designated as core funds and other non-operating funds that have a longer -tens 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. W. 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 financialfinvestment 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. Vlll. 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 NO n, N I I 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 U.S. Treasury Sector Maximum 100% Perissuer Maximum 100% Minimum Ratings Requirement' NIA Maximum Maturity 5 Years (5 Years avg. life for GNMA 40% Other U.S. Government Guaranteed (e.g. AID, 10% GNMA) GTC) Federal Agency/GSE: FNMA, FHLMC, FHLB, 80% 40%' N/A 5 Years FFCB• Highest ST or Three Highest LT Rating Corporates 25% 5% Categories 5 Years A-t/P-1, A -/A3 orequivalent) Highest ST or Three Highest LT Rating Municipals 25% 5% Categories 5 Years (SP-1/MIG 1 A -/A3 orequivalent) Agency Mortgage- 25% 409'° z WA 5 Years Backed Securities (MBS) Avg. Life Non -Negotiable Certificate of Deposits 30% N/A N/A 1 Year Depository Bank Account 100% N/A NIA NIA Commercial Paper (CP) 25% 5% Highest ST Rating Category 270 Days (A -1/P-1, or equivalent) 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 g0 Days (Repo or RP) (A -1/P-1, or equivalent) I1 the counterparty is a Federal Reserve Bank, no rating is required Money Market Funds 50% 25% Highest Fund Rating by all NRSROs who rate the N/A MMFs fund AAAm/Asa-mf, orequivalent) Fixed -Income Mutual Funds 20% 100/0 WA N/A Intergovernmental Pools Highest Fund Quality and Volatility Rating (LGIPs) 50% 25% Categories by all NRSROs who rate the LGI P. N/A AAAm/AAAf, St orequivalent) Florida Local Government Surplus Funds Trust Funds 50% NIA Highest Fund Rating by all NRSROs who rate the g N/A 'Florida Prime" 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. a Maximum exposure to any one Federal agency, including the combined holdings of Agency debt and Agency MBS, Is 40%. The maturity limit for MBS 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 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% 0 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 ,C 11C f. Final tens 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 pool/fund. 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 poottfund. 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 pool/fund. 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 fife 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 ii C 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 I. 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 L 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 -tens 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. Xl. 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 $50,000,000 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 11C 4. proof of state registration, when required, S. 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 fir'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. X11, 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 principal 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 provider's safekeeping department for the ter 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 Cleric, 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 authorization 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 11C Xlll. 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 he 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 11C 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 COMMIT COLLIER COUNTY, FLORIDA Page 11 isr 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 tens 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 securities.' 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 Bilis. 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 NoteslSonds 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 i1C 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 customer's 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 fine 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 specked value and at a specified dale 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 specked 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. Collaterallzation. 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 06 J 11C 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 ngtt 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 derivatives 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 I I 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 %, would have a principal cost of $955 per $1,000 of face value. Duff 6 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. MacAulay Duration, Modred 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)(changs 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 11C 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 fanners, agricultural cooperatives and rural utilities. The FFCBs act as financial intermediaries that borrow money in the capital markets and use the proceeds to make bans 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 insMutions. Federal Funds Rate (Fed Funds Rate). The interest rale 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 R guaranteed by the U.S. government, although R 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 Oak 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 0 11C , �: 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, d is a non-governmental organization that performs financial regulation of member brokerage firths 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 forth 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. govemment, 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 Bilis, 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, 10s 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 coat 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 M 11 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. S. 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 an 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 & Poors, 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 rash 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 0 11C Market Value. The fair market value of a security 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 principal 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 11C [(Total assets) - (Liabilities)y(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 per 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 alms, to safeguard the principal and maintain the liquidity needs of the agency. More stringent then 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 1+c 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 States 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 at 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. Gainsllosses 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 tern 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 ban 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 I I C -All 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 6199 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 7 r 11C Tennessee Valley Authority (TVA). 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, TVA 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 bills, 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 Bilis (T -Bills). Short-term direct obligations of the United Stales 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 brokerldealers. 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)." Variabfe-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 00 11 C "" (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 lit { 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 withdrawal are allowed. S. A schedule for receiving statements and portfolio listings. 6. Are reserves, retained earnings, etc. utilized by the pooVfund? 7. A fee schedule, and when and how is it assessed. B. Is the pool/fund eligible for bond proceeds and/or will it accept such proceeds? Page 25 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. THIS PAGE INTENTIONALLY LEFT BLANK 0 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. 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. Endowment Deposit, Target Amount, Target Date, Interim Management Account THIS PAGE INTENTIONALLY LEFT BLANK f 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 Tar-getDate October 1, 2020 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. Exhibit 3 Phase I and II Environmental Site Assessments THIS PAGE INTENTIONALLY LEFT BLANK Conservation Collier Program Collier County Facilities Mgmt. 3301 Taniami Trail E., Bldg. W Naples, FL 34112 172-178986-269 PHASEI/PHASEII ENVIRONMENTAL ASSESSMENT REPORT HEARN/REX PROPERTIES TRACT NOs. 001-007, 001-008, 001-009, 001-018, 001-0261 001-027, 001-029 COLLIER COUNTY, FLORIDA Prepared for: South Florida Water Management District Division of Risk Management 3301 Gun Club Road West Palm Beach, Florida 33406-4680 Prepared by: Ayres Associates 3901 Coconut Palm Drive, Suite 100 Tampa, Florida 33619 Ayres JN: 30-0216,00 August 1995 I&WS SOCIA FS I� I I I I1 PHASEI/PHASEII 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 Prepared for: South Florida Water Management District Division of Risk Management 3301 Gun Club Road West Palm Beach, Florida 33406-4680 6-r'4b - Y Harold R. Vincent, P.G. Project Manager Sharon M. Latz, P.G. Hydrogeologist Prepared by: ANWS ASSOCIATES 3901 Coconut Palm Drive, Suite 100 Tampa, Florida 33619 Ayres JN: 30-0216.00 August 1995 v p.1201 � y 7 ;meq SSATE �Q, o�tl pL I r TABLE OF CONTENTS 1 EXECUTIVE SUMMARY...— ..................................:.............................................Pace 1.0 INTRODUCTION ................. ............ I ................ ...... .................... .... . 1 2.0 OBJECTIVE...............................................................................................1 C! 3.0 SCOPE OF SERVICES ...................... ..••• 1 ' 4.0 PHASE I/PHASE II ENVIRONMENTAL ASSESSMENT ................................ 1 4.1 4.2 BACKGROUND.................................................................................2 CURRENT LAND USE....................................................................... 6 4.3 PAST LAND USE ..... .............................. ..........................................12 4.3.1 Historical Inquiries................................................................12 4.3.2 Historical Aerial Photograph Review ..................................... 12 4.4 REGULATORY INQUIRY ............. ........ ................. .......................... 24 4.4.1 Agency List Review.............................................................. 24 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 4.6.1 Cattle Dipping Vat................................................................ 32 4.6.2 Cattle Dipping Vat Maintenance Area ................................... 34 4.6.3 Pesticide Staging Areas ....................................................... 34 4.7 4.6.4 Oil Well Sites.......................•................................................ EVALUATION OF POTENTIAL GROUNDWATER 40 CONTAMINATION........................................................................... 45 4.7.1 Cattle Dipping Vat................................................................ 4.7.2 Pesticide Staging Areas ....................................................... 45 47 4.7.3 Oil Well Sites........................................................................ 48 4.8 VOLUMETRIC EVALUATION OF SOLID WASTE ........................... 4.8.1 Cattle Dipping Vat and Associated Maintenance Area.......... 49 49 4.8.2 Hunting Camp Areas............................................................ 49 ' 5.0 PHASE II ENVIRONMENTAL ASSESSMENT RESULTS ........................... 50 5.1 CATTLE DIPPING VAT ..................................................... ............ 5.1.1 Soil Sampling....................................................................... 50 50 5.1.2 Groundwater Sampling......................................................... 51 5.2 CATTLE DIPPING VAT MAINTENANCE AREA ............................. 5.2.1 Soil Sampling ....................................... 51 51 C! 5.3 PESTICIDE STAGING AREAS .................................. ... ...... -- .... 50 5.3.1 Soil Sampling .......................... .... .... .---....... ........... .... 50 5.32 Groundwater Sampling .... .................................... ...... ........ 5G 5-4 OIL WELL SITES ..................... ......... —..... ..,.......... ...... .... .00 5.41 Soil Sampling ............................................................ .......... 00 5.42 Groundwater Sampling ......................................................... 64 5.5 VOLUMETRIC EVALUATION OF SOLID WASTE. .......................... 04 5.51 Cattle Dipping Vat and Associated Maintenance Areu—....... 64 5.5.2 Hunting Camp Areas .............................................. ............. 73 5.8 LABORATORY DATA VALIDATION ......... ...................................... 74 68 CONCLUSIONS AND RECOMMENDATIONS ............................................ 75 01 CONCLUSIONS ..................... ................ ................................ ,75 62 RECOMMENDATIONS .................................................................... 78 82.1 Cattle Dipping Vat ........ ........... .......................................... 78 6.2.2 Solid Waste Removal Cost Estimates ..... ............................ 82 6.2,3 Oil Well Sites ............................................. ... ...................... O2 FIGURES............................. ......................... ....................................................... iii TABLES ...... ...... .... —............................................................... .... —.... ............. iii APPENDICES........... ..................... ..................................................................../ii 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 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 Locations. 42 4-9: Oil Well Site No. 2 - Soil Boring and Temporary Monitoring Well Locations. 43 4-10: Oil Well Site No. 3 - Soil Boring and Temporary Monitoring Well Locations. 44 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 46 Results........................................................................................................ 59 5-5: Pesticide Staging Area No. 1 - Groundwater Sampling Locations with AnalyticalResults........................................................................................ 62 5-6: Pesticide Staging Area No. 2 - Groundwater Sampling Locations with AnalyticalResults........................................................................................ 63 5-7: Oil Well Site No. 1 - Soil Sampling Locations with Analytical Results .......... 66 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 4-2: Organic Vapor Soil Screening Results - Cattle Dipping Vat MaintenanceArea...................................................................................... 36 4-3: Organic Vapor Soil Screening Results - Pesticide Staging AreasNo. 1 & No. 2.................................................................................... 41 4-4: Organic Vapor Soil Screening Results - Oil Well Sites ................................ 46 E ' APPENDICES Appendix A: Site Photographs Appendix B: Boring Logs and Temporary Monitoring Well Construction Details Appendix C: Laboratory Report Appendix D: Preliminary Risk Assessment Report Questionnaire Appendix E: Letter: Oil Well Site Surety 11 1 1 1 1 I iv 5-1: Analytical Summary -Soil: Cattle Dipping Vat .............................................. 52 5-2: Analytical Summary -Groundwater: Cattle Dipping Vat ................................ 54 ' 5-3: 5-4: Analytical Summary -Soil: Pesticide Staging Areas No. 1 & No. 2 ............... Analytical Summary -Groundwater: Pesticide 57 StagingAreas No. 1 & No. 2....................................................................... 61 5-5: 5-6: Analytical Summary -Soil: Oil Well Sites ...................................................... Analytical Summary -Groundwater: Oil Well Sites 65 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 Appendix C: Laboratory Report Appendix D: Preliminary Risk Assessment Report Questionnaire Appendix E: Letter: Oil Well Site Surety 11 1 1 1 1 I iv I EXECUTIVE SUMMARY 19 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 001-007, 001-008, 001-009, 601-018, 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 ' 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 sail 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 mg1L. 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. I The oil well sites havf 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. ' TRPM 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 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 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 [_I 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. LI vi I 1.0 INTRODUCTION In June 1995, Owen Ayres & Associates (Ayres Associates) was retained by the South l l Florida Water Management District (SFWMD) to perform a Phase I/Phase It l Environmental Assessment at the Hearn/Rex properties located in Collier County, Florida. These properties are part of a proposed SFWMD land acquisition for the 1 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. 2.0 OBJECTIVE The objective of the Phase 1/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; • reviewing land use history; • conducting a regulatory inquiry; performing a preliminary survey of the regional geology/hydrogeology; 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; ' and • interpreting the subsequent analytical results of the soil and groundwater samples. 1 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 It 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 1 a:msmrd%hearnrex.rpt JN: 30-0216.00 August 1995 evaluating the potential for soil and/or groundwater contamination within the proposed acquisition area. �i 4.1 BACKGROUND The Hearn/Rex properties are a proposed property acquisition by the SFWMD. The l�proposed acquisition includes approximately 2393.61 acres of land comprised of seven l tracts: Tract Number Prop>e[ty Owner County Acreage 001-007 Joyce P. Hearn, et al Collier 640 001-008 Joyce P. Hearn, et al 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 870.9 001-029 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, controls are known to be present in the Lake Trafford area. no perimeter 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:msworMhe arn rex. rpt JN: 30-0216.00 August 1995 1 I 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 1/II ' Environmental Assessment (June 19, 1995) on the seven tracts of land proposed for the acquisition. 1 The Phase I segment of the assessment included the standard Phase I Environmental • 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 ' Phase II segment of the assessment included soil and groundwater sampling 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 1/II ' Environmental Assessment (June 19, 1995) on the seven tracts of land proposed for the acquisition. 1 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, ' are voluminous. However, he stated that the EPA analytical methods employed as part 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., ' organophosphates, organochlorides, 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: msworftearnrex.rpt JN: 30-0216.00 Augusl 1995 I (.� 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 1 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 ' readily identifiable evidence of spills or leaks. The use of the AST is unknown, and it 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 on Ayres Associates 8 a:msword\hearnrex.rpt JN: 30-0216.00 August 1995 I ' is unknown. Recently, Mr. Crabtree has been overseeing cleanup of the disposal area. 1 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 consist of household4ype 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. 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 - 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 (Photograph 10). The area was not readily accessible during the site visit and the contents of the truck trailer, if any, are unknown. HUNTING CAMP NO. 2: TRACT 001-026 Hunting Camp No. 2 is located south of County Road 850 in Section 26 (Figure 4-3). ' 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. 1 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 ' unoccupied campsite area. These include (reference Photographs 11 through 13): • 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. A flatbed trailer also was observed in the area which holds two empty tanks 1 (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 indications that the transformer has leaked. An occupied wood -frame house is located in the second area of the campsite. The 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 16). Additionally, a large pesticide applicator was observed adjacent to the debris pile (Photograph 16). These two areas did not appear to present significant environmental concerns. A pole -mounted transformer was observed near the home and was clearly marked, "Non -PCB." ' Ayres Associates 9 a:msmrd%hearnmx.rpt JN: 30-0216-00 August 1995 h ni 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 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). i 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 27 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. Ayres Associates 10 a:mswordlheamrempt JN: 30-0216.00 August 1995 (DO I Observed site conditions at Pesticide Staging Area No. 1 included the following: • the presence of a portable toilet, • 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 ' ground at one area was covered with an unknown, crystalline -type substance (Photograph 23). Observed site conditions at Pesticide Staging Area No. 2 included the following: • the presence of a burn area and several areas of stressed vegetation (Photographs 124 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 preliminary vehicle reconnaissance, but were no longer present during the June 19, 1995 site reconnaissance. The contents of the drums are unknown. I 1 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 spill/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 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 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 anti -freeze containers were observed (Photographs 33 and 34). There was no readily identifiable evidence that the discarded debris has impacted the areas. Ayres Associates 11 a:msword%hearnrex_rpt JN: 30-0216.00 August 1995 OIL WELL SITES TRACTS 001-007 &001-018 The three oil well sites are located at the western -most limit of the proposed acquisition 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 ' piping, and the oil wells and associated apparatus. The following observations were made at the oil well sites: I 1 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 spill/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 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 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 anti -freeze containers were observed (Photographs 33 and 34). There was no readily identifiable evidence that the discarded debris has impacted the areas. Ayres Associates 11 a:msword%hearnrex_rpt JN: 30-0216.00 August 1995 r_j 4.3 PAST LAND USE W 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 i I Information concerning historical land use activities conducted on the property was I 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: V=400' Quality: Fair Ayres Associates 12 _ answorftearnrex.rpt JN: 30-0216.00 August 1995 r I 1 1 1 I 1 1 1 1 1 0 • 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:msmrd\hearnrex.rpt JN: 30.0216.00 August 7995 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): I 1 1 1 I 1 1 1 1 1 0 • 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:msmrd\hearnrex.rpt JN: 30.0216.00 August 7995 I Ayres Associates 14 a:msworftaarnmx.rpt JN: 30-0216.00 August 1995 @0 • The remaining portions of the tract are predominantly freshwater marsh, swamp, or wooded uplands. • A dirt trail runs from north to south through the center of the eastern half of the tract L from north to south. • No development is present at the current oil well #2 or #3 (i.e., permit numbers 1170 1 and 1199, respectively) located in the NW 1/4 of Sec. 33, T46S, R28E. • Abutting properties are predominantly undeveloped wooded and scrub uplands, swamp, or marsh with some fields cultivated for farming or improved pasture for ' cattle grazing. Lake Trafford. 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 001-026 (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. Ayres Associates 14 a:msworftaarnmx.rpt JN: 30-0216.00 August 1995 @0 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. 1 Tract 001-027 (includes all or portions of Sections 27, 26, and 35, Township 46 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 114 of the SW 114 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:msworftaarnmx.rpt JN: 30-0216.00 August 1995 @0 I ' 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. ' • 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. associated with hunt camp #1. 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): I I �' Ayres Associates 15 a:mswardu,earnrex.rpl JN: 30-0216.00 August 1995 • Several (approximately four) small buildings/structures are apparent at hunt camp #1 located in a partially wooded upland area in the NE 1/4 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. 1981 AERIAL PHOTOGRAPH REVIEW Source: Collier County Property Appraisers Office Scale: 1"=400' Quality: Good I I �' Ayres Associates 15 a:mswardu,earnrex.rpl JN: 30-0216.00 August 1995 I K Ayres Associates 16 a:msworJNheamrex-rpt JN: 30-0216.00 August 1995 Tract 001-007 (includes all of Section 28, Township 46 South, Range 28 East): W • 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. r 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. K Ayres Associates 16 a:msworJNheamrex-rpt JN: 30-0216.00 August 1995 Other than those referenced in the 1974 aerial photograph review, no readily identifiable LJ 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 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. 1 Tract 001-029 (includes portions of Section 35, Township 46 South, Range 28 East): ' 1985 AERIAL PHOTOGRAPH REVIEW Source: Collier County Property Appraisers Office ' Scale: V=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- , A) located in the SW 114 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:mswordlhearnrex.rpt JN: 30-0216.00 August 1995 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 1/4 of the NE 114 of Sec. 35, T46S, R28E) are developed with residential -type structures. A commercial -type building (identified in the field as Ing(es 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: V=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- , A) located in the SW 114 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:mswordlhearnrex.rpt JN: 30-0216.00 August 1995 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 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): 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 114 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. Ayres Associates Ir a: m swo rd %h a ar n rex. rpt JN: 30-0210.00 August 1995 EV • 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 114 of Sec. 33, T463, 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 114 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. Ayres Associates Ir a: m swo rd %h a ar n rex. rpt JN: 30-0210.00 August 1995 EV I 1Q) Ayres Associates 19 a:msword\hearnrempt i JN: 300216.00 August 1995 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 36, Township 46 South, Range 28 East): LI • 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. 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 114 of Sec. 28, T46S, R28E; however, no equipment or structures are apparent. • A residential structure is located on abutting properly 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 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 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 1 environmentally impact the project area during this time. I 1Q) Ayres Associates 19 a:msword\hearnrempt i JN: 300216.00 August 1995 [1 ( Tract 001-018 (includes all of Section 33, Township 46 South, Range 28 East): w • New development on the tract is evident between 1985 and 1989. ' Rectangular -shaped clearings are apparent at current oil wells #2 and #3 (Le,, ' permit numbers 1170 and 1199, respectively) located in the NW 114 of Sec. 33, T46S, R28E; however, no equipment or structures 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 001-026 (includes portions of Sections 26 and 35, Township 46 South, ' Range 28 East): • No new development on or abutting the tract is evident between 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 ' 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 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. ' • 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 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 during this time are apparent. Ayres Associates 20 a:mswordlhearnrempt JN: 30-0216.00 August 1995 1993 AERIAL PHOTOGRAPH REVIEW Source: Collier County Property Appraisers Office Scale: 1"=400' ' Quality: Good Ayres Associates 20 a:mswordlhearnrempt JN: 30-0216.00 August 1995 II ' Tract 001-007 (includes all of Section 28, Township 46 South, Range 28 East): • New development on the tract is evident between 1989 and 1993. e 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. 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 1989 and 1993. 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 1989 and 1993. There are no readily identifiable land use activities which had the potential to ' environmentally impact the project area during this time. I 11 I 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 oil wells #2 and #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 36, Township 46 South, Range 28 East): • 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 boundary between Secs. 26 and 35, T46S, R28E. Ayres Associates 21 a mswordlhearnrexspt JN: 30-0216.00 August 1995 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 an 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 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 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 19506 while others were shown to have been ditched sometime between the 1956 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 Ayres Associates a: msworcifta rn rex. rpt JN' 30-0216.00 August 1995 I ' 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 114 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, T468, 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 ail 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 1 or roads are shown on the tract. ' 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-mmordlhearnrempt JN: 30-0216.00 August 1995 I I r IF 1 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 wmsword1hearnrempt JN: 30-0216.00 August 1995 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 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 PM 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. I r IF 1 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 wmsword1hearnrempt JN: 30-0216.00 August 1995 I ' 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 L -I 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 III 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 Notirication 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. 1 1 1 1 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:msworfteamrex.rpt JN; 30-0216.00 August 1995 I ' 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 ' Coordinator with the Florida Department of Protection (FDEP)-Bureau of Geology, were reviewed. 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 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 a:msworcllheaM rex.rpt JN: 30-0216.00 August 1995 Stationary Tank Inventory System List (STI 02) -- is a state database that identifies those facilities or locations that have registered aboveground and/or underground storage tanks. No stationary tank facilities were identified within one mile of the proposed acquisition �l area. The STI 02 list was dated May of 1994. 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 lJ handling of. hazardous wastes. No GMS 10 facilities were identified within one mile of the proposed acquisition area. 1 Ll 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 ' Coordinator with the Florida Department of Protection (FDEP)-Bureau of Geology, were reviewed. 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 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 a:msworcllheaM rex.rpt JN: 30-0216.00 August 1995 I I I I I C1 11 I I I I 1 I I I 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. Off Well #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. 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., Aquihox) 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 W. 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 wrnsworcilheam rex. rpt JN: 30-0216.00 August1995 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 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 IN 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 H a:msworiAheamrempl JN: 30-0216.00 August1005 r Collier County lies within the Southern or Distal Physlographic 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 answordlhearnrex.rpl JN: 30-0216.00 August 1995 • 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 Ofce -- 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 L 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 4.5.1 Geology Collier County lies within the Southern or Distal Physlographic 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 answordlhearnrex.rpl JN: 30-0216.00 August 1995 D 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 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 ovedies 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: msworMhearnrempt JN: 30-0216.00 August 1995 L1 Based on the findings of the preliminary vehicle reconnaissance conducted by the ' 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 and younger sediments 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 a 0 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 dolosill, 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: mswordmearnrempl JN: 30-0216.00 August 1995 a 0 h ■ 1 #880993G). The following sections discuss the details of Ayres Associates' soil sampling activities. 4.6.1 Cattle Dipping Vat SOIL SAMPLING 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. 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) 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-SBS, 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. 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, 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. Soil samples collected from boreholes HRCV-SB1 through HRCV-SB5 were submitted for analyses by the following EPA Methods: • EPA Method 8080 (Organochloride pesticides); and • EPA Method 7060 (Arsenic). Soil samples collected from boreholes HRCV-SB6 through HRCV-SB9 were submitted for analysis by EPA Method 7060 (Arsenic) only. ORGANIC VAPOR SQL SCREENING In 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 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 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). 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:msword\hearnrex.rpt JN: 30-0216.00 August 1995 r �i HRCY-582 HRCV-TWZ GRIPIT % I((I -� CATTLE DIPPIN POTA WELL ` HRCV-SBf%j l � NRCV-5B4 WOODEN FENCE ' HACV-H HRCV-5% %-SB3 A x CATTLE H-TW3 I HRCV- AHRCV-TW5 ` HRct'-seB/ CATTLE PEN u r HRCV-SBI ITRCV-TWI x x HRCV SB9 Po! E BARN W/ POUE ZE SHCOT AREA r GAT£ � x 500 GAL. TRAILER MOUNTED STEEL TANK LJ CVMA-5B6 a CVMAA-SBO CVMA-SB3 r CVMA-SB2 CVMA-S89 CVMA-SBI MAINTENANCE uA-S 5 TRucx AREA POLE 4 BARN CVMA B4 LEGEND FREEZER OFENCE LVMA SBB SOIL BORING/TEMPORARY MONITORING ENGINE WELL LOCATION SOIL SAMPLING LOCATION —POLE CATTLE DIPPING VAT LVMA-SBT BARN SOIL VAPOR BORING LOCATION CATTLE DIPPING VAT MAINTENANCE AREA POTABLE WELL ' r INFERRED REGIONAL l GROUNDWATER FLOW DIRECTION SCALE: /" QO` veoj0 T 02 Duvet By, o.TE. NEARN/REX PROPERTIES FIGURE: Phase 7/Phase Environmental Assessment CIED D7//9/95 -U A�M/���( /" . \ES C.floO BY, .0711 C. an 07/19/95 CATTLE DIPPING VAT AND 4-5 r � �•vvaovco OVEO MAINTENANCE AREA •/-•J, ' ASSOCIATES En oala C011ier County, Flofid0 �i nnn I 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. 4.6.2 Cattle Dipping Vat Maintenance Area •� �� •�- • 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 (HRP81-SBI 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 HRPSI-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-SBI, and soil boring HRPSI-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:mswordlnearnrex.rpt JN: 30-0216.00 ' August 1995 i i i 4LU v m v � J rid, Q 60 El U) 0 wa O wJ CL LL p Z X w O � U Z � J Q J wO = U N v m v � v m Z a v o O ql O m O pl O U U U E E y U fD U (O U (O N U m — N — ltl _— N O O O N m N m N m z 3 z 3 z 3 F" ff W Z a 0 w W E� w j 4 tL 0 W H E 000000 LL Z m LU LLZ d k u ¢ w N 0 O O Z* m m m m m m m m m w u wwC9www w 0 J 4 u U U U U U U U U U ga aaaaaaa a a V) I 1] 1 1 ' N N W N J ii a ao w� �O W LL da.z X WO W U zCK W a =� J W O = U rn m N N O a O a > 0 m > v n v z Z m ro m W v � m O o E o a 2- 0 o a n o n o n M Z � H W p o V Z 4 0 W W y o C o J C LL 0 W w Fp M O N D O O n ZZ ZZ-ZZZ- LL z d W � � J � m axv y w o a ci j3 Z d W a to tocn��cnmcncnN J Q ,� zzzzzzzzz� �J I LEGEND TEMPORARY MONITORING WELLS AND SOIL BORING LOCATIONS AYRES ASSOCIATES nnn waHEARNIREX PROPERTIES 300-0022 !6.00 eAW° eYi o°TT Phase 7/Phase A Environmental Assessment cAoo o ir9i95 PESTICIDE STAGING AREA "I 1NCCxEe exp G°Tf• C. Hamillon 07/79/95 Collier County, Florida iP II Oe lEi m1du3o Mel r • 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 answordVioarnrex.rpt JN: 30.0216.00 August 1995 • EPA Method 8010 (volatile organic halocarbons); rEPA 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 answordVioarnrex.rpt JN: 30.0216.00 August 1995 BURN AREA HRPS2-TW2 FIELD Q5 HRPS2-BWI HRPS2-S6I J EQUIPMENT STORAGE AREA W1 SMALL AREAS OF SIRES VEGETATIOII(/N AND STAINING 1 STRESS VEG. I= & STAINED SOIL rc O SUITH CANAL HRPS2-SB7 i HRPS2-TWJ 4 1 LEGEND MAIN ROAD HRPS2-567 SOIL BORINGITENPORARY MONITORING HRPS2-TVI WELL LOCATION SCALE, p' = /00.' PROJECT NO., 30-0216.00 HEARN/REX PROPERTIES Phase I/Phase II Environmental Assessment FIGURE: DRAWN BY, DATE, iASSOCIATES L ES cKED 95 PESTICIDE STAGING AREA •2 Collier County, Florida _ NECKED BY C, HomlNon07/19195 DATE. DAIS. TP -PROVED BYE DAjE. The 21 soil samples (seven per site) were submitted for analyses by EPA Method 9073 (total recoverable petroleum hydrocarbons-TRPH); however, due to a miscommunication with the laboratory, soil sample HR0W2-SB6 was not analyzed for TRPH. Instead, the sample underwent analyses by EPA Method 6060 (organochloride ' pesticides) and EPA Method 7060 (arsenic). Ayres Associates 40 a:mswordUtearnrex.rpt JN: 30-0216.00 August 1995 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 Pesticide Staging Areas No. 1 and No. 2. 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), FAG. 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 composited by quartering and mixing the soil in a stainless steel bowl with a stainless resultant measurements for both areas were appropriately recorded, and a tabulated summary is presented in Table 4-3. ' with Ayres Associates' CompQAP. All samples were inventoried on the chain -of - custody documents for delivery to the laboratory. 4.6.4 Oil Well Sites The 21 soil samples (seven per site) were submitted for analyses by EPA Method 9073 (total recoverable petroleum hydrocarbons-TRPH); however, due to a miscommunication with the laboratory, soil sample HR0W2-SB6 was not analyzed for TRPH. Instead, the sample underwent analyses by EPA Method 6060 (organochloride ' pesticides) and EPA Method 7060 (arsenic). Ayres Associates 40 a:mswordUtearnrex.rpt JN: 30-0216.00 August 1995 SOIL SAMPLING Three oil wells are located within the western portion of the proposed acquisition area. ^ 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 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 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. 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. 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 - custody documents for delivery to the laboratory. project The 21 soil samples (seven per site) were submitted for analyses by EPA Method 9073 (total recoverable petroleum hydrocarbons-TRPH); however, due to a miscommunication with the laboratory, soil sample HR0W2-SB6 was not analyzed for TRPH. Instead, the sample underwent analyses by EPA Method 6060 (organochloride ' pesticides) and EPA Method 7060 (arsenic). Ayres Associates 40 a:mswordUtearnrex.rpt JN: 30-0216.00 August 1995 1 1 1 Q W � � O w ,Ji °aF- p Z X W O � U Z LU a� J = O U LO rn N Z ❑ w a Ic Q) z uj c� 0 Q U.1 0. U N N p U U Z U Z a > > a rn w cw C CO A G rn A m m O ON U E U N C w E d b w o o m Z 4 m o ❑ N d a LU N m z 3 U s z z 3 F - Ul a o 0 Z n LL ❑ ❑ LU a LU rn N H a o00 J q Z z Z LL LL z 7 d w w :6 UJ 0 CL x v Z � a 3 Q o LL � w z ❑ o D Z a w m mm u (n mn m J IL LL (L s d 3 co r z Q CL w �❑o U O� U N N p U U N U Z a > > a rn w OC N CO A G rn A m m rn d ON U E E N C m d b w o o m m o — m N d a a N m z 3 z z z 3 F - w y o 0 Z n ❑ a LU rn N n � J LL ❑ w UJ 0 Z Q LL z D v wa J :° (L s d 3 U) r z Q CL w �❑o O� Z m m m 2 Lu 2 co (n IQ Q J rn N N N N v � maw N T N � KNXJ GAL. PROPANE TANK SHED OAY SEPARATOR _ ❑ TRANSFER PIPING — GRASS OIL WELL PUMP JACK TANKS WELL HEAD HRONI 81 CLEAN LCONTAM/NAT FILL STOCKPILED 501L HRAY 5@2 4 X 400 BBL - 2 A5Ts TRANSFER QOp� GRASS ♦ i PUMP HRON!-S87 5 C. Homillon 07/19/95 ASSOCIATES PPRDVED Y. DATE,. SK 1.000 HEARN/REX PROPERTIES FIGURE: Phase I/Phase U Environmental Assessment OIL WELL LOCATION •I p Collier County. Florida U TRANSF! ♦ PIP HROW!-SB4 V O H HROWI-S86 HROWI-TW1 b LEGEND BERM HROWI-SBI ♦ SOIL WRING'LOCATION 4 HROWI-TWI TEMPORARY MONITORING WELL LOCATION PROJECT SCALE: to = 50' NO., 30-02/6.01 ORA" 0Y, DATE. CARD 07X1. DECKED DY, DATE. HRON!-S87 5 C. Homillon 07/19/95 ASSOCIATES PPRDVED Y. DATE,. SK 1.000 HEARN/REX PROPERTIES FIGURE: Phase I/Phase U Environmental Assessment OIL WELL LOCATION •I p Collier County. Florida U f'1 Ij I HROW2-SBT 4 LEGEND BERN HROW2-SBI A SOIL BORING LOCATION HROW2-TWI & TEMPORARY MONITORING WELL LOCATION SCALE, /„ = 50' /11REr7 ASSOCIATES HROWZ-566 HROW2-TWI OJECT ND., 30-0022 /6.00 HEARN/REX PROPERTIES 30 CA R'' D"TPhase I/Phase II Environmental Assessment cnoo 071%ies OR- WELL LOCATION `2 :rxED ars oaTE. MBnD7/l9/95 'ROVED ED DTA DPTE� Collier County. Florida FIGURES 9L 4x400— BBL AST$ SEPARATOR PROPANE TANK CONTAMINATED STOCKPILED OIL WELL SOIL PUMP JACK AOUINOX TANKS 'ER ----�_ �----WELL HEAD CLEAN fILL -TRANSFER PUMP HR0W3-SBD A HROW3-rWI HROW3-S97 LEGEND BERM HB0193-SB/ A SOIL BORING LOCATION 14ROOWJ-TWI TEMPORARY A10WORING WELL LOCATION AREA OF SPILLED CRUDE OIL PROJECT xo.: 30-0216.00 HERRN/REX PROPERTIES FIGURE: DRAWN BY. DATE. Phase I/Phase II Environmental Assessment CADD W119/95 AME��� FIFE Eo Rr� DATE, OIL WELL LOCATION 63 "E C. Hamilton 071119 Collier County, Florida 4-10 ASSOCIATES PPR VEU ST. UATEi i� I 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. ' Ayres Associates 45 a:mswardlhearnrex.rpt JN: 30-0216.00 August 1996 f , e 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, 1895 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:mswardlhearnrex.rpt JN: 30-0216.00 August 1996 f , e TABLE 4-4 ORGANIC VAPOR SOIL SCREENING - RESULTS HEARNIREX PROPERTIES COLLIER COUNTY, FLORIDA OIL WELL #1- JNNF 19. 7905 SAMPLE NO. (Sae Fl9ere4-a) SAMPLE DEPTH (ft) (iverwatar. table) UNFILTERED FILTERED ppm ppm NET ppm COMMENTS HROW1-SB2 1 NO' DEPTH (ft) HROW1-S132 1 ND COMMENTS 5ROWI-S83 1 ND HROW1-SB4 1 NO 1 HROWISBS 1 110 110 0 No petroleum related vapors. 11ROW7.13136 Ns +- No soil screening contlucled, Waterat around surface. HROW S-SB7 NS HROW3-SB3 No sdlscreening conduded, 1-al.r.1, ground surface. "NS.' na samplelbrorgank vapesdJ uiaeneg Sampla cdledetl @ 0.2 h. brfaDarafory analyses orxy. OIL WELL #2 - JUNE 20. 1995 SAMPLE NO. (See Flgure 44q SAMPLE DEPTH (ft) (WGo(walertable) UNFILTERED FILTERED ppm ppm NET ppm COMMENTS HROW2SBI 1 NO' DEPTH (ft) HROW2-SB2 1 ND COMMENTS HROW2-SB3 1 ND ;��960 HROW2-BB4 1 ND 1 NROW2-SB5 1 >1000 40 40ppmolpegolaum-relatedvapors. HROW2-SB6 NS" +- No soil screening conduclel, water at ground surface. HROW2-SB7 NS HROW3-SB3 No sail screening conducted, watarat ground svrfaca. "NS: not sampleRbregank mporsoil screening Sampfemilet(ed@P2n brlabwalaryarulysesonly OIL WELL #3 - JUNE 20. 1995 SAMPLE NO, SAMPLE UNFILTERED FILTERED NET (Sea Flgure 4-10) DEPTH (ft) ppm ppm ppm COMMENTS (tap o/waterlabls) HROW3-SB1 1 420 1 420 0 No pekdwm related vapors. HROW3-SB2 1 960 960 0 Naebdeum-e p r toted vapors. HROW3-SB3 NS" No son screening conducted, Mier -16Inches bgs. HR0W3-SB4 1 400 100 300 300 ppm of pelroleum-relaled vapors. HROWM85 1 30 30 0 No peOaleumrelaled vapors. HROW3-586 NS No soil screening conducted, water at ground surface. HROW3-SB7 NS No soil screening conceded, water at ground surface. "N5 nd sampledbrorpank vapesail srxeniy. Semple cdlec(etl @Q14. bna0oralary analyses only 1 CA0 11 GROUNDWATER SAMPLING n On June 23, 1995 groundwater samples were collected from the five, shallow temporary monitoring wells (HRCV-TWI 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. 1 I- Prior to sample collection, the temporary monitoring wells were purged of at least five r well volumes to ensure that groundwater samples would be representative of the E aquifer. The groundwater samples were then collected using a teflon bailer and f 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 TEMPORARY MONITORING WELL INSTALLATION 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-SBI through HRPS2-SB3 and HRPS2-BW1) were converted into temporary 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, i 1 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-TV113 and HRPS2-BW1). ' 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:mswarditarnrex.rpt JN: 30-0216.00 August 1995 i 1 ISI • EPA Method 8150 (chlorinated herbicides). 4.7.3 Oil Well Sites 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 TWA (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 HROWr1-TW2, HROW2-TW2, and HROW3-TW2 for each site, respectively). The downgradient temporary monitoring wells (TW -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 logs 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. Ayres Associates 48 a:msW0rd%heamrex.rpt JN: 30-0216.00 August 1995 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 (organochlodde pesticides and PCBs); • EPA Method 8100 (polynuclear aromatic hydrocarbons) a EPA Method 8140 (organophosphate pesticides); and • EPA Method 8150 (chlorinated herbicides). 4.7.3 Oil Well Sites 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 TWA (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 HROWr1-TW2, HROW2-TW2, and HROW3-TW2 for each site, respectively). The downgradient temporary monitoring wells (TW -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 logs 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. Ayres Associates 48 a:msW0rd%heamrex.rpt JN: 30-0216.00 August 1995 I IGROUNDWATER 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-T1N2). ® 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 1111 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, Ayres Associates 49 a:mswordlhearnrex.rpt JN: 30-0216.00 August 1995 O G� I • two house trailers, Will • dog pen structures, and • one abandoned house/shed and its contents. HUNTING CAMP NO, 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 II ENVIRONMENTAL ASSESSMENT RESULTS The following sections present the results of our Phase I I 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-SBI through -S135 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 axnsworMhea rnrez. rpt JN: 30-0216.00 August 1995 I ' concentrations above the MDL also indicated the presence of arsenic. The identified - arsenic concentrations range from 0.899 mglkg 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 iimmediate 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 µg/l- , 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 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-TW3, 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 mg/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-S63 and -SB10. The net OVA Ayres Associates 51 wmswordthearnrex rpt JN: 30-0216.00 August 1995 I I I I I I I TABLE 5-1 CATTLE DIPPING VAT ANALYTICAL SUMMARY - SOIL JUNE 22 & 23, 1995 HEARN/REX PROPERTIES COLLIER COUNTY, FLORIDA SAMPLE NO.EPA (See Figure 54) 8080 (Pesticides) EPA 7060 (Arsenic) mg/kg mg/kg HRCV-SBI 643 -toxaphene 0.899 HRCV-SB2 655 -toxaphene ND' HRCV-SB3 4300 - toxaphene 112 HRCV-SB4 56.4 - toxaphene 17.7 HRCV-SB5 244 - toxaphene 20.8 HRCV-SB6 NA" ND HRCV-SB7 NA ND HRCV-SB8 NA ND HRCV-SB9 NA ND CV-DUP (HRCV-SB4) 161 - toxaphene 17.5 Regulatory Guidance for Soil Cleanup Toxaphene Arsenic 6 mg/kg'** 5 mg/kg`"' 'ND: below the laboratory method detection limit. "NA: the sample was not analyzed by the noted EPA Method. —Assumes a "Restricted 1"land use scenario (Woodward -Clyde, 1995). 1 r r " = 30' /BYRES ASSOCIATES HRCV-SB2 x x TOXAPHENE uq/kq = 655 ARSENIC /k = ND X HRCV-SB6x x TOXAPHENE ug/kg = NA ARSENIC /k NO WOODEN FENCE HRCV-SB4 . x HRCV-S@ TOXAPHENE ug/Xq 56. I - TOXAPHEN uq/kq = NA ARSENIC /k 17.7 H -SB3 ARSENIC /k • NO GATE HRCV-SB5 AkEd TOXAPHENE ug/kg = 244 ARSEN/C mq/kg '. 20.8 HRcv-sat . TOXAPHENE ug/Ag = 643 - nacruir xi, = n R« RSE tNt ug/kg = 9J ARSE C m /k 112 . X HRCV-SB6 GATE . CATTLE PEN AREA LEOENO x FENCE A SOIL SAMPLING LOCATIONS UCATTLE DIPPING VAT AREA ND BELOW LABORATORY METHOD DETECTION LIMITS NA SAMPLE NOT ANALYZED FOR NOTED PARAMETER Phase I/Phase U Environmental Assessment FIGURE: Collier County. Florida CATTLE DIPPING VAT _ I Soil Sampling Locations with Analytical Results I I I fl 11 on TABLE 5-2 CATTLE DIPPING VAT ANALYTICAL SUMMARY - GROUNDWATER JUNE 22 & 23, 1995 HEARN/REX PROPERTIES COLLIER COUNTY, FLORIDA SAMPLE NO.EPA (See Figure 5.2) 8080 (Pesticides) Ug/L EPA 7060 (Arsenic) mg/L HRCV-TW1 ND* 0.68 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 (HRCV-TW4) 11 229 -toxaphene 4.86 1 *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 tMCLS�. Arsenic (As) = 0.05 mg/L Toxaphene = 3 ug/L I 1 1 I 11 2 c SCALE: L — SK 1.000 Ak HRLV-TW2 x x TOXAPHENE vq/L = ND ARSENIC IW/L- 0.239 �x x� r HRCV-POTW NE uglL = MID = 0.092 x HRCV-SB4 x 'HENS �.q/L,= 2/6 } PIC m /L 02.l6 N -TWJ % ARS NCENE uq/L_= 11161 HRCV-TW5 x HRCV-1 GATE CATTLE PEN AREA LEGEND x� FENCE ® TEMPORARY MONITORING WELL LOCATION POTABLE WELL ® CATTLE DIPPING VAT AREA WOODEN FENCE NO BELOW LABORATORY METHOD DETECTION LIMITS HEARN/REX PROPERTIES 1" = 30' PROJECT 0216.00 Phase I/Phase E Environmental Assessment FIGURE: DRAWN RY, "'RE Collier County. Florida CADD 07/19/95 CATTLE DIPPING VAT /��\/�� cx[ckeo ars onto /.ORES C.Hamilfan07/19/95 Groundwoler Sampling Locations—� ASSOCIATES "P OYEO 6Y:O41E1 with Anolvticol Results IF measurements for these samples were 3 ppm and 4 ppm, respectively. These organic 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. ' 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 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 I 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 µg/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 8D1018020) were identified in Ayres Associates 56 a:mswardMhearnrex,rpt JN: 30-0216.00 August 1995 0110 I I 1 1 11 M LO LU J m F -- J N w LO 0 O {2T)(LlL ccqo O U) aZ nX:3 UO W� Z Z W J W J a = O Z U a w Q) 2 C7 ti y W U ti W 4 0 0 00 °i00000 3: F-�p)ZZzzz LU a.Q w w 0 N O O 0co E a 2 D Y O coo z z z �z Q x a U LU LU G � a (L (L LU 0 r 0 v Opp z z z z z x� w Q CL LU O co 0 00 0 0 2 cl 00 0 0 p�zzzzz w Z3 a LU O z mmm3 Lu m nmvmm �����Naa.� m o 62 (if a _ Q N = = 2 = U) I r 1 t O y ,Y SCALE: w ' SK 1.000 LEGEND AL SOIL BORING Lo ArioNs NO BELOW LABORATORY METHOD DETECTION LIMITS !" = tOO, 30-0/6.00 Phase ]l Phase R Environmental Assessment FIGURE: 2 DRAM or, GATE. Collier County, Florida CKED DATES 95 PESTICIDE STAGING AREA "I A s C. Hamillan 07/19/95 Soil Sampling Locations 5-3 3 ASSOCIATES APPROYED vi FATE will? Analytical Results FIELD A, HRP52-60 CHLOROFORM 5.1I D9/kg BORN AREA NORTH CANAL HRP52-SB2 HRPS2-SBI MARSH AREA ND NO v L!C EOVIPMENT STORAGE AREA W/ SMALL AREAS OF STRESSED VEGETATION AND STAINING - / o W 1fl / HRPS2-SB7 ND SCALE, I" = �/01000� A55"m S OCIATES 000 & STAINED SOIL MAIN ROAD with Analytical Results LEGEND A SOIL BORING LOCATIONS NO BELON LABORATORY METHOD DETECTION LIMITS HEARN/REX PROPERTIES R 30 0216.00 Phase IlPhase II Environmentol Assessment Collier County, Florida FIGURE: TRAM RYA DATE, CADD 077!9/95 PESTICIDE STAGING AREA 12 i/ tNECNEO BY. DATCi C. Hamiltot,07119/35 Soil Sampling Locations ..__.L./L 5 RDVED 61,DATE. with Analytical Results I ' 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 Well 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 r Ayres Associates 60 a:mswcrd%hearnrex.rpt JN: 30-0216.00 August 1995 samples collected from HRPS1-TW3 (area No. 1) and from HRPS2-TW1, -TW3, -BW1, y 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. Methyl4ert-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_ (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 1 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 Well 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 r Ayres Associates 60 a:mswcrd%hearnrex.rpt JN: 30-0216.00 August 1995 F 1 1 1 1 1 1 1 1 1 1 1 1 1 w LU '" Q co 0 w0 z ::) 'n p O Ca7P0.LL 00 �`"a~ ,6 z �LlIwOU W LU J W J U = O � U J Q Z Q W _z Q LUQ W a N W QY /_z� V LUQ U F_ LU EL 0 Q � a a x 00 U a N ❑ w I a1 K d_ O\ I p � p m 0 0 O D❑ F-. �Fzzzzz mph ¢ li W FlfLLI N C m c u m N J IA LL N K w Q es- X F2 2 F °1 a LU 0 CN w C C � C O r T x K X O LU 00 N j �o o FED - Ozv d O w L ? J V 3 Q L IL C0 N w O Lo coco 0 �r co --j ❑ 0 0 0 0 0 O j z z z z z 2 LU W Q LU LU o a o 00 O _ ❑❑❑ F. z z z z z LU IL W m,-. w 2 O J m NN N N a N d LL U) U) U) W :D 0 a d a a o a v 0,z Q U) Fv � a a x I 2 U a N J Q w I a1 K d_ 3 F I p � p m m C J mph ¢ li FlfLLI N C m c u m N J IA LL N K w O es- X F2 2 F °1 I k Y ,e ' SK 1.000 MAIN ROAD LEGEND B TEMPORARY MONITORING WELLS ND BELOW LABORATORY METHOD DETECTION LIMITS l" = 100' " Phose I/Phase II Environmental Assessment FIGURE: 30-02/6.00 DRAWN BY: ' Collier County. Florida CADD 07/19/95 p�/�� BE rcLo Br: oABE PESTICIDE STAGING AREA "1 A C C. HOMillon 07/19/95 Groundwater Sampling Locations 5-5 ASSOCIATES APPROVED BTF BATEI with Analytical Results ■ = TEMPORARr MONITORING 1 WELL LOCATIONS 1 3 c HERRN/REX PROPERTIES BURN AREA 1 Phase I/Phase E Environmental Assessment Collier County, Florida FIGURE, )RAIN BY, WE: w 07/19/95 t /^ HRPS2-TW2 :RECKED DYE DA E, ND 1 = TEMPORARr MONITORING WELL LOCATIONS NO BELOW LABORATORI METHOD DETECTION LIMITS 3 c HERRN/REX PROPERTIES 1 Phase I/Phase E Environmental Assessment Collier County, Florida FIGURE, )RAIN BY, WE: w 07/19/95 PESTICIDE STAGING AREA '2 /^ :RECKED DYE DA E, CPROVEDYI rc Groundwater Sampling Locations V IPPRDVED DYi GPTE� N with. Anolvtical Results SCALE: MP�t00C RES ASSOCIATES S !. FIELD HRP52-RWI 70LUENE - l.49 uq/L J EQUIPMENT STORAGE AREA W/ SMALL AREAS OF STRESSED VEGETATION AND STAINING I MAIN ROAD MARSH AREA w[ M HRP.SO-TWJ TOLUENE -5.55 oq/L XYLENES - 3.66 u0/L & STAINED SOIL 0 W LEGEND TEMPORARr MONITORING WELL LOCATIONS NO BELOW LABORATORI METHOD DETECTION LIMITS HERRN/REX PROPERTIES rtod T 300-0022 16.00 Phase I/Phase E Environmental Assessment Collier County, Florida FIGURE, )RAIN BY, WE: CARD 07/19/95 PESTICIDE STAGING AREA '2 /^ :RECKED DYE DA E, CPROVEDYI DATE. 95 Groundwater Sampling Locations V IPPRDVED DYi GPTE� with. Anolvtical Results I 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- S136 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 A 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. Po Ayres Associates 64 a: mswordlhearnrex.rpt JN: 30-0216.00 August M5 A ro 0 0 a u a a a J crdtn U) w 0 Lu �a)Wo Lo m p LL LL w M n wJJNaz U) L1.x J --�N X 7 UJ OU o OI °'y ppop$Mr pQ EUJ Q 6 J W Z W 0�zzzzmNM p M p o O J' WJ a N in NM _ z O - Z � Q ro 0 0 a u a S a a crdtn N O M n L1.x QQQ o OI °'y ppop$Mr pQ Q 6 p 0�zzzzmNM M p o O Z N in NM M - Z Z 2 w LUcW G a Q a 0 - w LU W Q Q Q Q M Q Q Z Z Z'"�Mmmmmmm W y W to I? 19> fn W0 C>? o n v O p 0 o 0 o 0 0 o 0 o p a v a'S w w w CCS ��=i=zzzi x N S a crdtn N O L1.x QQQ Q Q zzzz pQ Q 6 p M p o O Z N in NM M - Z Z 0. LUcW G Q 0 - LU W Q Q Q Q M Q Q Z W y 1?> fn M 19> fn (?>n C>? rn n D no < o 0 o o 0 o o 0 o 0 o 0 o p a v a'S w w � CCS d'd' x N N kY v U N O L1.x QQQ Q Q zzzz pQ Q �zzz 0 m 0 m a 0. LU U C d rya S, Q Q Q Q M Q Q ornZzzzz�zz a N n a w Y a M h Oz z z z Z V S w ILa w W Q N Z m m m m m m m m W y VJ Vi (fJ N (n NN 3 o IL ;� W p rc v N w S 2 M S S M M 11 1 I 0/W SEPARATOR 4 X 400 BBL ASIS A A HROWI-586 HR01WI-SB7 TRPH 13,8 mg/kg TRPH ND SCALE: /° = 50' QSSES OCIATFS SK 1.000 LEGEND BERM A SOIL BORING LOCATIONS NO BELOW LABORATORY METHOD DETECTION LIMITS HEARN/REX PROPERTIES DJECT NO.,30-0216.00 Phase I/Phase II Environmental Assessment Collier County, Florida FIcuRET pWN BTS DAIE CARD 5 OIL WELL LOCATION •1 E11, BYE OAIE DAIE� ., futon 07/19/95 Soil Sampling Locations 5-7 'ROVED BYE DATE. with TRPH Cananntrntinns lCONTAMINATED HROWZ-SB4 STOCK`PIILLEE�D�\/) ROAD ♦ RPH ND SOfL `/ 4 HROW2-SBJ 2 62 3 ♦TRPH ND HROW RPH ND 4 X 400 BBL TRANSFER ♦ 2 ASTs -� PUMP 1 GRASS HROW2 SB5 HROW2-SBI [Tf PH 376 Lmq k RPH ND TRANSFER PIPE CLEAN FILL v OIL WELL PUMP 0/LAVATER JACK J SEPARATOR TANKS WELL HEAD PROPANE TANK ♦ ♦ HROW2-S87 HRON2-S86 TRPH 37 MlkglTRPH 23 /k x LEGEND BERM _ ♦ SOIL BORING LOCATIONS ND BELOW LABORATORY METHOD DETECTION LIMITS HERRN/REX PROPERTIES scaLE: / = 50' PROJECT 30- 02!6.00 Phase ]/Phase II Environmental Assessment FIGURE: 0""0" ""Y Collier County, Florida CADD 07ils�ss OIL WELL LOCATION `2 [gECI(EO gYs UAi Ei 5 C. HOMWOli07/5/95 Soil Sampling Location —`-' ASSOCIATES FPROVED 6Yi DAYEI with TRPH Concentrations 1n 9 I r r r r 0 4 x 400 RBL AST$ I 01W SEPARATOR NDPH � r SK HROW3-SB6 2.73SEm/k MRES ASSOCIATES PROPANE TANK CONTAMINATED STOCKPILED OIL WELL SOIL PUMP JACK AOUINOX TANKS -ER �-+—WELL HEAD CLEAN FILL -TRANSFER PUMP HROW3-SB7 TRPH ND LEGEND BERM SOIL BORING LOCATIONS AREA OF SPILLED CRUDE OIL NO BELOW LABORATORY METHOD DETECTION LIMITS HEARN/REX PROPERTIES RoJECNO­ 3OT 0216.00 Phase I/Phase E Environmental Assessment Collier County, Florida F I GUREi �E, SOlt WELL LOCATION `3iE/ n7//9/95 ]RAM4BY. TE,- Soil Sampling Locations .CJITE. with Analvflcot Results 11 1 r 1 1 1 0 TABLE 5-6 OIL WELL SITES ANALYTICAL SUMMARY - GROUNDWATER JUNE 21, 1995 HEARN/REX PROPERTIES COLLIER COUNTY, FLORIDA OIL WELL #1: TRACT 001-007 SAMPLE NO. (See Figure 5-10) EPA METHOD 418.1 (TRPH) mg1L HROW1-TW1 ND" HROW1-TW2 ND 'NO: below laboratory method detection limits OIL WELL #2: TRACT 001-018 SAMPLE NO. (See Figure 5-11) 7EPA METHOD 418.1 (TRPH) mg1L HROW2-TW1 ND HROW2-TW2 ND DUP #3 (HROW2-TW2) ND OIL WELL #3 TRACT 001-018 SAMPLE NO. (See Figure 5-12) EPA METHOD 418.1 (TRPH) mg/L HRW03-TWi ND HROW3-TW2 ND NO FURTHER ACTION CRITERIA, CHAPTER 62-770 FAC: TRPH = 5 mg/L I r I \J 1 CONTAMINATED STOCXPILED ROAD SOIL � 4 3 d X 400 BBL TRANSFER 2 A5T5 PUMP 1 GRASS TRANSFER PIPE - CLEAN FILL HROW2-7W2 TRPH ND OIL WELL PUMP OILIWATER JACK SEPARATOR OUfNOx TANKS WELL HEAD PROPANE TANK HRON2-7Wl TRPH ND LEGEND BERM _ B TEMPORARY MONITORING WELL LOCATION NO BELOW LABORATORY METHOD DETECTION LIMITS ' HEARAVREX PROPERTIES SCALE; 1" = 501 PROJECT RO., 30-02!6.00 Phose f/Phose 77 Environmental Assessment FIGURE, U"a RYA DATES Collier County. Florido CAOD 07/!9/95 MMES CR EO 8Y Wl, OIL WELL LOCATION 12 5-11 /� C. HamiRan07/19/95 Groundwater Sampling Locations Sampling ASSOCIATES PPROYED BTS DPT£ with TRPH Concentrations Sr � \J I 4 x 400 BDL ASTs 0/W SEPARATOR PROPANE TANK CONTAMINATED STOCKPILED OM WELL SOIL POMP JACK 6 -IF— AOUINOX TANKS =ER CA 1--------_ 0 ---WELL HEAD CLEAN FELL PUMP x , �p0 9 HROW3-TWI TRPH ND LEGEND BERM TEMPORARI MONITORING WELL LOCATION AREA OF SPILLED CRUDE OIL l ND BELOW LABORATOR7 METHOD DETECTION LIMITS HEARNIREX PROPERTIES SCALE: /" = SGS ND., PROJECT 0? 00 Phase I/Phase II Environmentoi Assessment FIGURE: 30 ra Dxnxn BY, DATE, Collier County, Florida CADD 07//9/95 /��/�� XECRED BY, DATE. OIL WELL LOCATION '3 /BYRES DF Hammon 07/19/95 Groundwater Sampling Locations 5-12 ASSOCIATES PPROVED Bi. DATEa r _ _ with TRPH Concentrations �K 1.000 J(i I 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. �j 5.5.2 Hunting Camp Areas rHUNTING approximately 35 feet x 15 feet. The weight of this structure is estimated to be 60 CAMP NO. 1 I I I I I I • 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:msword\heamrex.rpt JN: 30-0216.00 August 1995 • 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. �j An abandoned wooden structure, located south of the debris piles, measures �1 approximately 35 feet x 15 feet. The weight of this structure is estimated to be 60 tons. rHUNTING CAMP NO. 2 I I I I I I • 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:msword\heamrex.rpt JN: 30-0216.00 August 1995 I, r I 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. 6.6 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. ' 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. OR Ayres Associates 74 a:mswor&hearnrex.rpt JN: 30-0216.00 August 1995 I Ou Analytical results for soil sample HRCVSB4 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 QA1QC 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-SB4 and its duplicate (17.7 mglkg 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 I occurring background conditions, the available data indicate that the presence of chloroform in this sample is likely representative of a laboratory artifact. ' 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. OR Ayres Associates 74 a:mswor&hearnrex.rpt JN: 30-0216.00 August 1995 I Ou 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 pg/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. I Additionally, the analytical results for all equipment blanks did not identify the presence the laboratory's MDLs. of contaminants above respective ' 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. OR Ayres Associates 74 a:mswor&hearnrex.rpt JN: 30-0216.00 August 1995 I Ou I I Ayres Associates 75 a:msword\hearnrex.rpt JN: 30-0216.00 August 1995 6.0 CONCLUSIONS AND RECOMMENDATIONS ' 6.1 CONCLUSIONS • two former pesticide staging areas, a former cattle dipping vat, and its associated ' 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 11 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, 1 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: I Ayres Associates 75 a:msword\hearnrex.rpt JN: 30-0216.00 August 1995 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. 1 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. I Ayres Associates 75 a:msword\hearnrex.rpt JN: 30-0216.00 August 1995 11 • Farming and cattle grazing have been the predominant activities through most of the 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 i1 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. as Ayres Associates 76 a:mswordlhearnrex.rpt JN: 30-0216.00 August 1995 An evaluation of potential soil and groundwater contamination was conducted during the ' weeks 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 µg/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. • 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. as Ayres Associates 76 a:mswordlhearnrex.rpt JN: 30-0216.00 August 1995 u Pesticide Staging Areas • The organic vapor soil screening did not identify the presence of organic vapors, exclusive of methane, in the tested soil samples. ' 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 µg/kg) was identified in one soil sample. • Low concentrations of toluene (1.07 µg/L to 5.55 µg/L), xylenes (1.26 µg/L to 3.66 µg/L), and MTBE (1.03 µg/L to 4.01 gg/L) were identified in several of the groundwater samples. 1 I I I I I [I I 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. 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 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 Mgj_ntenance 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. ' 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 µg/kg) was identified in one soil sample. • Low concentrations of toluene (1.07 µg/L to 5.55 µg/L), xylenes (1.26 µg/L to 3.66 µg/L), and MTBE (1.03 µg/L to 4.01 gg/L) were identified in several of the groundwater samples. 1 I I I I I [I I 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. 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 Because no pesticides were detected with the identified arsenic concentration in one of the sail 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 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 ' that the range of arsenic content in surficial soil in southwest Florida can range between less than 0.10 mglkg to approximately 4.1 mg/kg. Residual toxaphene and arsenic have been detected in the soil and groundwater around the 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 "Interim Approach for Known Cattle Dipping Vat Site Locations". The memorandum listed a clean-up level of 0.7 mglkg in soil assuming a Residential land use scenario. The memorandum also listed four conditions that may require "immediate action" at any given cattle vat: 1. The site is located within 1000 feet of developed properties. 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 human or environmental receptors are complete. Ayres Associates a: mswordUre a m rex. rpt JN: 30-0216.00 August1995 N 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 materials is $ 31,970. 6.2 RECOMMENDATIONS Ayres Associates recommends that additional environmental activities be conducted at the proposed acquisition areas which have been identified as having contamination during the Phase II assessment activities. These areas include: The cattle dipping vat (Tract 001-027), and • 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 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 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. ' 6.2.1 Cattle Vat Residual toxaphene and arsenic have been detected in the soil and groundwater around the 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 "Interim Approach for Known Cattle Dipping Vat Site Locations". The memorandum listed a clean-up level of 0.7 mglkg in soil assuming a Residential land use scenario. The memorandum also listed four conditions that may require "immediate action" at any given cattle vat: 1. The site is located within 1000 feet of developed properties. 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 human or environmental receptors are complete. Ayres Associates a: mswordUre a m rex. rpt JN: 30-0216.00 August1995 N 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:mswofftearnrex.rpt JN: 30-0216.00 August lM ' 90 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 Vg/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 III 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:mswofftearnrex.rpt JN: 30-0216.00 August lM ' 90 Ayres Associates 80 vmswordihearnrempt JN: 30-0216.00 August 1995 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. 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 III assessment range from approximately $40,000 to $60,000. Ayres Associates 80 vmswordihearnrempt JN: 30-0216.00 August 1995 I [1 `J 1 1 1 1 C �J [l 1 1 I Option 4. Phase III Assessment, Source Removal, and Groundwater Remediation Should 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. Assuming 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 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 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 $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. A cost matrix for the various options discussed above is presented in Table 6-1. TABLE 6-1 REMEDIAL OPTION COST MATRIX, CATTLE VAT ACTION TOTAL ESTIMATED MAXIMUM COSTS Soils Classified Soils Classified State Reimbursement Non -Hazardous Hazardous Program Approved (2) Option 1 $ 0 $ 0 $ 0 Option 2 $ 27,200 $ 83,000 $ 0 Option 3 $ 60,000 $ 60,000 $ 0 Option 4 $ 422,150(1) $ 478,000 0) $ 0 (1) Assumes that Option 3 will be exercised (2) Assumes that all project costs will be reimbursable Ayres Associates 81 a:mswormhearnrex.rpt JN: 3M216,00 August 1995 I is 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. Cattle Dipping Vat and Associated Maintenance Area iCATTLE PEN AREA Hunting Camp Areas ' 28 tons x $351ton = $ 980 Frontend Loader & Operator @ $65/hr. x 16 hrs. = $1,040 1 Rolloff @ $200 each = $ 200 ' ESTIMATED TOTAL = $2,220 MAINTENANCE AREA $16,870 ' 20.5 tons x $35/ton = $ 718 Frontend Loader & Operator @ $651hr. x 16 hrs. = $1,040 1 Rolloff @ $200 each = 200 ' ESTIMATED TOTAL = $1,958 Hunting Camp Areas ' 6.2.3 Oil Well Sites tTRPH 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 ' 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 amsword\hearnrempt l JN: 30-0216.00 August 1995 0 HUNTING CAMP NO. 1 378 tons x $35/ton = $13,230 Frontend Loader & Operator @ $65/hr. x 16 hrs. _ $ 1,040 ' 13 Rolloffs @ $200 each = 2,600 ESTIMATED TOTAL = $16,870 ' HUNTING CAMP NO. 2 235 tons x $35/ton = Frontend Loader & Operator @.$65/hr. x 16 hrs. $ 8,225 _ $ 1,040 8 Rolloffs @ $200 each = 1,600 ' ESTIMATED TOTAL = $10,865 6.2.3 Oil Well Sites tTRPH 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 ' 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 amsword\hearnrempt l JN: 30-0216.00 August 1995 0 I rsince 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- r775.400(1), FAC, sets a 10 mg/kg guidance standard for TRPH concentrations in soil. Based on the sample locations identified with elevated TRPH concentrations, r 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. r 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, remedlation of TRPH-contaminated soil at each site would most r 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: r Oil Well Site Na.1 (approximately Z150 tons of contaminated soil) - r7,756 tons x $40/ton = $310,240 $55/hr for excavator x 40 hrs = $2,200 r$65/hr for loader x 40 hrs = $2,600 TOTAL = $315,040 rOil Well Site No 2 (approximately 7-844 tons of contaminated soil)7 7,844 tons x $40/ton = $313,760 r $55/hr for excavator x 40 hrs = $2,200 $65/hr for loader x 40 hrs = $2,600 rTOTAL = $318,560 I I r �1 Oil Well Site No 3 (approximately 7,569 ton5 of contaminated soilY 7,560 tons x $40/ton = $302,400 $55/hr for excavator x 40 hrs = $2,200 $65/hr for loader x 40 hrs = Ayres Associates 83 a:msword1hearnrempt JN: 30-0216,00 August 1995 I I I I [1 II APPENDIX A Site Photographs i 17- I PHOTO 3: Hunting Camp No. 1. Aboveground storage tank located near camp entrance. ,. PHOTO 4: Hunting Camp No. 1. Storage shed and debris located adjacent to vacant trailer. i tI 4 .,� a �,.. • . , > f � + s F , PHOTO 3: Hunting Camp No. 1. Aboveground storage tank located near camp entrance. ,. PHOTO 4: Hunting Camp No. 1. Storage shed and debris located adjacent to vacant trailer. i tI � .•wne Y, }j1�f 1r i W • � _ '�O �R'3v� 1T�•�•YAP. iT _ w' a :�• [ 5 2 yr w la 1 r ,�• 1 1 °",.1"+eh . *{'..X ._ sal ,M r ` ` ♦' . �'tP•'r! y. 1' J ��` _ Ole - 41% t'u `J` I F I II PHOTO 11: Hunting Camp No. 2. Onsite housetrailer and two pole barns located to the right. PHOTO 12: Hunting Camp No. 2. The screened building is housing an outdoor kitchen and outdoor sink. I, il*C �s , . �':: f .Li � �� ... �'r F � - - � �' •' �y7 �'.4i `'." �rti �� y. _ 4 1 V `\\\ �' �� � 4 1 4,. . �,,,,,...- �. �s ( ` ,� � _ gra � _ •... ,�, <�, .. .. :. ��.�, ,�. Wit. ' ,{a a� b,� e >< �E�i �' k-' � a ='.`z _.�_�. _� _ i ti, r � � f. Y4� Y �'.W � A y�,� q(y� A .� W `�. .mow "' '. �",�'�"£� y���i�S�i�!U%r���t.'ePf i...,J�'Tvn, �'F C . �.! y � , v . ,. _ elk . .� ` •Y M ALI �� , 11 �" Aam ♦ tl ~i 4 i _ elk . .� ` •Y M ALI �� , 11 �" r,. a_r iNr E I 11 I 1 1 II �I PHOTO 21: Cattle Dipping Vat Maintenance Area. Typical 55 -gallon drums found lying around the area. PHOTO 22: Pesticide Staging Area No. 1. Area of stressed vegetation. A14, Al It kPI T � � .v rd. ..r• .ya. � d 111'1. ib � 1 1 /Y k, Y� Y ziF. x j .TXt .: �fi. �� `f• It kPI T � � .v rd. ..r• .ya. � d 111'1. ib � 1 PHOTO 27: Oil well sites. Typical pump site. PHOTO 26: Oil well sites. Clean fill material stockpiled at each of the three sites. I 1 I I II PHOTO 29: Oil well site. Petroleum contaminated soil typically stockpiled at each site. 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. U 1 1 II II PHOTO 31: Oil well sites. Typical storage of 55 -gallon drums at each of the three sites. PHOTO 32: Oil well sites. The 55 -gallon ASTs and 55 -gallon drums containing Aquinox typically located at each site's pump station. 11 u v —�.. 4•��1w n. i. � 1. +...� p� .�, A� ...,r.w d�� '�� �gy� � P ;. "a s� _. c �� �'. is . V .� +�- . z"_, .. ' APPENDIX B ' Boring Logs and Temporary Monitoring Well Construction Details ova MES A S S D C I A FES _— -.. -WELL—INSTALLATION . L / BODING LOG PAGE 1 of .JOB NO 30-0216.00 CLICNC SFWMI) PROJECT ID: Herren/Rex Ph I/IL-- —y LOCATION: (afuer County, FL I OGGED_ BY: C Hnmdtun --- DR I l LR: Ay -es A ,ocmtrc S1ART DATE' 9/21/55 START TIME — FINISH WE: 6/2)/95 - FINISH TIME BORING/WELL ID: HROWI-TWI _ DRII_I-ING ME THOU: Stemless _ Steel Hund Auger METI IOD: A,,Oer_Cuttm_gs/ OVA -FID Foxboro, Model 12SUC �SAMPLING I BORING DIAMETER: 4• BORING DEPTH (fI_): so' SCREEN MATERIAL: Sched. 40 1'ri-Lok PVC, 0.01' Slot - SCREEN INTERVAL: o - 5.0• DEPTH -TO -WATER (ft. TOC): 2• -s•_ WELL DEPTH ft. b s : s.o' _ 4J--ATEELEVA'.ION (fl.): NA TOC ELEVATION (H.): --- STICK-UP fl) zs' NOTES: w WELL DIAGRAM 14_"tlq. a�d is >a I.ITHOLOGIC DESCRPTION o Ja �G 02 NU E\° VUS- LIMESTONE, with shell fill, It. gray, wet G NS CLAY, dark gray, wet OL _;=_ -3 SAND, fine—grained,yel, ow brown, wet >c r N j ' LIMESTONE, with shell one cicy. It. gray, wet cc -s ' I I 7 I 1 a i 'I ISI i II ppa wuuf.n V\•dl IY I vivo •'ntl I NI NO ORGAN VAPORS Dr iCCQL` v AP��ZOX'MAIF IOP of WATER WlI I I leo ..m1 IRI_ omlr 11 V ti:\n1 ) I 1 a1'nN fI.1 (tnJ) NS N.':CQ I - Y MANY LO ! ItAVS %± 1, IR Ofal N f.A SING IR�VRfVI UNL.- SIRpNI. RF.IRR(LLFIIFf ODBi NOILIi -_ — - ... . . 1 CI r /�YItES 4 nrrAT17c r I WELL INSTALLATION / BORING LOG PAGE , or JOB NO au-ozle.00 CLIENT: SFWMD PROJECT ID: Heorn/Rex Ph 1/11_ __ eonty, FL LOCATION: Gainer.. LOGGED BY: C. H,lgI con _ _ IDRILL ER: Ayre. Assa�,otes_ START DATE: 6/2l/9'.i START TIME: _ FINISH DATE: 6/21/55 FINIS H TIME: _ BORING I.L ID: HROWI-TV2 DRILLING METHOD: Sta;me ss Steel Hond Au er SAMPLING METHOD' Auge_rC_uttings/ OVA -FID Foxboro, Madel 1296C BORING DIAMETER: 4' BORING DEPTH (ft.): G' SCREEN MAI RIAL Sowl 40 TrrCok PVC, 0.01' Slot CASM,MATERIAL NA SCREEN INTERVAL 0 - 6'_ DEP1H-TO-WATER fl. TOC : 4' -6' WELL DEPTH (fL bcts): 6• _____ WATER ELEVATION IQ: NA TOC ELEVATION (ft.): _ STICK-UP ft 2S• _ NOTES: WELL. DIAGRAM OEPiH r> LITHOLOGIC DESCRIPTION v 0a 1 ow o I v ONE, with shell fill, It. gray-2fine—grained, PLA dk. cray, wet 'OL - = — -3 R SAND, with silt fine-grained, yellow brown, wet SM q 11 --5 SAND, with silt, fine-grained, brown, with limestone last 2 inches, wet SM t 7„ I - I 1 _9 I { Ilt� I I N�f16NR51111 1 SAMI' 1: !YI'I-, tt uuolsulR;l,.p N!1 - N(7 ORGANIC VAVC45 D= �i ial 7 - A''PROXIMA I'I IOP OF WA fik lA'`1_r �S NO SAIAPIL IW`.fANDM1Rn -I, IIJ,IIr;N 1: V` _TNI CINCEN II(I.I oel C'R;A llt Ilin MI. -Jti\'i :li3.l A+M1Yf'1. iil'Iti,: �. I ,:1 I) - 1:1 j '- I°ti(k1 :1N SNrtlif NA1'I1 1 �. 1 1 1 1 1 A II AYRES - ASSf7CIATES WELL INSTALLATION / BORING LOG _-------Pnct t of t - - - —' - JOB No 30-a2l�a;: cuENr: sFwnu - — PROJECT ID: Henn n/Rex rh all ___-- LocAlloN: r.nmrr r., ,,ntY, Ff LOGGED BY: C. 1lnnn tnn DRILLER: nyrr•s ns,,uatcs _ _ _ SIART DATE: 6/21/95 - SIARI I'ML-.: FINISH DAIC [/.'I/9:5 FINISH TIME: B ORIn'G/WELL IU: VIRLIW2-rwl DRILLING MCTHOJ: Stmnle s; steel Mnntl Auger _ SAMPLING METHOD: Auger nVA-FID Fcxboro, Model 128GC BORING DIAMETER: 4' 11130RING DEPTH (ft.): 5.5' SCREEN MATERIAI; Schell. 40 ;ri-l_aiF Pyc, x.01' Siot CASING MAIERIAL: NA SCREEN INTERVAL: a - 5.5' DEPTH --TO WATER WILL DEPTH ft. C s : ,5• _.._. _ WATER E'J_VATIO`J (ft.): _NA _ TOC ELEVATION �fL : STICK --UP ft- 2.5 '------ --- ---'- --- _ NOTES: WELL DIAGRAM n_vtx,Jy as >a LIPHOLOGIC DESC121P1ION - mW LIMESTONE, with shell fill, It, gray, wet Cro - - NIS I I SANG, with silt, fine-grained, dk. browrl, wet SI,I -3 SAND, with clay, `ine-grained, gray, suet =C' -4 I SAND, with silt, fine-grcined, gray, wet SI' r SAND, fine -grained, yellow brown, wet SM, i SAND, with shell frcgments, brown, wet S1 - It f I -7 -8 f i -9 ! I ,I i I \� NO ORGANIC VAI )R - IN II CE 1) ♦ A "ROXIMAII KP OI WA l ry 'AIJI.I.I _ h, NG SAWI L[ ' 114rvf co Iu„�t ,ns 44_-0- 11 �„nt 1000 .. JV -A :,, , 'asSL. s1404G V, INanIUM wh9 von, AMI lt- IYI IIE W -zitu (t IN,), 1 nv tI cros.'n ._ WS nein a> 114-11.11, I'm u m (•u t1 \� NO ORGANIC VAI )R - IN II CE 1) ♦ A "ROXIMAII KP OI WA l ry 'AIJI.I.I _ h, NG SAWI L[ ' 114rvf co Iu„�t ,ns 44_-0- 11 �„nt 1000 .. JV -A :,, , 'asSL. s1404G V, INanIUM wh9 von, Ll me I I fimm5 ASS 0CIATES WELL INSTALLATION BORING LOG PAGE I of I JOB NO : 30-0216.60 CLIENT: sFWMI) _ crlue� C.„,, Ly, r_ --__ - DRILLER: Ayres Ae s000 tes PROJECT ID: HenrNReX E'4, [/TI I _- - �,LOCATION: LOGGED BY: c. Hong con SMART DATE: 6i2v93 51'AR7 TIME: _ FINI511 DATE: 6i2ves f'INI511 TIME: - BOR�NG WELL ID: HROW2-T W2 11DRILLING METHOD: Stmnles Steel rood Fluger SAMPLING METHOD: Auger Cuttings/ OVA -FED Foxboro, Modet 128GC BORING DIAMETER: a'_ BORING DEPTH (ft.): 6' SCREEN L MATERIAsThed. TrTrsL k PvC, o.or slot CASING A IAL: MA _ SCREEN INTERVAL: c - 6• _ DEPTH-TO-WATERa• -6• _ _ WELL DEPTH ft. b s : 6- - WATER ELEVATION II.); vA _ TOC ELEVATION ft.: STICK -DP (ft.) 25 NOTES: W -LL DIAGRAM or:rnl a a C w m a E 'o o LI TIIOLOGIC pESCRIPTION u o. o a Ire) € a N t7 NS LIMESTONE, With she:l Fl:', It. ,ray f I j SAND, fine—grained, dx. brown, wet 'I� R R saal -3 - I III N i - SAND, fine—grainea, orown, wet 4 -II I III ' SAND, fires, fine—grainea, -g with .t. grey, wet u III;. I -7 I i 18 I I I I I11 I I i ! SAnfrlf IYPI pg n: .ua00 NJ n 'SANI(: VAP(. tS .I-1 .. ♦ ''P.OXDdAIIOF 'AA -IR TAHLI. I INISnNII11L "1,1 1' N-) 1. "PI r l I� .I/NI)Alil) I I ' I IlltAI[i\ I ,1 - M I' AI ,-A .. "tJ I 11 I I I AYRES ASSOCtATE.S WELL INSTALLATION / BORING_ LOCM ,'AGE 1 or I _ _ _ JOB NO :30-0216.00 _ CLIEN I: SFWMD �T PROJECT ID: Hearn/Rex Ph I/II LOCATION: Cop:er Cnunty, Ft _ LOGGED BY: C, Hunntign _ DRII11R Ayres Nssoc�ntes __ __ START DATE: 6/21/99 START TIME: FINISH DATE: 6/21/95 FINISH TIME', BORING WELL ID: HROW3-TW3 DRILLING METHOD: stontess steel limnd Ager - SAMPLING METHOD: Auger Cuttings/ OVA-VID Foxhoro, Model 1286C _ DORINC DIAMETER: 4• BORING DEPTH (fQ:'5' SCREEN MATERIAL Sched. 40 Tri -Lok PVC, 0.01' Slot CASING MATERIAL: NA. SCREEN INTERVAL: v - s _ DEPTH -TO -WATER fL TOC r - z•_ _WELL DEPTH ft. b s : s' WATER ELEVATION ft.: NA _ TOC ELEVATION IL): STICK-UP It. 2.5' NOTES: as o` oa LITHOLOGIC. DESCRIPTION 41 o s oa 'AE,L DIAGRAM neer a U L1 lY _p SAND, with silt, fine—grained,. It. brown, wet ISM NS SAND, with silt, fine—grained, I dk. brown, wet se; n::i SAND, with clay, dk, gray with Fe; bands, wet sc SAND, with silt and limestone fragments at 5', g fine—grained, dark gray, wet sN jil .I 5 ; -7 I I 9 I..Ip I 11 ' _ atm nn!I ° NI: NO OR A♦ VAPOR!; IN TFC IE) ♦ A - 1X/ 1A,)I .0,l Of WAIFIR A'?.-. V ann::G,n In -n•1111, I'S I(Y'l) III 11INi 11;.10.I, 0%, L41 All li I 1.10a "b". ..C:: I r, 14 i W01er .1q p Ulm J..01 b.)L'. I 9 /.BYRES ASSi]C;.l /ETES _ - - WELL INSTALLATION / BORING LOG I,AGt 1 of 1 JOB N^ 76-o21G.00 Cl.l(_I\'T: SFWMD PROJECT IU: neon/Rex Ph t/C LOCA KION: jollier Cm.nty, LOGGED BY: C Im.'nll ton Ayres ntea 5 (ART f)A'lE: 6/zees START TIA4F.. FINfSH DATE 5/2t/s.l1/95 HUSH tIpIISH I1ME: [30RING WELL IC: HkOW3-TW2 DRILLING METHOD: Stumless Steel Hand Anger SAMPLING METHOD: Auger Cuttings/ OVA -FID Foxboro,, Nodel 12860 BORING DIAMETER: 4' _ BORING DEPTH (ft.): G' SmtEN MATER'AL: Schell. 10 Tr. -Lok PVC, 0.01' Slot CASING MATERIAL: NA SCREEN INTERVAL: o - s DEPTH—TO'-WATER ft. TOC : t• - 2' WCI_I. 0CP1I-1 (ft. bgs): A'__ _ _ WATER ELEVATION (f�: NA (CG E-EV_ATION(ft.): I STICK --UP fl_ 2.5' NOIES: WE -L DIAGRAM Deere > a LITHOLOGC DESCRIPTION 0u o a —_ I NS LIMESTONE, w th shell fill, J. brown s I I i x _z • SAND, with clay, f're—groinec, o _ da. brown, wet sc SAND, with silt, fine—gra'ned, It. brown, wet sM -5 SAND, with s'It are li-nesto-�e (reamer's at 6', s fine— gro'ned,yellow— brown, we`, 1 I 1 D I I I I tiAMPI' ]YIP! A -: n.,lu mo NI \7 (`:2C:ANG: !!,'O t� 'I 1: -Cl ii ♦ APPRO)(IMA h. OP Df IAA IT 1. ,si! I L.1 ;•+ r �_,. vt<-: No - NO olmiltl- 1f','"'I' ) ,NI I'id`1\ it I,') _• W TNI :.OM1 1RA. \'-?<A'- INJ 10,00:41W ".4SINO 'IILNII"AVINCI:- ;i Dl(\ 1 MlltrJN .^,OCIlN(I!IN- 9 I -- l/aYRES --_._ N,; SDC"ATES _ WELL INSTALLATION / BORING LOCA - ._ _— PACE of JOB No �o o�1e �o Cl IFN SFWMD —' — _ -- PROJECT ID' Il cra/Rex Ph I/II -----'— ' —' --- --- LOCATION: WLU c� ty, FI _ I OGCFD BY. C. Hnn�lton _-_---- DRII LGR: ny.�•� _ _;�cas _ START DATE: G/22�9Fi START IIME: __ FINISH DATE s22/v5 FINISH TIME: BORING WELL Ip: gRry-rW, GRILLING METFIOD: stM:mess steer RcnN_Au�er SAMPLING METHOD Auger Cutn_ nys/ EVA -F111 Foxbura, Model 12B6C ---- BORING DIAMETER:g• BORING DEPTH (ft.): 4' ---- — SCREE MATERIAL: sche d. Qo rrrLal< Pvr„ 0 slot —D6 CASING MATERIAL— Mn '-- ` SCREEN INTERVAL _ - - DEPTH-TO-WATERTWELL DEP TH ft. b s 6• WATER ELEVATION (fl. __ TOC ELEVATION ft. ): _ SiiC�C—UP ft. zs' "- NOTLS: -_.— WCLL D.AGRAM -p b LITHOLOGIC D=SCRI?TIOA 2. oa o¢ _ w �< ND SANS, with silt, fine cro:ned, oX, brown, SM moist - wet -.' � v 3 -4 SAND, with silt, fine-grClned, yellow brown, wet sh l SAND, with silt, fine-gr^:inec, ck. Drown, wet sM -7- -B- B N,; \0 (RC, OC :r:S XTICI-ID ♦ = API':'OXIL1A 11- IOP Of WA1J-R IA 3:1' 1.". NO . '"Al '.n l\ ", �\�' i '�If� 'UI1U I�VM.:;n,ISMC M'I Il l AI11110 '',Ir 11lli I.1 Iklial 11!M a11CA{ NUII II SAW] 111 r INN IJ ,'ANDAhlln U VIN N L1 N,; \0 (RC, OC :r:S XTICI-ID ♦ = API':'OXIL1A 11- IOP Of WA1J-R IA 3:1' 1.". NO . '"Al '.n l\ ", �\�' i '�If� 'UI1U I�VM.:;n,ISMC M'I Il l AI11110 '',Ir 11lli I.1 Iklial 11!M a11CA{ NUII II r a� WELL INSTALLATION / BORING LOG PAGE 1 of I JOB NO :IO-Oaicn° ENT: SFwMn— __ PRO,11{CT ID: Lea.• -/Rex Ph VII OCATIN. (:-Luer CountyLOGGLD DY: C. o-lun�l on RILLER: Ayes AssociatesS7ARiDALE: [=FINISH 6iezi�s START TIME: DATE: sizzles FINISH TIMEBORING/WELL iD: IIRCV-Tw2 RILLING METHOD: seamte ss Steel all quer SAMPLING METHOD; Auger Cuttings/ OVA-Ffg Foxboro. Model 128GC BORING DIAMETER: 4' BORING_ DEPTH (R.): 7• CREEN Sched. irl-Lok PVC, p01' slot CASW MATERIAL: nIA N —INTERVAL SCREEN INTERVAL' 0 - 7' ' DEPTH -TO -WATER (fl. TOC)' 1.5' _ WELL DEPTH ft. b s T WATER ELEVATION (ft.): &A — 'FOC ELEVATION ft.): STICK-UP No rFS: --- u -� LITHDLDGIC DESGRIP-IGIN o •,. WELL DIAGRAM Irt.� -8 a a Ij- L IND SAND, with silt, fine grained, dk. brown, moist—wet SMf SAND, with sli, fine—grained, gray, wet poi - -4- .SAND, with cloy, yellow brawn, wet S: -5 f SAND, with silt, fine—grcined, gray, wet SM ' 6 _ SAND, with sill, fine—grained, greenish gray, !11 _7 I with cloy and !imestone, wet SMI 9. 1 -1D 11 I I f L. AMI -I I'YP- hens anal l) \' NO OZCAtl4 (. VAFa'� DL ❑ TED ♦h[`X A7. L - OF NP 1 2 FAR: ` FIN- hU,l "-1 \� NO\:vii T. 1 11 u..111,01111[119vamnl.l v o>�-oc ,I , (S �1 - V I IT-LOV I\r2N OA: L:... i rvnl .1 - u 11.11, 1 •_¢ vn 1A in .. r-..... ...�.... ... �� r a� I 11 Mms ASSOCIATES WELL INSTALLATION —BORING LOG PAGE I of I JOB NO .DD _ CLIENT: - SI!, rlk30-02[6 PROJECT ID: Heorn/Rea I'n I/II LOCATION: cnumr ;_.-ty, LOGGED BY: C. HAn�t con _ URII.LER. A,�c, _ START DATE G/zz/ss STAR1 TIME FINISHDATi=: TIME: _BORING/WELL ID: HRcv-r.I= DRII LING METHOD: >.mmess t -=e. Ham Au er — SAMPLING METHOD: Auger Cuttings/ DVA -FID Foxnnro, Nodet 1286C - — BORING DIAMETER: a• BORING DEPTH (f `: 6' - - _ SCREEN MATERIAL: scnea. ao rr. t.or r`vr„ D.m• stat CASING MATERIAL NA -- - SCREEN INTERVAL: o - b• DEPTH-TO-WATE= : tt 7C-5 _ _ WELL DEPTH (ft. bgs): s• _ WATER ELEVATION -- - __TOC ELEVATION (it.) - STICK-UP ft. - — ; _. - y WeLL DIAGRAM iF�iN @> o= >a LIiRDLOGIC DESCRIPTION a¢ 04 n t _D 1 _ ND i SANG, with silt, fine grained, dk. gray, moist—wet z i SAND, with silt, fine—grained, It, brown, wet SAND, with Clay, fine—trained, yellow brown, :.et -5 SAND with silk, fine grained, gray, wet SAND wI c'cy, Fine—grained, Greenish gray- -7 I _y 3 I 1 I i snMl I r�r l: ■...:nsnnt .n N. •,I ORGANIC VAPOR'; DI:TICPD ♦-.Jxllhh l;. IJ', 01 wAII.H IAH; i ,Av - t . a 11.«n , - ;„n AS ANonv I.\ rRA11001 Fin (srq .. - ::!1 :. .n::nYs f,dt Alnq WAI 10901 'Pe, ..-. 10 '. o.. sn” ,. I . -- /BYRES ASSOCIATES WELL INSTALLATION / BORING LOG PAGE q , JOB NO ao-n2isoo CLIENT: SFWMD - __ _ PROJECT ID: Heron/Rex Ph1/11 LOCATION: Cotner county, FL LOGGCD M _ C. Hnnrtton DRILLER: q res Associates -- ____ START DATE: 6/22/95 START TIME: FINISH DATE: ISAW95 FINISH 'IIME: BORING,/WELL ID: HRCV-TV4 DRILLING METHOD: stainless Steel Hand Au cr SAMPLING METHOD: Auger Cuttings/ aVA-FII Fgxbgrn, Model 12KC - BORING DIAMETER: 4' BORING DEPTH (R.): TT SCREEN M TER A .: Schell. 10 Tri-Lgh. PVC, LOl' Stot A INC MATERIAL: Mq —_ —INTERVAL: _ RE SCREEN 0 - 7.5' DEPTH -TO -WATER ft. TOC :1.5' _ WLI_L DEPTH (ft. b S): 7.5' WATER ELEVATION (ft.): NA _ TOC ELEVATION (ft-): - STICK-UP (ft) zs' - --- NOTES: ain as j U ie > o LITHOLOGIC DESCRIPTION b1 o v I o a PrLL DIAGRAM _g 3 NL T� SAND, with silt, fine grained, dk. brown, hoist—wet SM — i y -3 SAND, with silt, fine—grained, It. brown, wet sea N SAND, with cicy, yellow Grown, wet Sc - -4 -5 SAND, with silt, fine—grained, brown. wet SM'":�� I SAND, with silt f ne grafi^ed, greenish gray,. sN -7 with clay and linnesto^e, wet. J _R I: I I _ SAMPI I:. TYPE■aur 1. nlxgto N11 _\v1 I n(XII nr �. _-.. AS \.:rota 11ry nnnnr: n5r(s') _ 1 N) NO ORGANIC VAJORS I I!, Y Ar PRt7%IMATF LOP OF WA!R TA:',: --i N S NO NII I V: L\ f;l\ t; t/ I RU.- Cil \ :�ISN:: IN IES! 1 MICt- ST''MN I.IRanl L Unfit N, 0 - - - MRES k ASSOCIATES t_lJ B�'�'027INS`A'ALLATION � BOIRING LOG :loa No - _ CLIENT SFb/MI7 - PAGE 1 aF 1 —'---- PROJECT ID H n/Rex Ph VII DY _— LOCATION CollierCounty, FL STARLt T c Ilonit n START DATE sial95 S1 ART DRIi LLR nyr s ns orotes 11ME _ rIN:SIH DATE: 6ize/95 FINISH I I TIME: DORING�WCLL ID NRcV-rw5 SAMPLING METHOD: n1,9e,- cucclnNsi Rvn-Fio _ CRIT UIVG METHOp Sta;mess Steel Fa xboro, noael IP80C er BORING DIAMETER: v' S 2EE MAT RIAL: BORING DEPTH (It.): 7s' Schea. ao r1�-L.I< Pvc, o.oP smc CASING IERIAL. NA SCREEN INTERVAL o - 7.9• DEPTH-TO-WATER ft TOC : w' WEL DEP TI-I (R. b s : zs WATER ELEVATION f�.: NA TO ELEVATION (ft.: STICK-UP R.) 25' NOTES: o z WUL DIAGRAM ocrrx trf> aY a o= w G� o a LITHOLOGIC DESCRIPTION N< - -t- ND SAND, with silt, fire grained, dk. brown, moil,-wet SM v e I zl SAND, with silt, fine-grained, ic. brown, wet S 3 SANG, with cloy, yellow brown,. wet SC a ' SAND, with silt, fine-grained, gray wet SM SAND, With silt, fine-grained, white, wet sM -5 'SAND, with clay, yellow brown, wet Sic- _ I -G 'SAND, with -7 • with clay and silt, fine-grained, greenish gray, limestone, S1 we'. B_I I -1F -I1 12 -=__ -- _ _--�-- I o srvnxr SAMI 1,--_YIC �u nsra eel LI-1 5Av r Rrcf a=n -- ---- - -_ _ N'Ci NO .!:GANG lA1=pRS OF rL L'lID V N NO AMPI I APPROXIMATE --- 10' OF �NAFIR fABH,! (/ IAM1.Ate VI Vf IZA 114.1 'Ell 1511-I AI II1NI ..TINT fN lihl V N,A`(x .I t Mf1 I' - '. 114111FARAVf.1. %W0 L In .I1211 ,, 1, 9 0 /.BYRES _---..ASSOCIATES r, WELL INSTALLATION ION BODING LOG _ ""'-of 1 R NC : 30-D2/RA CLIENT: SFWM9 '---- PROJECT ID; neorn/Res Ph vIL _ - -.__ LOCATION_Catcer Co—i.rty, w' -- = LOGGED BY : c. IIanlHaa DRILLER: Ayre:: Assauo te_; S fART UA fE: 6/27/95 START TIME- FINISH UATE: G/2//95---NI51-I iIME�_ 190RING WELL ID: HRPSI-TWI DRJI-LING MET HO D: Stam;ess S:zel Hand METHOD: Auger Cuttings/ DVA -FID Foxboro, Model 12DGC rSAMPLING _ BORNG DIAMETER: 4• - DORING DEPTH SCR N MATE IAL: Sched, 0 TI -L.1, PVC, Doi- S:ot —CA -90(3 --MATERIAL vn - SCREEN INTr_RVAL: o e.o' DE -PTH -TO -WATER (`'i_ -0C : a•_5•— __"— .WELL DEPTH ft. b s : H.c• ._ WATER ELEVATION f-. x A TOC [LEVATION ft.: -------- — STICK-UP fit.) zs' `- - NOTES: — —_ r WELL DIAGRAM u L.ITHOLOGIC DESCRIPTION 1 a to C1 -t7 SAND, with Cloy and shell, fine grained,^. brown, moist (fiil) SCS ' 1- IND I - SAND, with silt, .`ine grained, black, wet SNI i 2 - w a SAND, with silt, fine grained, gray, we: '"• p N rSANG I wit^ clay, fine grained, ye'low brew,, we; ! SAND, with some limestone, fine grainer, — yellow brown, wet SV, toy - r ,AMI';I [Ar.',ltetu -�-- 'YPI rwr inrvi<rn NL Pr C.CANP I- r ''S )hl.- ♦-:1X�A1A 1' rt OF W,I'I ': fAli o. 1"_ .r. :nmat ••mi gym• ar.niz Nunn AVRES -E 1 W -LL ---'----- INSTALLATION i30I2ING LOG JOB NO 30 uPl6ui CUEN SF6/1,11) �ncr. ------ I'll Odf(I- TD. Ph /II— O[ [ F D BY C_Hum.lin" 110CATION COLLe Co nty, FL - - PARI DATE 6/,4/9s STARF DRILLER. Ayrc - Assnc TIM[ FIN51f DA1C 6/27/95 ntes F'NISfI IIML 1 c30121NG G ME H HRPSI-Cwt DRILLING _M F_THOD s:c SAM ING ME THOD:Ager CutLngs/ OVA -Flo Foxboro Model t29GC - _—_-- IAa• DMETER: mess steel Hand — CR -1F BORING DEPTH (ft.): B.D. SCREENM�T I2IAL suned. 4o r„_Lul< avc, Dor slut CASING MATERIAL: SCI�E[fJiN TLRV�L: o - So PTH -TO --WATER �fL pE NA _ -- a•-6• I. WI.1-❑I=MIH ft, b s: 8,0' 10C. EUVATION ft.): WPI TER CLE VA fION ;l.?: NA —� STICK-UP (ft) 2,5_- N O TE S: - --- —� --- ti LITHOLOGIC DESCRIPPON wo _ WELL DIAGRAM U I o 1 -g SAND, with clay, fine grained, yellow brown, _ 1 I moist (fill) sc — ISAND, with siit, Fire grained, dk. groy, wet I' • l III SAND, with silt, `ine grained, gray, wet a + I I w _q .� 1 _5 SAND with cloy, fine gra.r.ed, yellow aroev^, wet SC/• 1 / I ,I p I I , --- -i 1 Cd u: unlnln AMM !. IY! l ■mim.:arnlno I N(1 :ANI 11 It, 412§ VI �( F -'i. AN'r VAP'I� I t 1, -- 7 /P r 11 - - -- ^XMA'[ - Dr Wi 1 -ARI I ... ... I tfllf II.11 001 3}1-.11 . 1 �� ASS FIC IA I'ES. r WELL INSTALLATION l BORING LOGACF � ,_ I I or 1 JOB NO 30-D216 00 CI TENT: tiPWMD _--_ PROJECT ID-I(earN/Pex Ph va- -_ LOGGED BY: C HaFlltOa — I_DCATION: C,Uer Lolvi Ly, FL DRILLER Ayrr A urate: - START DATE: 6/27195 START TIMI ._ RNISH DATE: 6/27/95 FINISH f1ME: BORING WELL 12 HPPSI-TW3 DRILLING METHOD: Stainless steel Hund Auger SAMPLING METHOD: Auger Cuttings/ OVA-PID Foxboro, Model t2BUC _ BORING DIAMETER: 4' BORING D, (ft.): 7.0' SC MATERIAL sched. q0 Tri-Ld, Py C, ¢01' slot - — CASING MATERIAL: Nn — SCREEN INTERVAL: D - za• DEPTH—`0—WAFER R. TOC): •_.___ _ _ WELL DEPTH ft. s): zD - WATER E_EVATION R: Mn ' TOC ELLTI f EVAON ft.: STICK—UPft. 2.5' NOTES: -- J ^�n = YlF.LL DIAGRAM a4 of W <a LITHOLOGIC DESCRIPTION v¢ W �m _O I SAND, with silt, fine grained, d<. brown, moist SMNTI .-:' ' SAND, with silt, fi^_e grained, gray, wetSM 3 SAND, wi-- . silt, fine grained, `.. groy, wet SMI N ..a i q I I _ 5 SAND with clay, fine grained, ysilow brown, wet SC . ' SAND, with cloy and .imesto-e,fine—grained, SC i yellow brown. wet 7, -LIL- D_ t I li ) _tp I I II ( N"-meow NO NO ',AMPF- ]'N <t M1I_ .,',fir- DEIFDTID ♦ - AIIPROXIMA F TJF O- WA 1: IALI 1. 0d4ixSM414H) Uti'M14,:/„<fl I'�\ I,tA I",4 -.11 (•r•I) V.-''Ie.\- ...: \'%r.:"\ .4, Afit 'IN' ,ay):':'ll. CA•JSIN4 IN �NIIAIIANI:(. �,flJM14 "' II(;;J-;NA' .Y,'.(h( \(1111: ' Ub- [J JOB NO 36-u21600 (:1.1FTI I`. SFWM77 LOCA TIDN: Coumr r.ou::cy, PROJECT ID: Hearn/sex Ph I/11 LOGGED BY: c. Imnlrlon nsmr:cs i)RILI_ER: Ay... i,, START DATE �/2s/N5 STARr TIME: KNISH DATE 6/26/T, FINISH 1"IME: F30RI NG/WELT. ID: HRP_2 Tel] _ _ DRILLING METI IOD'. St.,,,less Fwel Hgm9AuGer_ — SAMPLING METHOD -Auger Cutrnns/ DVA -FID _I nxoor_o, Model 129GE '— ASSoc?ArEs SCREEN MATERIAL Shed, 40 Tri -Lok PVC, Dor Smt GASIN_G M_A ERIAL: n -A " SCREEN INTERVAL _ u - 65' T DEPTH -TO -WATER (ft. -0-): 4•-6• WELL INSTALLATION BORING LOG WFLL DIAGRAM EP71 fC < 2 LGHOLOGIC I)LSCRIPTION' o a u _ [J JOB NO 36-u21600 (:1.1FTI I`. SFWM77 LOCA TIDN: Coumr r.ou::cy, PROJECT ID: Hearn/sex Ph I/11 LOGGED BY: c. Imnlrlon nsmr:cs i)RILI_ER: Ay... i,, START DATE �/2s/N5 STARr TIME: KNISH DATE 6/26/T, FINISH 1"IME: F30RI NG/WELT. ID: HRP_2 Tel] _ _ DRILLING METI IOD'. St.,,,less Fwel Hgm9AuGer_ — SAMPLING METHOD -Auger Cutrnns/ DVA -FID _I nxoor_o, Model 129GE '— BORING DIAMETER: 4• BORING DEPTH (ft.): G.5' SCREEN MATERIAL Shed, 40 Tri -Lok PVC, Dor Smt GASIN_G M_A ERIAL: n -A " SCREEN INTERVAL _ u - 65' T DEPTH -TO -WATER (ft. -0-): 4•-6• WELL DEPTH ft. bas): r.'r WATER ELEVATION Vii!.): NA TOCELEVATION ft.): NOTES: WFLL DIAGRAM EP71 fC < 2 LGHOLOGIC I)LSCRIPTION' o a u _ SAND, with burn material, black, moist i _ NS ! A SAND, with silt, fine grained, i,.. brown, wei sv1 is U 'a s ism SAND, with salt, `ine grained, dk. Orow^, wet -h , 71 f sl rpl I' I , I I I -- __— n. N) :GAN[( - - 16 II [ 1-9 T - n \,y y,A,r IOP 01WAIL? IARLC N7N F Ci ) 'f "It I II A, t..).'^ ni ..,. .. . '':e } i!IY f kilts _:!r/ n0(Ai JR -L3 ! '_ ' 1I __— n. N) :GAN[( - - 16 II [ 1-9 T - n \,y y,A,r IOP 01WAIL? IARLC N7N F Ci ) 'f "It I II A, t..).'^ ni ..,. .. . '':e } i!IY f kilts _:!r/ n0(Ai JR -L3 ! M AYRES " ASSf7CIAT�S WELL INSTALLATION BORING LOG _ PAGE I nF 1 JOB NO ao-0216.00 -ClIEN ,T: - SFWMD — PROJECT ID: Hearn/Rex Ph I/[I LOCATION: Cotcer County, FL _LOGGED BY: C. Han�tlon _ _ DRILLER: Ayres gssoGates - -- START DATE: 6/26/95 START TIME: FINISH DATE: 6/26/95 FINISH TIME: BORING/\HELL ID: HRPS2-TW2 DRILLING METHOD: Sta.aless steel Hand Auger SAMPI ING METHOD: Auger Cuttings/ DVA -FIB Foxboro, Model 128GC BORING DIAMETER: 4' BORING DEPTH SCREEN MATERIAL: Sched. 40 Tri -Lok PVC, 0.0t' stat CASING MATERIAL: - . SCREEN INTERVAL: o - 6.5' _ DEPTH -TO -MATER (ft TOC): 4•-6• WELL DEPTH (ft. bqs): G.5• WATER ELEVATION ft.: NA TOC ELEVATION (ft.: STICK --UP (ft.) 2.5' - NOTES: ' a r WELL DIAGRAM nrt'e of oa LITHOLOGIC DESCRIPTION o oa SAND, fine groined, dk. gray, moist SM _t_ 0 SAND, with silt, fine grained, b -own, we SM / _ 'SAND, fine—grained, dk.. brown, wet SV _5 -6 LIMESTONE, with shell and clay. It. gray, wet Gc r s i -10 u SAVI 1 L 1VPr NN NO ORGANIC A " .r }I T, C;ED v A( PI(OXIMATF IG' OF WA -FR IAHI F. po I smn n- a- vn , NIS 4I SAtd ° Y IASIstnuomm irn: urnAn9ry .rs- (Sr_; uc,-,.vac cnrvc rtn nro ..:eM;. nm nm ""1. cA.c x;, ucu. nanrva. smovu n �ukoL'oN, onm vo➢:u 1 f M I 1 Ul it II /mm5 - - -- nsSFIC LnTES WELL INSTALLATION B-ORING LC)(x JOH NO : fln-nPl r,.nn J)fa IPNL SFtJIno PAGE 1 of 1_^ PROJECT ID: Henrn/Rex Ph 1/0LOCA T', ON: f:oua•r ro„I,ty, FI. ! __ LOGGED BY: C. Hunflton _ _ DRILLER ny,^vs nssc. �_. Ce' START DATE 6/26/95 START 1'IM6 FINISH DATL �/26/`>"; FINIStI I[ME: _ BORING/WELL ID: HRPS2-1W3 DRILLING METHOD: stm„less steel Hund Auger SAMPLING METHOD: Auger Cutth)gs/ DVA -FID Foxtlo_r_o, Model 1285f. BORING DIAMETER: V BORING DEPTH (FL.). zu SCREEN MATERIAL Sched. 40 Tri Lola PVC, D.m• Slot CASING MATERIAL: NA _ SCREEN INTERVAL• o - zo DEPTH-TO-WATERfl. TOC - a• -s• _ _ WELL DEPTH fL. b s : zp• WATER ELEVATION. (ft.): NA TOC ELEVATION ft.: STICK-UP (ft.) e:5! _ NOTES: Y111111 C^\V NIJAI<`N- t.R1 All" THAI i^(Ip "M. LA.i,NI. IN I AiRr.Li. !'.Ii,)\: li'Y :V'I M', \^. -L` I IV,ELL DIAGRAM Wm to as p oa LITHOLOGIC DESCRPDON S oq r SAND, with sand, fine grained, dk, brown, moist Sm -r U z SAND, with sflt, fine grained, It. brown, wet snt ! a �I - 4 -5- SAND with c!ay, fine graved, yellow brawn, wci SCj I SAND, SAND, with si:L, fine-grained, dk. brown, wet .SM -i SAND, with clay end limestone, fine-grained, yellow brown, wet sc ' -7- -9- 9 -lp 0 (SAMn' I I'YPL. punuu lv1b ':101"U11vtl) NO =- NO ORGANIC VA'ORS DFTf_GWD ♦ - 1PPROXtMA7F 1,-,' OF WAT: R L . SANT rI ' (4MANM'. f, +lA1.IlA1() 1 NI NM'.N Il�il ('il`f) Y111111 C^\V NIJAI<`N- t.R1 All" THAI i^(Ip "M. LA.i,NI. IN I AiRr.Li. !'.Ii,)\: li'Y :V'I M', \^. -L` I 0 I 1 1 11 1 1 fl /BYRES - WILL INSTALLATION BORING LOG -- PAGE I PF I JOB NO au-ozl6.00_____ _---_ ICUENT: Srr,/IAD PROJLCT ID: Heo.N/aex Ph 1/R 'LOCATION: "Wer County, I OGGED BY: F.: Hon;ltnn Ayres Asseclntes yFDfRILLER: 9TAR1 DATE: GID: SiAR'f TIME: DATE: 6726795 FINISH TIME: BORING/WELL ID: HRPS2-Awl _ DRILLI DRILLWG METHOD: Stainless Steel Ilan:i Auger SAMPLING METHOD: Auger Cuttings/ ¢VA -FID FUsboro, MOdet IRBGC BORING DIAMETER: DIAMETER: 4•.BORING DEPTH (ft.): 701 SC E�ATERIAL: Schetl. 40 Tr. Lok PVC, 0.03- slot CASING MAT IAL: NA _ _ SCREEN INTERVAL: o - 7.01 _ _ DLP TI I -TO -WATER ft. TOC): 4• -6 - WELL DEPTH ft. b S : TD' _ WATER ELEVATION ft.)_ NA TOC ELEVATION (ft.): STICK—UP ft. 2.5' _ NOTES: a os ci j d Ial WHO, OGIC DESCRIPTION o t f WELL DIAGRAM - v=rrx' vc1 a oa ,� in ,oft u - SAND, with silt, fine g•cined, black, moist sM v I -2 SAND, with silt, fine grained, gray, wet SM;�II is _3 i IY it i 4 i SAND, with silt, fine—grained, dk. brawn, wet SNI I 5 !Ili SAND, wish cloy, yellow brown, wet 'SC -7 -- _g I -9 I -I ..1D _ I U.G nlsnrlxeo i .. I �I ' p L. N' SAM'IYI'f 0NHp9Ui0 '- N I C.�;ANIC JI UI-, r)Tl E(.1FD ♦ - ' Xl6'A 1 IOP OF „nr i IAIiI I. u: IAN WAD OWN I u;n PON 11 SI (a i, i II n, :.m annn+s c.r.nmrt ur -nnn PP..CAI .vmNl "t Rwi i 1� Page 1 TOXIKON CORP. REPORT Uork Order # 95-06-098 Received: 06/26/95 07/07/95 13:52_13 REPORT AYRES ASSOCIATES PREPARED TOXIKON WEST PALM BERCH + To 3901 -COCONUT PALM DRIVE #100 BY 1860 OLD OKEECHOBEE D. #401 J TAMPA, FL 33619 WEST PALM BEACH, FL 33409 813-628-0742 FAX:813-628-0939 HRS #EB6278 QA# 9101506 XERT 'FAD BY ATTEN SHARON LAT2 ATTEN JOIN YAREMCHUK PHONE (407) 478-4803 FAX 478-0214 CONTACT JOHN CLIENT AYRES SAMPLES 14 COMPANY AYRES ASSOCIATES FACILITY 3901 -COCONUT PALM DRIVE #100 TAMPA, FL 33619 ' WORK ID HEARN/REX TAKEN 06/23/95 -- TRANS G89UQQND TYPE LIQUID P.O. # 30-0216.00 INVOICE under separate cover ' SAMPLE IDENTIFICATION 01 HRCV-SB7 02 HRCV-S88 03 HRCV-SB9 04 HRCV-TW1 05 HRCV-TW2 06 HRCV-TW3 1 07 WRCV-TW4 08 HRCV-TW5 U9 HRCV-EHW 10 HRCV-EeS 11 HRCV-POT W 11 CUP #4 12 METHOD BLANK(LIQUID) ' 17 METHOD BLANK(SOIL) 13 MEAN X RECOVERY-LCS(LIQUI) 13 MEAN X RECOVERY-LCS(SOIL) ' 14 RPD-LCS(LIQUID) 14 RPD-LCS(SO1L) I I I 1 N, TEST CODES and NAMES r.od m this v rkorder 8080 PESTICIDES/PCO AS ARSENIC EX IS METALS- TOTAL EXT., SOIL ME%TWTN METALS, TOTAL EXT., WATER. Page 2 TOXIKON CORP. REPORT Rork Order # 95-06-098 t Received: 06/26/95 Results by Sayle SAMPLE ID NRCV-SB7 SAMPLE # 01 FRACTIONS: A Date & Time Collected 06/23/95 09:10:00 Category SOIL I AS NO I Ivry/Kg DL=0.500 - I I I senrLe m aK4y-bM SAMPLE # 02 FRACTIONS: A Date & Tlme Collected 06/23/95 09:40:00 Category SOIL AS NO mg/Kg DL -0.500 I Date & Tim Collected 06/73/95 10:10:00 Category SOIL � I As ND I mg/Ka DL=0.500 I SAMPLE ID RRCV-TRI SAMPLE # 04 FRACTIONS: A Date & Time Collected 06/23/95 12:35:00 Category LIQUID AS 0.680 mg/L DL=0.100 I �1 l t Page 3 TOXIKON CORP. REPORT Work older R 95-06-098 Received: 06/26/95 Results by Sasple l SAMPLE ID HRCV-TW1 FRACTION 04A TEST CODE 8080 NAME PESTICIDES/PCB' Date 8 Tim Collected W23/95 12:35-00 Category LIQUID 11 I Alpha -BHC Gamna -BHC (Lindane) Beta -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endoaulfan I 4,41 -DDE Dieldrin Endrin 4,4' -DDD Endosutfan it 4,4 --DDT Endrin Aldehyde Endosulfan Su Lfate Chlordane Toxaphene Methoxychlor RESULT LIMIT No 0.010 Aroclor 1016 ND 0.010 Aroclor 1221 ND 0,010 Aroclor 1232 ND 0.010 Aroclor 1242 NO 0.010 Aroclor 1248 ND 0.010 Aroclor 1254 ND 0.010 Aroclor 1260 NO 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 NO 0.010 ND 0.010 ND 0-010 No 0.010 NO 0.25 NO 0_50 NO 0.010 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 _ ANALYST: NO INSTRUMENT: HP- DIL. FACTOR: 1 UNITS: UG/L ND = not detected at detection limit RESULT LIMIT HD 0_25 ND 0.25 ND 0.25 NO 0.25 NO 0_25 ND 0,_25 NO 0_25 I. I 11 I Im L Page 4 TOXIKOM CORP. REPORT Work Order M 95-06-098 Received: 06/76/95 Re Lts by Saiple SAMPLE ID NRCV-1W2 SAMPLE A 05 FRACTIONS: A Date & Time Collected 06/23/95 11:15-00 Category LIQUID AS 0.239 mg/L DL=0.025 I 11 I Im L 1 I I 0 Page 5 TOXIKON CORP. REPORT York order 6 95-06-090 Received: 06/26/95 Results by Sample SAMPLE ID HRC9-T12 FRACTION 05A TEST CODE 0000 NAME PESTICIDES/PCR Date & Time Collected 06/27/95 11.15:00 Category LIQUID RESULT LIMIT RESULT LIMIT Alpha -BHC ND 0.010 Aroclor 1016 NO 0.25 Gamma -BHC (Lindane) ND 0.010 Arm lar 1221 ND 0___25 Bete -BHC ND 0.010 Aroclor 1232 ND 0.25 Heptachlor ND 0.010 Aroclor 1242 NO 0_25 Delta -BHC NO 0.010 Aroclor 1248 NO 0.25 Aldrin NO 0.010 Aroc Lor 1254 ND- 0.25 Heptach Lor Epoxide - NO 0.010 Aroclor 1260 ND 0_25 Endosulfan I No 0.010 4,41 -DDE ND 0.010 Dieldrin No 0.010 Endrin ND 0.010 4,40 -DDD ND 0.010 Endosulfan 11 NO 0.010 4,4-ODT ND 0.010 Endrin Aldehyde NO 0.010 Endosulfan sulfate ND 0.010 Chlordane NO 0.25 _ Toxaphene ND 0_50 Methoxychlor HD 0..010 Notes and Definitions forthis Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 ANALYST: NO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: NO = not detected at detection limit I 1 Page 6 Received: 06/26/95 TOXIKON CORP- REPORT Nork Order # 95-06-098 Results by Saiple SAMPLE 10 RRCV-TN3 SAMPLE # 06 FRACTIONS: A I Date & Time Collected 06/23/95 12:45:00 Category LIQUID I I AS 11.0 I ' mg/L DL=2.00 I I 1 1 i11 /-I Page 7 TOXIKON CORP. REPORT York Order # 95-06-098 Received; 06/26/95 Results by Saaple -I SAMPLE ID NRCV-TY3 FRACTION AM TEST CODE 0,080 _ NAME PESTICIDES/PCB Date & Time Collected 06/23/95 12:45:00 Category LIQUID RESULT LIMIT. RESULT LIMIT I r {r. L.J Alpha -BHC NO 1_00 Aroclor 1016 NO 15.0 Caama-BHC (Lindane) NO 1_00 Aroclor 1221 ND 15.0 Bete -BHC ND 1;00 Aroclor 1232 ND 15.0 Heptachlor ND 1_00 Aroclor 1242 ND 15.0 Delta -BHC NO - 1_00 Areclor 1248 NO 15.0 Aldrin ND 1_00 Aroclor 1254 ND 15.0 Heptachlor Epoxide ND 1_00 Aroclor 1260 NO 15.0 Endosulfan 1 ND 1_00 4,4' -ODE ND 1.00 Dieldrin Endrin ND 1_00 ND 1_00 4,4' -DDD ND 1.00 Endosulfan 11 NO 1.00 4,4' -DOT ND 100 Endrin Aldehyde No 1_00 Endosulfan Sulfate NO 1.00 Chlordane �NO 15.0 Taxa ene :161` 50.0 Methoxychlor ND 1.00 Notes and Definitions for this Report: EXTRACTED: 06/28195 ' DATE RUN: 06./29/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 100 - UNITS: UG/L NO = not detected at detection limit I r {r. L.J 7 1 Page 8 TOXIKON CORP, REPORT Work Order # 95-06-098 Received: 06/26/95 Results by Semple to SAMPLE ID BRCV-T116 SAMPLE # 07 FRACTIONS: A Date K Time Collected 06/23/95 12:50:00 Category LIQUID AS 2.16 i mg/L DL=0.250 1 page 9 TOXIKOM CORP. REPORT York Order X 95-06-098 Received- 06/26/95 Results by Sample SAMPLE ID HRCY-TY4 FRACTION 07A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/23/95 12:50:00 Category LIQUID Alpha -DHC Gamma -BHC (Lindane) Beta-SHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosutfan I 4,4' -DDE DteLdrin Endrin 4,4 --DDD Endosulfan 1I 4,41 -DDT Endrin Aldehyde Endosulfan Sutfate Chlordane Toxaphene Methoxychlor I F RESULT LIMIT ND 1`00 Aroc Lor 1016 NO 1.00 Aroclor 1221 NO 1_00 Aroclor 1232 ND 1_00 Aroclor 1242 NO 1_00 Aroclor 1248 ND 1_00 Aroclor 1254 NO 1.00 Aroclor 1260 NO 1.00 NO 1_00 NO 1_00 No 1_00 NO 1.00 NO 1_00 NO 1.00 NO 1_00 No 1_00 ND 15.0 216 50.0 NO 1.00 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 ANALYST: NO INSTRUMENT: HP- DIL. FACTOR: 100 UNITS: UG/L - NO = not detected at detection Limit RESULT LIMIT NO 15.0 ND 15.0 NO 15.0 NO 15.0 No 15.0 NO 15.0 NO 15.0 r r Page 10 TO%IKOK CORP, REPORT Work Order # 95-06-098 Received: 06/26/95 Results by Sasple SAMPLE ID NRCV-TW5 SAMPLE # 08 FRACTIONS: A ' Date & Time Collected 06/23/95 12:30:00 Category LIQUID AS 2.92 1 mg/L DL -0.500 I r Page 11 TOXIKOM CORP. REPORT work Order 8 95-06-048 Received: 06/26/95 Results by SaWLe SAMPLE ID HRC9-Tw5 FRACTION (IMM TEST CODE 8000 NAME PESTICIDES/PCB ' Date $ Time ColLected Q6/23/95 12:30:00 Category LIQUID RESULT LIMIT RESULT LIMIT r r r Alpha -BHC Gamna -BHC (Lindane) Beta -811C Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan I 4,41 -DDE Dieldrin Endrin 4,4' -DDD Erdosuifan 11 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor NO 1_00 Aroclor 1016 ND 1.00 Aroclor 1221 NO 1_00 Aroclor 1232 ND 1.00 Arm Lor 1242 NO 1_00 Aroclor 1248 NO 1_00 Aroclor 1254 ND 1_00 Aroclor 1260 NO 1_00 NO 1.00 NO 1.00 NO 1.00 ND 1.00 NO 1.00 NO 1.00 NO 1.00 NO 1.00 NO 15.0 157 50.0 ND 1.00 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06129/95 ANALYST: MO INSTRUMENT: HP -2 DIL, FACTOR: 100 UNITS: UG/L ND = not detected at detection limit NO 15.0 NO 15.0 ND 15.0 NO 15.0 NO 15.0 NO 15.0 ND 15.0 I Page 12 TOXIKOR CORP. REPORT York Order N 95-06-098 Received: 06/26/95 Results by Seaple Date 8 Time Collected 06/23/95 13:00:00 Category LIQUID mg/L DL=0.005 I Page 13 TOXIKON CORP. REPORT Work order F 95-06-098 Received= 06/26/95 Results by Sample SAMPLE 10 IIRCV-EBW FRACTION 09A TEST CODE 8080 NAME PESTICIDES/PCR ' Date B Time Cottected 06/23/95 13:00-00 Category LIQUID _ RESULT LIMIT RESULT LIMIT I 1 Alpha -BHC Gamna -OHC (Lindane) Beta -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan 1 4,4' -DDE Dieldrin Endrin 4,4' -DDD E1ldosulfan 11 4,41 -DOT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor NO 0.010 Aroclor 1016 ND 0.010 Aroclor 1221 NO 0.010 Aroclor 1232 NO 0.010 Aroclor 1242 NO 0.010 Aroclor 1248 NO 0.010 Aroclor 1254 NO 0.010 Aroclor 1260 NO 0.010 NO 0.010 NO 0.010 NO 0.010 NO 0.010 NO 0.010 NO 0.010 NO 0.010 NO 0.010 NO 0.25 NO 0 50 NO 0.010 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 ANALYST: MO INSTRUMENT: Hp- DIL. FACTOR: 1 UNITS: UG/L NO = not detected at detection limit ND 0.25 NO 0.25 ND 0.25 NO 0.25 NO 0.25 NO 0.25 NO 0.25 I 1 1 1 I I t_1 Page 14 TCxIKON CORP. REPORT York Order ? 95-06-D98 Received: 06/26/95 Results by Sample SAMPLE ID HRCV-ESS SAMPLE # 10 FRACTIONS: A ' Date & Time Collected 06/23/95 13:10:00 Category LIQUID AS NO mg/L OL=0.005 � I I [1 Page 15 TOXIKON CORP. REPORT York Order A 95-06-098 Received: 06/26/95 Results by Sample SAMPLE ID NRCV-EBS FRACTION IDA TEST CODE 8000 NAME PESTICIDES/PCB Date 8 Time ColLected U6/23/95 13:10:00 Category LIQUID Alpha -911C Gomm -BHC (Lindane) Beta -BHC Heptachlor Delta-BNc Aldrin Ileptachlor Epoxide Endosulfan 1 4,4' -DDE Dieldrin Endrin 4,4' -DDD Endosutfan 11 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT NO 0.010 Aroclor 1016 NO 0.010 Aroclor 1221 ND 0.010 Aroclor 1232 ND 0.010 Aroclor 1242 ND 0.010 Aroclor 1248 ND 0.010 Aroclor 1254 ND 0.010 Aroclor 1260 ND 0.01D ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 NO 0.010 ND 0.25 ND 0`50 ND 0.010 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/L ND = not detected at detection Limit RESULT LIMIT ND 0.25 ND _R .25 ND 0.25 ND 0.25 ND 0.25 ND 0.25 ND 0.25 1 Page 16 TOXIKOR CORP. REPORT York Order # 95-06-D98 Received: 06/26/95 Results by SaWle SAMPLE ID HRCV-POT Y SAMPLE it 11 FRACTIONS: A ' Date 8 Time Collected 06/23/95 12:20:00 Category LIOOID AS 0.092 mg/L DL=0.025 CJ 1 I I V 1 1 L1 Page 17 TOXIKON CORP. REPORT York Order # 95-06-098 1 Received: W26/95 Results by Saiple SAMPLE ID HRC9-P0T Y FRACTION 11A TEST CODE 8080 NAME PESTICIDES/PCB 1 Dote & Time Collected 06/23/95 12:20:00 Category LIQUID 1 1 1 RESULT LIMIT ND 0.010 Aroclor 1016 No 0.010 Aroclor 1221 NO 0.010 Aroclor 1232 ND 0.010 Arm lor 1242 ND 0.010 Aroclor 1248 NO 0.010 Aroclor 1254 No 0.010 Arm Lor 1260 NO 0.010 ND 0.010 No 0.010 ND 0.010 NO 0.010 ND 0.010 ND 0.010 No 0.010 ND 0.010 ND 0.25 ND 0.50 ND 0.010 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 ANALYST: —UO— INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/L ND = not detected at detection Limit RESULT LIMIT NO 0_25 ND 0.25 ND 0.25 ND 0_25 ND 00^25 ND 0.25 NO 0_25 Alpha -811C 1 Gama -BHC (lindane) Beta -BHC 1 Heptachlor Delta -BHC Aldrin Heptachlor Epoxide 1 Endosulfan I 4,4' -DDE Dieldrin Endrin ' 4,4 --DDD Endosulfan LI 4,4' -DOT ' Endrin Aldehyde Endosulfon Sulfate Chlordane Toxaphene 1 Methoxychlor 1 1 RESULT LIMIT ND 0.010 Aroclor 1016 No 0.010 Aroclor 1221 NO 0.010 Aroclor 1232 ND 0.010 Arm lor 1242 ND 0.010 Aroclor 1248 NO 0.010 Aroclor 1254 No 0.010 Arm Lor 1260 NO 0.010 ND 0.010 No 0.010 ND 0.010 NO 0.010 ND 0.010 ND 0.010 No 0.010 ND 0.010 ND 0.25 ND 0.50 ND 0.010 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN: 06/29/95 ANALYST: —UO— INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/L ND = not detected at detection Limit RESULT LIMIT NO 0_25 ND 0.25 ND 0.25 ND 0_25 ND 00^25 ND 0.25 NO 0_25 I Page 18 TOKIKOR CORP. REPORT Nark Order R 95-06-098 Received: 06/26/95 Results by SaWle SAMPLE ID UUP H4 SAMPLE 0 11 FRACTIONS: 0 Date 8 Time Collected 06/23/95 12:20:00 Category LIQUID AS 4.86 ' mg/L DL -1.00 1 1 1 1 1 w 1 Page 19 TOXIKOI CORP. REPORT York Order 1i 95-06-098 1 Received= 06/26/95 Results by Sample SAMPLE ID. OIIP fl4 FRACTION 118 TEST CODE 8080 NAME PESTICIDES/PCB 1 Date 8 Time COLLected 06/23/95 12:20:00 Category LIQUID 1 RESULT LIMIT RESULT LIMIT 1 Alpha -BHC NO 1_00 Aroclor 1016 NO 15.0 Gamin -BHC (Lindane) ND 1_00 Aroclor 1221 ND 15.0 Bete -BHC ND 1_00 Aroclor 1232 ND 15.0 Heptachlor NO 1_00 Aroclor 1242 ND 15.0 1 Delta -BHC ND 1,00 Aroclor 1248 ND 15.0 Aldrin NO 1_00 Aroclor 1254 NO 15.0 Heptachlor Epoxide ND 1.00 Aroclor 1260 ND 15.0 1 Endosulfan I ND 1.00 4,41 -DDE ND 1.00 DieLdrin No 1.00 Endrin NO 1.00 4,41 -DDD ND 1_00 Endosulfan II ND 1.00 4,41 -DDT NO 1.00 1 Endrin Aldehyde NO 1_00 EndosuLfan sulfate NO 1.00 Chlordane NO 15.0 1 Toxophore 229 50.0 Methoxychlor NO 1.00 1 - Notes and Definitions for this Report: EXTRACTED: 06/28/95 1 DATE RUN: 06/29/95 ANALYST: X10 INSTRUMENT: HP -2 DIL. FACTOR: 100 1 UNITS: UGIL ND = not detected at detection limit 1 11 1 Page 20 TOKIKON CORP, REPORT York Order f 95-06-098 Received: 06/26/95 Rewtts by SwpLe SAMPLE ID METHOD BLANK(LIQUID) SAMPLE k 12 FRACTIONS: A Date 8 Time CoLLected rat specified Category QC AS ND ng/L DL=0.005 1 1 I I I I I Page 21 TOXIXON CORP- REPORT York Order dl 95-06-098 Received: 06/26/95 kesu Its by Sample SAMPLE ID METHOD BLARK(LIQUID) FRACTION 12A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected not specified Category QC Alpha-8HC Gam -BHC (Lindane) Beta -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan I 4,4' -DDE Dieldrin Endrin 4,4' -DDD Endosulfan lI 4,4' -DDT Endrin Aldehyde EndosuLfan Sulfate Chlordane Toxaphene Methoxychlor I I 1S RESULT LIMIT ND 0.010 Aroclor 1016 NO 0.010 Aroclor 1221 ND 0.010 Aroclor 1232 NO 0.010 Aroclor 1242 ND 0.010 Aroclor 1248 NO 0.010 Aroclor 1254 ND 0.010 Aroclor 1260 NO 0.010 NO 0.010 NO 0.010 ND 0.010 NO 0.010 No 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.25 ND 0.50 ND 0.010 Notes and Definitions for this Report: EXTRACTED: 06/28/95 DATE RUN- 06/29/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/L ND - not detected at detection limit RESULT LIMIT ND 0.25 NO 0.25 NO 0`25 ND 0.25 ND 0.25 ND 0.25 ND 0.25 I 1 1 1 1 ! 1 1 i 1 w Page 22 TOKIKON CORP. REPORT Work Order # 95-06-098 Received: 06/26/95 Results by SaWle SAMPLE ID METHOD BLANK(SOIL) SAMPLE # 12 FRACTIONS: B Date & Time Collected not specified Category DC AS ND ' Rg/Kg DL=0.500 SAMPLE ID MEAN X RECOVERY-LCS(LIRUI) SAMPLE # 13 FRACTIONS: A Date & Time Collected 112t specified Category DC A5 99 I I I I I r Page 23 TOXIKON CORP. REPORT York Order it 95-06-D98 Received: 06/26/95 Results by Semple SAMPLE ID MEAN % RECOVERY-LCS(LIGUI) FRACTION 13A TEST CODE 88(1 NAME PESTICIDES/PCB Date & Time Collected not specified Category (1C Alpha -BHC Gamna -BHC (Lindane) Beta -BHC Heptachlor Detta-BHC Aldrin Heptachlor Epoxide Endoaulfan I 4,4' -DDE Dieldrin Endrin 4,4' -DDD Endosulfan II 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT 82 % Arne l or 1016 81 % Araclor 1221 76 % Aroclor 1232 _ 1 % Aroclor 1242 84 % Aroclor 1248 82 % Aroctor 1254 85 % Ar oclor 1260 74 % 72 % 74 % n % 81 % 77 % 88 X 79 % 83 % * x * x 86 % Notes and Definitions for this Report: EXTRACTED: 06/09/95 DATE RUN: 06/09/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: *1 UNITS: X NO = not detected at detection limit RESULT LIMIT I Page 24 TOXIKON CORP. REPORT Work Order 9 95-06-098 Received: 06/26/95 Results by SaWte Ir SAMPLE ID MEAN % RECOVERY-LC5(SO(L] SAMPLE (t 73 FRACTIONS: B Date 8 Time Cottected not specified Category OC AS 98 I X I CJ I 1 Pt SAMPLE ID RPD-LCS(LIQOID) SAMPLE R 14 FRACTIONS: A Date 8 Time Collected not specified Category QC AS T1 X I EXTRACTED: 06/09/95 DATE RUN: 06/09/95 ANALYST: NO INSTRUMENT: HP -2 OIL. FACTOR: *1 UNITS: % NO - not detected at detection limit Ii l_J Page 25 TO%IKON CORP- REPORT Work Order 9 95 -06 -DM Received: 06/26/95 Results by Saople SAMPLE 1D RPD-LCS(LIOUID) FRACTION 14A TEST CODE 8080 NAME PESTICIDES/PC8 Date & Time Collected not soecif ied Category 0C RESULT LIMIT RESULT LIMIT i ALpha-BHC 6.0 X Aroclor 1016 * % Gamma -BHC (Lindane) 6.2 % Aroclor 1221 * % Beta-BIIC 5.3 % Aroclor 1232 * % - Heptachlor 9.9 X Aroclor 1242 + % Delta -BHC 6.0 % Aroclor 1248 + % Aldrin 6.0 % Aroclor 1254 * % IleptachLor Epoxide 8.2 % Aroclor 1260 * % Endosulfan 1 8.1 % 4,4 --DDE 5.6 % Dieldrin 2.7 % Endrin 4,41 -DDD 9.0 % 3.7 % Endosulfan if 3.9 % 4,4 --DDT 9.0 % Endrin Aldehyde 2.5 % Endosulfan Sulfate 3.6 X Chlordane * % Toxaphene * % Methoxychlor 4.7 X = Notes and Definitions for this Report: EXTRACTED: 06/09/95 DATE RUN: 06/09/95 ANALYST: NO INSTRUMENT: HP -2 OIL. FACTOR: *1 UNITS: % NO - not detected at detection limit Ii l_J k I I J I I I -E) Page 26 Received- 06/26/95 TOXIKON CORP. REPORT Vart Order 9 95-06-D96 Results by Saeple SAMPLE ID RPD-LCS(SOIU SAMPLE V !A FRACTIONS: 0 Date & Time Collected not specified Category 9C AS 6.9 y k I I J I I I -E) I Page 27 TOXIKOM CORP. REPORT York Order 8 95-06-098 Received: 06/26/95 Test Methodology TEST CODE 8080 NAME PESTICIDES/PCB EPA Method: 8080, Oganochlorine Pesticide& and PCB's Reference. Test Methods for Eveulating Solid Waste: Physiccal/Chemical Methods. EPA SW -846 (Third Edition) November 1990. Office of Solid Waste, USEPA. TEST CODE MER 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/Chemicat Methods. SW 046, 3rd Edition. DG/27/1995 10:20 61136260939 AYRES ASSOCIATES PAGE 02 ©®IN AWNS �MW M�m Moo m T m rm 2 LU W z L U L D'J 11.1 r� l W W M�m Moo m T m rm 2 LU W z L U L D'J 11.1 r� l r I u I lJ I 11 I I I ,J Page 1 TOXIKON CORP. REPORT York Order # 95-06-084 Received: 06/23/95 07/05/95 09:43:06 REPORT AYRES ASSOCIATES PREPARED TOX KON WEST PALM REACH TO 3901 -COCONUT PALM DRIVE #100 BY 1860 OLD OKEECHOBEE RD. #401 / TAMPA, FL 33619 WEST PALM BEACH: FL 33409 /L 813-628-0742 FAX:813-628-0Y34 _HRS #E86278 OA# 910150G RTIFIED Y ATTEN SHARON LAT2 ATTEN JOHN YAREMCHUK PHONE (407) 478-4803 FAX 478-0214 CONTACT JOHN CLIENT AYRES SAMPLES 45 COMPANY AYRES ASSOCIATES FACILITY 3901 -COCONUT PALM DRIVE #100 TAMPA. FL 33619 WORK ID HEARN/REX TAKEN 06L21/95 TRANS 98EYHOUND TYPE LIQUID/SOIL P.O. # 30-0216.00 INVOICE under separate cover SAMPLE IDENTIFICATION 01 HROW2-TW2 02 Ppe # 3 03 HROW2-7W1 04 HROW3-TW1 05 HROW3-TW2 06 HROW1-TW2 07 HROW1-TW1 OB E0. BLANK WATER # 1 09 EO. BLANK SOIL # 1 16 HROW1-SB 1 11 HROWI-SB 2 12 HROW1-68 3 13 HROW1-SB 4 _ 14 HROW1-SB 6 15 HROW1-SB 5 16 HROW2-S9 1 17 MRDW2 - SB 2 18 HROW2-SB 3 19 flROW2-SB 4 20 HRQW2-Sq 5 24 HROW2-SB 6 22 HROW3-SB 1 23 HROW3-S8 2 24 HROW3-SB 3 25 H8OW3-SB 4 26 HROW3-SB 5 TEST CODES aryl NAMES used on this Norkorder 080 PESTICIDES/PCO AS ARSENIC MEX TS METALS- TOTAL EXT.- SOIL TPH IR TPN. BY IR EPA 418.1/9073 I I 1 York Order N 95-06-084 11 0 Page 2 TOXIKOM CORP. REPORT Received: 06/23/95 07/05/95 09_43:06 SAMPLE IDENTIFICATION 27 HROY3-SB 6 1 28 HRCV-SB 1 29 HRCV-S8 2 30 HRCV-SB 3 31 HRCV-SR 4 32 1{RCV-SB 5 33 DUP N2 34 OUP N1 35_ HRON7-SB 7 36 HRON3-SB 7 37 HRON2-S3 7 38 HRCV-SB6 39 CV-DUP 40 METHOD BLANK • LIQUID Al MEAN % REG. LCS - LIQUID 42 RPD LCS - LIQUID 43 METHOD BLANK - SOIL 44 MEAN % REC. LCS - SOIL 45 RPD LCS - SOIL I 1 York Order N 95-06-084 11 0 I I Page 3 TORIKON CORP- REPORT Work Order # 95-06-084 Received: 06/23/95 Results by Saaple SAMPLE ID HROW2-TW2 SAMPLE # 01 FRACTIONS: A Date & Time Collected 06/21/95 1430:00 Category LIQUID TPII IR ND mg/L DL=1.0 SAMPLE ID DUP C 3 SAMPLE # 02 FRACTIONS: A , Date & Time Collected 06/21/95 Category LIQUID TPH IR ND mg/L DL=1.0 SAMPLE ID HROW2-TNI SAMPLE # 03 FRACTIONS: A , Date 8 Time Collected 06/21/95 14:50:00 Category LIQUID TPN_[R ND mg/L DL=1.0 I SAMPLE ID HROW3-TW1 SAMPLE # 04 FRACTIONS: A Date & Time Collected 06/21/95 13:20:00 Category LIQUID I 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 iPN IR MD mg/L DL=1.0 I SAMPLE ID HRON1-TI2 SAMPLE # 06 FRACTIONS: A , Date 8 Tina: Collected 06/21/95 17:40:00 Category LIQUID TPR—IR NO Ing/L DL=1.0 I SAMPLE ID HROWI-TUI SAMPLE # 07 FRACTIONS: A , Date 8 Time Collected 06/21/95 17:45:UO Category LIQUID TPN IR ND mg/L DL -1.0 SAMPLE ID EO. BLANK WATER # 1 SAMPLE # 08 FRACTIONS: A Date & Time Collected 06/22/95 08:15:00 Category LIQUID TPH IR RD mg/L I DL=1.0 I Page 4 TOXIKON CORP. REPORT York Order # 95-06-084 Received: 06/23/95 Results by Semple 1r I SAMPLE ID EQ. BLANK SOIL # 1 SAMPLE # 09 FRACTIONS: A I Date & Time Collected 06/22/95 08:20:00 Category LIQUID ' I I TPH IR NO — I mg/L DL=1.0 I SAMPLE ID HRON1-S8 1 SAMPLE # 10 FRACTIONS: A Date & Time Collected 06/19/95 15:37:00 Category SOIL I TPH_IR ND mg/Kg DL=5.D I i I SAMPLE 10 HROV1-SR 2 SAMPLE # 11 FRACTIONS: A I I Date & Time CoLlected 06/19/95 15:56:0D Category SOIL I TPH_IR 2860 I mg/Kg DL=5.0 I I I SAMPLE ID HRORI-SO 3 SAMPLE # 12 FRACTIONS: A I Date & Time Collected Ob/19/95 16:20:00 Category SOIL I TPH_IR 5.68 mg/Kg DL=5.0 I I I SAMPLE ID 11ROWl-SB 4 SAMPLE # 13 FRACTIONS: A Date 8 Tinge Collected 06/19/95 16:45:00 Category SOIL TPH_IR 1200 I mg/Kg DL=5.0 I I I SAMPLE 10 HRON1-SU 6 I SAMPLE # 14 FRACTIONS: A Date & Time Collected 06/21/95 16:30:00 Category SOIL I TPH_IR 13.8 I mg/Kg DL=5.0 I I I I SAMPLE ID HROMI-Se 5 SAMPLE # 15 FRACTIONS: A Date & Time Collected 06/19/95 17:15:00 Category SOIL I TPH_IR 3360 I Mg/Kg DL -5.0 I I I SAMPLE ID HR012-Se 1 SAMPLE # 16 FRACTIONS: A Date & Time Collected 06/20/95 09:15:00 Category SOIL � I TPN_IR NO I mg/Kg DL=5.0 I I Page 5 TOXIKOI CORP. REPORT Hork Order # 95-06-004 Received: 06/23/95 kesylts by Saxple / SAMPLE 10 HRO02 - Sg 2 SAMPLE # 17 FRACTIONS: A Date & Time Collected 06/20/95 09:55:00 Category SOIL TPII IR ND M/Kg OL=5.0 SAMPLE ID HROAL-SB 3 SAMPLE # 10 FRACTIONS: A Date & Time Collected 86/20/95 10:45.00 Category SOIL I TPH IR RD mg/Kg DL=5.0 I I SAMPLE ID HROY2-9111 4 SAMPLE # 19 FRACTIONS: A Date & Time Collected Ob/20/95 11:15.00 Category SOIL TPH _IR ND mg/K9 DL=5.0 I I ' SAMPLE ID HRON3^SB 3 SAMPLE # 24 FRACTIONS: A Date & Time Collected 04(20/95 1530.00 Category SOIL I TPN IR NO I mg/kg DL=5.0 I I SAMPLE ID HROW-SB 5 SAMPLE # 20 FRACTIONS: A I Date $ Time Collected O6/20/95 11:45.00 Category SOIL TPH IR 3780 I I mg/Kg DL=5.0 I � SAMPLE ID HRCY2-SB 6 SAMPLE # 21 FRACTIONS: A Date & Time Collected J10/95 I 12:30.00 Category SOIL TPH—IR 23.0 I I mg/kg DL=5.0 I SAMPLE ID HROU3-SB 1 SAMPLE # 22 FRACTIONS: A I Date & Time Collected 06/20/95 14:10.00 Category SOIL TPN IR No ' mg/kg DL=5.0 I � I SAMPLE ID HR0L3-SB 2 SAMPLE # 23 FRACTIONS: A Date 8 Time Collected 06/20/95 14:45.00 Category SOIL TPII IR ND I mg/kg DL=5.0 I I I ' SAMPLE ID HRON3^SB 3 SAMPLE # 24 FRACTIONS: A Date & Time Collected 04(20/95 1530.00 Category SOIL I TPN IR NO I mg/kg DL=5.0 I I 1 1 �f 1 1 Page 6 TOXIKON CORP. REPORT Mork Order # 95-06-004 Received: 06/23/95 Results by SaWte w SAMPLE ID IR0W-SB 4 SAMPLE # 25 FRACTIONS: A TPN_IR 73700 bate & Time Collected 06/20/95 17:10:00 Category SOIL mg/kg DL=5.0 SAMPLE ID HRON3-SB 5 SAMPLE # 26 FRACTIONS: A Date & Time Collected 06/27/95 00:42:00 Category SOIL 7PH IR 506 mg/kg DL=5.0 SAMPLE ID Hk0Z-S0 6 SAMPLE # 27 .FRACTIONS: A Date & Time Collected 06/20/95 16:45:00 Category SOIL AS 2.73 mg/Kg DL=7.00 1 1 �f 1 1 r Alpha -BHC Gama, -BHC (Lindane) NO .0013 NO .0013 Aroclor 1016 Aroclor 1221 Page 7 TOXIKOM CORP. REPORT Work Order # 95-06-004 rSAMPLE Received: 06/23/95 Results by Sade Aroclor 1232 ID HROW3-SB 6 FRACTION 27A TEST CODE AM NAME PESTICIDES/PCB r Heptachlor Date 8 Time Collected 06/20/95 16,45:00 Category SOIL Aroclor 1242 NO RESULT LIMIT RESULT LIMIT r Delte-BHC NO .0013 r Alpha -BHC Gama, -BHC (Lindane) NO .0013 NO .0013 Aroclor 1016 Aroclor 1221 NO 0.019 Bete -DHC NO .0013 Aroclor 1232 NO 0.019 Heptachlor NO .0013 Aroclor 1242 NO 0.019 Delte-BHC NO .0013 Aroclor 1240 NO 0.019 Aldrin NO 0.019 NO .0013 Aroclor 1254 NO 0.019 Heptach Lor Epoxide NO .0013 Aroclor 1260 Endosulfan I 4,41 -DDE NO .0013 NO .0013 NO 0 019 Dieldrin NO .0013 Endrin NO .0013 4,4' -DDD NO .0013 Endosulfan 11 NO .0013 4,4 --DDT NO .0013 Endrin Aldehyde NO .0013 Endosulfan Sulfate ND .0013 chlordane NO 0.019 Toxaphene Methoxychlor NO 0.065 NO .0013 rEXTRACTED: Notes and Definitions for this Report: 06127/95 DATE RUN: 06/27195 ANALYST: NO INSTRUMENT: HP -2 DIL. FACTOR: 4 rUNITS: MG/KG NO = not detected at detection Limit 1 r r [1 Page a TOXTKOM CORP. REPORT York Oyler 8 95-06-085 Received: 06/23/95 Results by S=WLO JAMPLE t0 IfRCV-S8 1 SAMPLE # 28 FRACTIONS: A Date & Time Collected 06/2U95 11:00:00 Category SOIL AS 0.844 mg/Kg DL=0.500 LJ 11 i J�� U Page 9 TOXIKON CORP. REPORT Mork Order B 95-06-084 Received: 06/23/95 Results by Smple SAMPLE 10 HRCy-SB 1 FRACTION 28A TEST CODE 80110 NAME PESTICIDES/PCB Date & Time Collected 06/22/95 11:00:00 Category SOIL Alpha-BIIC Gamna -BHC (Lindane) Bete -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan 1 4,4' -DDE Dieldrin Endrin 4,4' -DDD Erdosulfan 11 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT ND .0013 Aroclor 1016 NO .0013 Aroclor 1221 ND .0013 Aroclor 1232 ND .0013 Aroclor 1242 ND .0013 Aroclor 1248 ND .0013 Aroclor 1254 NO .0013 Aroclor 1260 NO .0013 ND .0013 NO .0013 ND .0013 NO .0013 ND .0013 ND .0013 ND .0013 NO .0013 NO 0.020 643 0.070 NO .0013 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ANALYST; M0 INSTRUMENT: HP -2 DIL. FACTOR: 4 UNITS; MG/KG NO = not detected at detection limit RESULT LIMIT NO 0.020 ND 0.020 NO 0.020 NO 0.020 NO 0.020 ND 0.020 ND 0.020 7 Page 10 TOXIKON CORP. REPORT Work Order # 95-06-084 Received: 06/73/95 Results by Sampte y SAMPLE ID IIRCV-SB 2 SAMPLE # 29 FRACTIONS: A ' Date 8 Time Collected 06/22/95 12:20:00 Category SOIL AS ND m01K9 DL=0.500 C pm 1 Page 11 TOXIKON CORP. REPORT York Order $ 95-06-084 ' Received: 06MI95 Results by Saapte SAMPLE ID HRCV-SB 2 FRACTION _9% TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Co Llected 06/22/95 12:20:00 Category SDIL ' RESULT LIMIT RESULT LIMIT ' Alpha -BHC NO .0013 Aroclor 1016 ND 0.020 Gamna -BHC (Lindane) ND .0013 Aroclor 1221 ND 0.020 Beta -BHC ND .0013 Aroclor 1232 ND 0.020 Heptachlor ND .0013 Aroclor 1242 ND 0.020 Delta -811C ND .0013 Aroclor 1248 ND 0.020 Aldrin ND .0013 Aroclor 1254 ND 0.020 ' Heptachlor Epoxide Endosulfan I ND .0013 Aroc tot 1260 NO .0013 ND 0.020 4,4' -DDE NO .0013 Dieldrin ND .0013 Endrin ND .0013 4,4' -DDD ND .0013 Endosulfan 11 ND .0013 ' 4,4, -DDT Endrin Aldehyde ND .0013 ND .0013 Endosulfan Sulfate ND .0013 Chlordane ND 0.020 ' Toxaphene 655 0.070 Methoxych Lor ND .0013 ' Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ' ANALYST: MO INSTRUMENT: HP- DIL. FACTOR: 4 ' UNITS: MG/KG ND a not detected at detection Limit I Page 12 TOXIKON CORP. REPORT Work Order # 95-06-01% Received: 06/23/95 Results by Sade SAMPLE ID NRCV-50 3 SAMPLE N 30 FRACTIONS: p Date & Time Collected 06/22/95 13:30:00 Category SOIL AS 112 mg/Kg DL=20.0 I Page 13 TUKIKON CORP- REPORT Work Order A 95-06-084 Received: 06/73/95 Results by SaWle SAMPLE ID HRCU-SH 3 FRACTION 30A TEST CODE 8080 NAME PESTICIDES/PCH Date 8 Time Collected D6/22/95 13:30:00 Category SOIL Alpha-BNC Gamna -BHC (Lindone) Sets-BHG Heptachlor Delta -1111C Aldrin Heptachlor Epoxide Endosulfen 1 4,4' -DDE Dieldrin Endrin 4,4' -DDD Endosulfan 11 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor U I J RESULT LIMIT ND 1.90 Aroclor 1016 NO 1_90 Aroclor 1221 NO 1__90 Aroclor 1232 ND 1_90 Aroclor 1242 ND 1_`90 Arcclor 1248 ND 1_90 Aroclor 1254 ND 1`90 Aroclor 1260 ND 1`90 ND 1.90 ND 1.90 ND 1.90 ND 1.90 ND 1.90 ND 1.90 ND 1.90 NO 1.90 ND 28.0 4300 92.0 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 RESULT LIMIT ND 28.0 ND 28.0 ND 28.0 NO 28,0 ND 28-0 NO 28.0 ND 28.0 Page 14 TOXIKOH CORP. REPORT Hark Order # 95-06-004 Received: 06/23/95 Results by SaWte V SAMPLE 10 HRCV-SB 4 SAMPLE # 31 FRACTIONS: A I De to & Time Collected 9122/95 14:45:00 Category SOIL �� II I AS 77_T M/Kg DL -2,50 I I 1 11 U u U I] U 1 H Page 15 TOXIKOM CORP. REPORT York Order B 95-06-084 Received: 06/23/95 Results by Sample I` SAMPLE ID HRC9-SH 4 FRACTION 31A TEST CODE H118g_ NAME PESTICIDES/PCB . -_I Date 8 Time Collected 06/22/95 14:45.00 Category SOIL RESULT .LIMIT RESULT LIMIT [_+ Alpha -BHC ND 0.004 Aroclor 1016 NO 0.060 Gamna -BHC (Lindane) ND 0.004 Aroclor 1221 ND 0.060 Bete-8HC ND 0.004 Aroclor 1232 ND0.060 f� pL ,Heptachlor ND 0.004 Aroclor 1242 ND 0.060 Delta -BHC ND 0_.004 Aroc Lor 1248 0.060 Aldrin ND 0.004 Aroclor 1254 _NQ ND 0.060 Heptachlor Epoxide ND 0.004 Aroclor 1260 ND 0.060 EndosuLfan I ND 0.004 4,41 -DOE ND 0.004 Dieldrin No 0.004 Endrin ND 0.004 4,41 -DDD ND 0.004 Endosulfan 11 ND 0.004 4,41 -DDT ND 0.004 Endrin Aldehyde No 0.004 Endosulfan Sulfate NO 0.004 Chlordane ND 0.060 Toxaphene 56.4 0.160 —' ' Methoxychlor NO 0.004 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ANALYST: X10 INSTRUMENT: HP -2 DIL. FACTOR: 10 ' UNITS: MG/KG ND - not detected at detection limit 1 H 1 Page 16 Received: 06/23/95 TOXIKDN CORP. REPORT Work Order S 95-06-084 Results by Sauple V SAMPLE ID IIRCV-SO 5 SAMPLE # 32 FRACTIONS: A ' I I AS 20.8 Date & Time Collected 06/22/95 15:30:00 Category SOIL mg/Kg DL=2.50 I � ' I Page 17 TOXIKON CORP. REPORT York Order R 95-06-084 1 Received: 06/23/95 Results by SnW[e SAMPLE ID 14RC9-SB 5 FRACTION 32A TEST CODE 8080 NAME PESTICIDES/PCH ' Date $ Time Collected 06/22/95 15:30:00 Category SOIL RESULT LIMIT RESULT LIMIT 1 I 1-1 1 0 Alpha -BHC Gag" -BHC (lindane) Beta -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan I 4,4' -DDE Dieldrin Endrin 4,4' -DDD Endosulfan 11 4,4' -DDT Endrin Aldehyde Endosutfan Sulfate Chlordane Toxaphene Methoxychlor NO 0.185 Aroclor 1016 ND 0.185 Aroclor 1221 NO 0.185 Aroclor 1232 NO 0.185 Aroclor 1242 ND 0.185 Aroclor 1248 NO 0.185 Aroclor 1254 ND 0.185 Aroclor 1260 ND 0.185 NO 0.185 ND 0.185 NO 0.185 NO 0.185 NO 0.185 ND 0.185 NO 0.185 NO 0.185 ND 2.80 224 8.00 NO 0.185 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ANALYST: MO INSTRUMENT: HP -2 OIL. FACTOR: 500 UNITS: MO/KG ND = not detected at detection limit NO 2,80 NO 2,80 NO 2.80 NO 2.80 NO 2.80 NO 2.80 ND 2.60 i SAMPLE ID HRON1-SH 7 SAMPLE # 35 FRACTIONS: A Page 18 TOXIKON CORP. REPORT Vork Order # 95-06-0& Category SOIL Received: 06/23/95 Results by Saaple mg/kg DL -5.0 I SAMPLE ID DUP # 2 SAMPLE # 33 FRACTIONS: A Date & Time Collected not specified Category SOIL SAMPLE ID HRON3-SB T I iPH_IR 464 I I mg/kg DL=5.0 16:15:00 Category SOIL I ag/kg DL=5.0 I I SAMPLE ID DUP # 1 SAMPLE # 34 FRACTIONS: A I Date & Time Collected not specified Category SOIL SAMPLE ID HRON2-SB 7 17PH IR 4270 mg/kg DL=5.0 Category SOIL I iPN_IR 39.0 I A /v)) SAMPLE ID HRON1-SH 7 SAMPLE # 35 FRACTIONS: A I Date & T1Ma Collected 06/22/95 09:15:00 Category SOIL I TPH tR ND mg/kg DL -5.0 I I I SAMPLE ID HRON3-SB T SAMPLE # 36 FRACTIONS: A I Date & Time Col Lected D6/20/95 16:15:00 Category SOIL TPH_IR RD ag/kg DL=5.0 I I I SAMPLE ID HRON2-SB 7 SAMPLE # 37 FRACTIONS: A Date & Time Collected 06/20/95 13:10:00 Category SOIL I iPN_IR 39.0 ' I Ag/kg DL -5.0 I I I ' I SAMPLE ID 11RCV-S86 SAMPLE # 38 FRACTIONS: A Date & Time Collected 06/22/95 16:40:00 category SOIL ASL NO - I mg/Kg DL=0.500 I I I I SAMPLE ID CV-DUP SAMPLE # 39 FRACTIONS: A I Date & Time Collected Rot specified Category SOIL (I I AS 17.5 ■ I mg/Kg DL=2.50 I A /v)) 1 Page 19 TUXIKON CORP. REPORT Work Order tt 95-06-084 Received: 06/23/95 Results by Sade SAMPLE ID CV -OUP FRACTION 39A TEST CODE 8080 NAME PESTICIDES/PCO Date 8 Time Collected not specified Category SOIL RESULT LIMIT RESULT LIMIT I Alpha -BHC ND 0.800 Aroclor 1016 ND 11.3 Gamma -BHC (Lindane) NO 0,800 Aroclor 1221 NO 11.3 Beta-8HC ND 0.800 Proctor 1232 NO 11.3 Heptachlor NO 0.800 ArocLor 1242 ND 11.3 Delta -BHC ND 0.800 Aroclor 1248 ND 11.3 Aldrin ND 0.800 Aroclor 1254 NO 11.3 - Heptachlor Epoxide NO 0.800 Aroclor 1260 NO 11.3 ErdosuLfan I NO 0.800 4,4' -ODE NO 0.800 Dieldrin ND 0.800 Endrin 4,4' -DOD ND 0.800 NO 0.800 Endosulfan II ND 0.800 4,41 -DDT NO 0.800 Endrin Aldehyde NO 0.800 Endosulfan Sulfate NO 0.800 Chlordane NO 11.3 Toxaphene 161 38.0 Methoxychlor NO 0.800 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ANALYST: RD INSTRUMENT: HP -2 DIL. FACTOR: 2E+3 UNITS: MG/KG ND = not detected at detection limit 1 I Page 20 TOILIKOM CORP. REPORT York Order 0 95.06-084 Received: 06/23/95 ResuLts by Seaple Y I SAMPLE ID fKlIOD BLANK — LIQUID SAMPLE # 40 FRACTIONS: A Date 8 Time Collected not specified Category OC I iPH_IR MD mg/L DL -1.0 ' I i I SAMPLE ID MEAN % REC. LCS - LIQUID SAMPLE # 41 FRACTIONS: A Date 8 Time Collected not specified Category RC I I TPH_IR 107 I I % I I SAMPLE ID RPD US - LIQUID SAMPLE # 42 FRACTIONS: A Date 8 Time Cotlected mt specified Category OC I I iPH IR 6.8 I I % I I I SAMPLE ID METHOD BLANK - SOIL SAMPLE # 43 FRAC7IONS: A Date 8 Time Collected rat specified Category OC I I AS NO TPH_IR MD I mg/Kg DL=0.500 mg/kg DL=5.0 pu r Page 21 TUXIKON CORP. REPORT York Order # 95-06-084 ' Received: 06/23/95 Results by Saaple SAMPLE ID METUOD BLANK - SOIL FRACTION 43A TEST CODE 8080 NAME PESTICIDES/PCR Date & Time Collected not soecffied Category OC L] U 11 II RESULT LIMIT ND .0005 Arm tor 1016 ND .0005 Aroclor 1221 ND .0005 Arm [or 1232 NO .0005 Aroclor 1242 ND .0005 Arm Lor 1248 ND -0005 Aroclor 1254 NO .0005 Aroclor 1260 ND .0005 NO .0005 ND .0005 ND .0005 ND .0005 ND .0005 ND .0005 NO .0005 ND .0005 ND 0.005 ND 0.020 ND ,0005 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: NG/KG NO = not detected at detection limit RESULT LIMIT ND 0.020 NO 0.020 ND 0.020 NO 0.020 ND 0.020 ND 0.020 ND 0.020 Alpha -BHC G8mma-811C (Lindane) Beta -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan I 4,4' -ODE Dieldrin r Endrin 4,4' -DOD Endosulfan II 4,41 -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor L] U 11 II RESULT LIMIT ND .0005 Arm tor 1016 ND .0005 Aroclor 1221 ND .0005 Arm [or 1232 NO .0005 Aroclor 1242 ND .0005 Arm Lor 1248 ND -0005 Aroclor 1254 NO .0005 Aroclor 1260 ND .0005 NO .0005 ND .0005 ND .0005 ND .0005 ND .0005 ND .0005 NO .0005 ND .0005 ND 0.005 ND 0.020 ND ,0005 Notes and Definitions for this Report: EXTRACTED: 06/27/95 DATE RUN: 06/27/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: NG/KG NO = not detected at detection limit RESULT LIMIT ND 0.020 NO 0.020 ND 0.020 NO 0.020 ND 0.020 ND 0.020 ND 0.020 Page 22 TOXIKON CORP. REPORT Nark Order # 95 -06 -ON Received. 06/23/95 Results by Seaple SAMPLE ID WAN X REC. LCS - SOIL SAMPLE # a FRACTIONS. A Date & Time Collected not j{led Category OC AS 90 TPN_CR. 700 I X X I I I I OR I UV 1 Page 23 TOXIKON CORP- REPORT York Order # 95 -06 -OM ' Received: 06723795 Results by Sample SAMPLE ID MEAN X REC. LCS - SOIL FRACTION 44A TEST CODE 8088 NAME PESTICIDESIPO Date 8 Time Collected not specified Category CC RESULT LIMIT RESULT LIMIT Alpha -BHC 106 % Aroclor 1016 x Gamna -BHC (Lindane) 80 Aroclor 1221 X Bete -UNC __3 84 % Aroclor 1232 x Heptachlor 106 % Aroc Lor 1242 x % Delta -BHC 91 % Aroclor 1248 x x X % Aldrin 87 % Aroclor 1254 Heptachlor Epoxide B3 % Aroclor 1260 x % Endosulfan I 76 x X 4,4 --DDE 76 Dieldrin 78 .X Endrin 85 % ' 4,41 -DDD 80 % Endosutfan 11 82 X 4,40 -DDT 105 X Endrin Aldehyde 89 % Endosulfan Sulfate 92 X Chlordane x % Toxaphene 96 % Methoxychlor 105 % Notes and Definitions for this Report: EXTRACTED: 06/08/95 DATE RUN: 06/09/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: NO = not detected at detection limit I I 11 I I if Pa0e 24 TOKIKOR CORP. REPORT Werk Order $ 95 -06 -ON Received: 06/23/95 Results 6y Seeple 1 SAMPLE 1D SPD LCS - SOLL SAMPLE # 45 FRACTIONS: A Date $ Time Collected not soee ified Category OC AS 1.7 TPN IR LO % % I � I 10 Page 25 TOXIKON CORP. REPORT York Order # 95-06-084 Received: 06/23/95 ResultsDY 5 oople ' SAMPLE ID RPD LOS - SOIL FRACTION 45A TEST CODE 8080 NAME PESTICIDES/PCB _ Date & Time Collected not specified Category OC RESULT LIMIT RESULT LIMIT Alpha -BHC 6.6 % Aroclor 1016 . Gamna -BHC (Lindane) 8.0 % Aroclor 1227 % Bele-BHC 0 % Aroclor 1232 ♦ % HeptachLor Delta -BHC 10 % Aroclor 1242 5.4 % Arm Lor 1248 . . % % Aldrin 6.9 % Aroclor 1254 . % Heptachlor Epoxide 1.2 % Aroctor 1260 Endosulfan 1 6.6 % . % 4,4' -DDE T 9 % Dieldrin 9.0 % Endrin 5.9 % 4,4 --DDD 3.8 % Enlosulfan 11 4.9 % 4,4 --DDT 10 % Endrin Aldehyde 4.5 % EndosuLfan Sulfate 4.3 % Chlordane • % Toxaphene 0 % - Methoxychlor 6.7 % Notes and Definitions for this Report: EXTRACTED: 06/08/95 ' DATE RUN: 06/09/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: _% NO = not detected at detection Limit I 10 I 1 1 1 1 I 1 Page 26 TOXIKOK CORP. REPORT Work Order # 95-06-084 Received: 06/23/95 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 )E( 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 TPH IR NAME TPH BY IR EPA 418,11W73 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, ON. 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. 9 2 0 U "'- I -?<,I -,,< ¥- IT -w �/ A. a e< / . ± » . ± � �\ 2 ( < V) S {/{ $ ¥- IT -w �/ A. a e< / . zav . � �\ 2 ( < V) S {/{ $ © k {k§ \ ) 4 e Lu\ 2 2 P: ; k / DO e�&k}i & § cA!10 ¥- IT -w �/ A. a e< zav � NMI MI ON NMI Ml Sol NMI ANONNIm ME Womoam u000m a (7 w ®R-, w Ill W Q Q Q xX�G� Xo® w 0 Z D 0 a 5 Z _ 7� yr .arvN o } D � � !q 0''w (9 E 13 Z 4 yN F. m W Q o oYl X F- Cp=01m=� o 6 V a it m IYroa NN ❑ �O d, w Womoam u000m a (7 w ®R-, w Ill W Q Q Q xX�G� Xo® w n r. O w Q O Z- '. ^+ c° O U w m "� I lo. a CL p�o w Ww w r oc oY C ■ g E F K Z 7•d -� "a z w a O O O O o o x O Y ova IL (L o W w O W liffi1\tom 5 w L16 N D N wi : ri m a ------------ V` zg O o o - 1 o� d a O LL `� Q Q a o. n r. O w Q O Z- '. ^+ c° O U w m "� I lo. a CL p�o w Ww w r oc oY C ■ g E F K Z 7•d -� "a z w a O O O O o o x O Y ova IL (L o W w O W liffi1\tom 0 Z 0 z a o 0 W £�T LU E Z C n a. ,ffi m 'O ji 13 Z'13 T C N O N=4) N�Oov'E= O BOOM BMW 01 S) � Q 'tom f' J o ui v m to 0oaw ry C'L �i n BMW 01 S) � Q 'tom f' J o ui v m to 0oaw Page 1 TOXIXON CORP. REPORT Work Order # 95-06-12B Received: 06/30/95 07/19/95. 15:57:24 REPORT AYRES ASSOCIATES PREPARED TOXIKON WEST. PALM BEACH TO 3901 -COCONUT PALM DRIVE #100 BY 1860 OLD OKEECHOBEE RD. # 01 TAMPA. FL 33619 WEST PALM BEACH. FL 33409 813-628-0742 FAX:813-628.0939 HRS #E86278 QA# 91015DG - RTIFIED Y ATTEN SHARON LAT2 ATTER JOHN YAREMCHUK PHONE 407 4 -4803 FAX 478-0214 CONTACT JOHN CLIENT AYRES SAMPLES 24 COMPANY AYRES ASSOCIATES FACILITY 3901 -COCONUT PALM DRIVE #100 TAMPA. FL 33619 SAMPLE IDENTIFICATION 01 HRPS1-SB1 02 WORK 10 30-0216.00 HEARN REX '- TAKEN 06/27/95 D4 TRANS GREYHOUND 05 TYPE P.O. # LIQUID/SOIL 30-0216.00 06 INV. # 1494 SAMPLE IDENTIFICATION 01 HRPS1-SB1 02 HRPS1-SB2 03 HRPSI-SB3 D4 HRPS2-SBI 05 HRPS2-SB2 06 HRP$2-SB3 07 OUP #5 08 HRPS2-BW1 09 HRPS1-TW1 10 HRPS1-TW2 11 HRPS1-TW3 12 HRP$2`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 TEST CODES and MANES used en this Workorder 601602 PURG. HALOCARBONS 8 ARDMAT 0#„1020 PURGEABLE HAL. & ARO. SOIL 8080 PESTICIDES/PCB 8100 PAH 81405 ORG. PHOS. PEST. -SOIL 1140W DRG. PHOS. PEST. -WATER 8150S CHLORINATED HERB. -SOIL 815OW CHLORINATED HERB. - WATER I Page 2 TOXIKON CORP. REPORT Work Order Y 95-06-128 Received: 06/30/95 Results by Saaple SAMPLE ID HRPSI-SB1 FRACTION 01A TEST CODE 801020 NAME PURGEABLE HAL. & ARO. SOIL Date & Time Collected 06/27)95 11:40:00 Category SOIL 1 EPA 8010 RESULT LIMIT ' Chloromethane ND 2_00 Bromomethane ND 2_00 Vinyl Chloride ND 22^00 1, Dichlorodifluoromethane ND 2_00 Chloroethane NO 2_00 _.. Methylene Chloride ND 2_00 Trichtorofluoromethane ND 2_00 1,1-Dichloroethene ND 2_00 1,1-Dichloraethane ND 2_00 trans-l,2-Dichloroethene ND 2_00 1 Chloroform ND 2_00 1,2-Dichloroethane NO 2_00 1,1,1 -Trichloroethene ND 2_00 carbon tetrachloride ND 2_00 1 Rroowd ich l oromethane No 2.00 1,2-Dichloropropane ND 2_00 Trans-1,3-Dichloropropane No 22=00 1 Trichloroethene ND 2_00 cis-1,3-Dichloropropene No 2_00 1,1,2 -Trish Loroethene ND 2_00 1 Dibromochloromethene ND 2_00 2-ChLoroethylvinyl ether NO 2_00 Bromoform ND 2_00 1,1,2,2 -Tetrachloroethane NO 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 1 Notes and Definitions for this Report: l_] 1 ND = not detected at detection limit 11 1 1 EPA 8020 Benzene Toluene Ethylbenzene Xylenes (Total) MTBE DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -1 DIL. FACTOR: 1 UNITS ua/Ka RESULT LIMIT ND 2.00 ND 2_00 ND 2_00 ND 2_OD ND 2_00 1 1 110 Page 3 TDKIKON CORP. REPORT Work Order S 95-06-128 Received: 06/30/95 Results by Sample SAMPLE 10 HRPSI-SB1 FRACTION Z TEST CODE 8080 NAME PESTICIDES/PCN Date 8 Tine Collected 06727/95 11:40:00 Category 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 LI 4,4+ -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT ND 0;30 Aroclor 1016 NO 0`30 Aroclor 1221 NO 0`30 Aroclor 1232 ND 0.30 Aroclor 1242 NO 0_30 Aroc Lor 1248 ND 0.30 Aroclor 1254 NO 0_30 Aroclor 1260 ND 0_30 NO 0.30 ND 0.30 No 0_30 ND 0.30 NO 0.30 ND 0_30 ND 0_30 ND 0_30 No 5_00 ND 20.0 ND 0_30 Notes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 07/07/95 ANALYST: -W INSTRUMENT: HP -2 OIL. FACTOR: 1 UNITS: UG/KG ND = not detected at detection limit RESULT LIMIT NO 5_00 NO 5_00 ND 5.00 ND 5.00 ND 5,00 ND 5.00 ND 5.00 F 1 1 I Page 4 TOXIKON CDRP. REPORT York Order 0 95-06-128 ' Received_ 06/30/95 RftUtta by Smple ' SAMPLE ID NRPSI-581 FRACTION 011 TEST CODE 0110 NAME PAN Date 8 lime Collected 06/27/95 11_40:00 Category SOIL ' POLYNUCLEAR AROMATIC HYDROCARBONS DILUTION........ 1 DETECT RESULT LIMIT CAS NUMBER NaphthaLene NO 200 91-20-3 1 -Methylnaphthalene NO 200 2 -Methylnaphthalene NO 200 Acenaphthylene ND 200 208-96-8 .— Acenaphthene NO 200 83-32-9 FLuorene NO 200 86.73-7 Phenanthrene NO 200 85-01.8 Anthracene NO 200 120-12-7 FLuoranthene NO 200 206-44-0 Pyrene NO200 129-00-0 j eenzo(a)nnthracene NO 200 56-55-3 j Chrysene ND 200 218-01.9 Behzo(b)fluoranthene NO 200 205.99-2 Benzo(k)fl uoranthene NO 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 NO 200 53-70-3 Benzo(g,h,i)perylene NO 200 191-24.2 1 1 I NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 07/03/95 ' DATE RUN........ 07/03/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... ua/KR DILUTION........ 1 NO = NOT DETECTED AT DETECTION LIMIT 1 1 I I Page 5 TOKIKOM CORP. REPORT Work Order g 95-06-128 Received: 06/30/95 Results by SaWle SAMPLE ID HRPS1-SBI FRACTION OIA TEST CODE 81405 NAME ONG. PHOS- PEST. -SOIL Date & Time Collected 06/27/95 11:40:00 Category SOIL RESULT UNITS = OOT/Kg Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: -....- HP -4 OIL. FACTOR: I NO = not detected at detection limit i 1 r -Q ' O'da Azinphos Methyl No 1.00 Demeton NO 0.500 Diazinon NO 0.500 Disulfoton NO 0.500 ' Ethlon NO 1_00 Malathion NO 1_00 -- Parathion Ethyl NO 0.100 Parathion Methyl NO 0.100 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: -....- HP -4 OIL. FACTOR: I NO = not detected at detection limit i 1 r -Q ' O'da �J Page 6 TOXIKOM CORP- REPORT Work order N 95-06-128 t �. Received: 06/30/95 ResuLts by Swplo -� SAMPLE ID HRPSI-SBI FRACTION TEST CODE 81505 NAME OHLORINATED HERE --SOIL l� Date & Time Collected 06!27/95 11:40:00 Category SOIL RESULT LIMIT UNITS = ug/Kg 2,4-D8 ND 750 2,4-D NO 750 2,4,5-T NO 7 Silvex (2,4,5 -TP) ND 750 Dinoseb (DNBP) NO 750 DaLapon ND 750 Dicambs NO 750 Dichtorprop ND 750 MCPA NO 7500 ' MCPP NO 7500 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/17195 ANALYST: SR - INSTRUMENT: GC DIL. FACTOR: 1 e NO = not detected at detection limit I Page 7 TOXIXON CORP. REPORT Mork Order / 95-06-128 LJ Received. 06/30/95 Results by Searle SAMPLE ID HIIPS1-602 FRACTION D2A TEST CODE 801020 NAME PUROEABLE KAL. i ARO. SOIL Date 8 Tine Collected 06/27/95 12:25.00 Category SOIL EPA 0010 NO = not detected at detection limit EPA 6020 DATE RUN: 07103M ANALYST: MAP INSTRUMENT: HP- DIL. FACTOR: 1 UNITS ug/Ka RESULT LIMIT NO 2.00 ND 2.00 NO 2_00 ND 2.00 ND 2.OD Es RESULT LIMIT Chlorosethene ND 2_00 Benzene Toluene Bronwmethane NO 2_00 EthyLbenzene Vinyl Chloride ND 2_00 Xylenes (Total) ' Dichlorodifluoromethane ND 2_00 MTBE chloroethane ND 2_00 - - Methylene Chloride _ ND 2_00 Trichlorofluoromethane ND 2_00 ' 1,1-Dichloroethene ND 2_00 1,1-Dichloroethane NO 2_00 trans-1,2-Dichloroethene NO 2_00 1 Chloroform ND 2.00 1,2-Dichloroethane NO 2_00 1,1,1 -Trichloroethane ND 2;00 Carbon tetrachloride NO 2.00 ' Bromodichloromethane NO 2.00 1,2-Dichloroprupane NO 2_00 7rans-1,3-Dichloropropane ND 2_00 Trichloroethene ND 2_00 cis-1,3-Dichloropropene NO 2.00 1,1,2-Trichlor0ethene ND 2.00 Dibromuch Loromethane ND 2_00 2-Chloroethylvinyl ether ND 2_00 Broaeform NO 2.00 1,1,2,2 -Tetrachloroethane ND 2_00 . ' Tetrachloroethene ND 2.Do Chlorobenzene ND 2.00 1,4 -Dichlorobenzene ND 2,00 1,3-DichLorobenzene ND 2_00 1,2 -Dichlorobenzene NO 2_00 Notes and Definitions for this Report: NO = not detected at detection limit EPA 6020 DATE RUN: 07103M ANALYST: MAP INSTRUMENT: HP- DIL. FACTOR: 1 UNITS ug/Ka RESULT LIMIT NO 2.00 ND 2.00 NO 2_00 ND 2.00 ND 2.OD Es Ul Page 8 TOXIKOR CORP. REPORT York Order Y 95-06-128 Received: 06/30/95 Results by Swple SAMPLE ID HRPSI-S82 FRACTION 02A TEST CODE TIM NAME PESTICIDES/PCH Date & Time Collected 06/27/95 12:25:00 Category SOIL Alpha -BHC Gamna -BHC (Lindane) Beta -ERC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan 1 4,4' -DDE Dieldrin Endrin 4,4' -DDD Erdosulfan It 4,41 -DOT Endrin Aldehyde Endosutfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT ND 0_30 Aroclor 1016 NO 0_30 Aroclor 1221 NO 0_30 Aroclor 1232 NO 0.30 Aroclor 1242 ND 0.30 Aroclor 1240 ND 0.30 Aroclor 1254 NO 0.30 Aroclor 1260 NO 0.30 NO 0.30 NO 0_30 NO 0.30 NO 0_30 NO 0.30 NO 0.30 NO 0.30 ND 0.30 ND 5.00 NO 20.0 ND 0.30 Notes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/KO ND = not detected at detection limit RESULT LIMIT ND 5_00 ND 5_00 NO 5_00 NO 5.00 NO 5.00 ND 5.00 NO 5.00 I Page 9 TOXIKON CORP- REPORT York Order P 95-06-128 kill Received_ 06/30/95 kesults by Staple SAMPLE ID HRPS1-SB2 FRACTION 02A TEST CODE 8100 NAME PAN Date 8 Ti aye Collected 06/27/95 12:25:00 Category SOIL POLYNUCLEAR AROMATIC HYDROCARBONS DETECT RESULT LIMIT CAS NUMBER ' Naphthalene NO 200 91-20-3 INSTRUMENT...... PE UNITS........... ua/Ka 1 -Methylnaphthalene NO 200 NO = NOT DETECTED AT DETECTION LIMTT 2-Nethylnephthal ene NO 200 Acenaphthylene NO 200 208-96-8 - Acenaphthene NO 200 83-32-9 FLuorene NO 200 86-73-7 '. Phenanthrene ND 200 85-01-8 Anthracene NO 200 120-12.7 Fluoranthene ND 200 206-44-0 Pyrene No 200 129-00-0 Benzo(a)anthracene NO 200 56-55-3 Chrysene ND 200 218-01-9 Benzo(b)fluorenthene NO 200 205-99-2 ' Benzo(k)f Luoranthene NO 200 207-08-9 Benzo(a)pyrene ND 200 5032-8 .� 1ndeno(1,2,3-cd)pyrene NO 200 193-39.5 Dibenz(a,h)anthracene ND 200 53-70.3 Benzo(g,h,i)perylene NO 200 191-24-2 NOTES AND DEFINITIONS FOR THIS REPORT: ' EXTRACTED....... 07/03/95 DATE RUN........ 07/03/95 ANALYST......... BF ' - INSTRUMENT...... PE UNITS........... ua/Ka DILUTION........ 1 NO = NOT DETECTED AT DETECTION LIMTT [ Page 10 TO%IKON CORP. REPORT York Order N 95-06-120 I •i L-� lr Received: 06/30/95 Results by Sample SAMPLE ID IIIiPS1-s02 FRACTION 02A TEST CODE 81405 NAME ORG. PHOS. PEST --SOIL L� Date & Time Collected 06/27/95 12:25:00 Category SOIL RESULT UNITS = mg/Kg Azinphos Methyl NO 1,00 Demeton NO 0.500 Diazinon NO 0.500 .. Disulfoton _ DD 0.500 Ethion NO 1_00 Malathion NO 100 .-. Parathion Ethyl ND0.100 tParathion 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 L I F I ' Il u 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 B15OS NAME CHLORINATED HERB. -SOIL Date & Time Collected 06/27/95 12:25:00 Category SOIL -- RESULT LIMIT UNITS ug/Kg 2,4 -DB NO 250 2,4-D NO 250 2,4,5-7 ND 250 Silvex (2,4,5 -TP) ND 250 Dinoseb (DHBP) ND 250 DaLapon ND 250 Dicamba ND 250 Dichlorprop 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 DIL. FACTOR: 1 ND - not detected at detection limit I P 1 pv�a Page 12 TOXIKON CORP. REPORT Work Order A'95-06-128 Received: 06/30/95 Results by SaWte SAMPLE 10 HRPSl-S83 FRACTION 03A TEST CODE 601020 NAME PURGEABLE HAL. & AND. SOIL Date & Time Collected 06/27/95 13:10:00 Category SOIL EPA 8010 Notes and Definitions for this Report: ND = not detected at detection Limit EPA 8020 RESULT LIMIT RESULT LIMIT 2.00 NO 2,00 ND Benzene Chloromethane NO 2_00 Toluene Bromomethane ND 2.00 Ethylbenzene Vinyl Chloride NO 2_00 Xylenes (Total) Dichlorodifluoromethane NO 2_00 MTBE Chloroethene RD 22=00 Methylene Chloride NO 2_00 Trichlorofluoromethane ND 2.00 1,1-Dichloroethene NO 2_00 1,1-Dichloroethane ND 2.00 trans-l,2-D(chLoroethene ND 2.00 Chloroform ND2, 2.00 1,2-Dichloroethane NO 2_00 1,1,1 -Trichloroethane ND 2_00 Carbon tetrachloride ND 2.00 Bromodichloromethene NO 22=00 1,2-Dichloropropane NO 2_00 Trans-1,3-Dichloropropane NO 2.00 Trichloroethene ND 2_00 cis-1,3-Dichtoropropene NO 2_00 1,1,2 -Trichloroethane ND 2.00 Dibromoch Loromethane No 2.00 2-ChloroothyLvinyt ether ND 2_00 Bramoform ND 2_00 1,1,2,2 -Tetrachloroethane_ ND 2__-_00 , Tetrachloroethene NO 2_00 Chlorobenzene ND 2_00 1,4 -Dichlorobenzene NO 2_00 1,3-Dichtorobenzene ND 2_00 1,2-Dich Lorobenzene NO 2`_00 Notes and Definitions for this Report: ND = not detected at detection Limit EPA 8020 RESULT LIMIT RD 2.00 NO 2,00 ND 2_00 ND 2_00 NO 2_00 DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -1 DIL. FACTOR: 1 UNITS ua/Kg I Page 13 TOXIKDN CORP. REPORT York Order i 95-06-128 Received: 06/30/95 Results by Sale SAMPLE ID HRPS1-SR3 FRACTION 03A TEST CODE 8080 NAME PESTICIDES/PCB ' Date & Time Collected D6/27/95 13:10:00 Category SOIL I I I nn RESULT LIMIT RESULT LIMIT Alpha -BHC No 0.30 Aroclor 1016 No 5_00 Gamma -BHC (Lindane) No O,i30 Aroclor 1221 NO 5_00 Beta -BHC No 00=30 Aroclor 1232 No 55=00 Heptachlor No 0_30 Aroclor 1242 No 5_00 Delta -BHC No 0_30 Aroclor 1248 No 5_00 Aldrin No 0_30 Aroclor 1254 No 5_00 Heptachlor Epoxide No 0_30 Aroclor 1260 No 5.00 Endosulfan 1 No 0_30 4,4' -DDE No 0_30 Dieldrin No 0_30 Endrin ND 0_30 4,41 -DOD No 0_30 Endosulfan 11 No 0_30 4,4' -DDT N0 0_30 Endrin Aldehyde No 0_30 Endosulfan Sulfate No 0_30 Chlordane ND 5_00 Toxaphene No 20.0 Methoxychlor ND 0_30 Notes and Definitions for this Report: EXTRACTED: 07107195 DATE RUN: 07_ /07/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/KG NO = not detected at detection limit Page 14 TONIKON CORP. REPORT Nark Order A 95-06-128 Received: 06/30/95 Results by SaWle SAMPLE ID HRPS1-SB3 FRACTION 03A TEST CODE 8100 NAME PAN Date 8 Time Collected 06/27/95 13:10:00 Category SOIL POLYNUCLEAR AROMATIC HYDROCARBONS 1 DETECT CAS EXTRACTED....... 07/03/95 DATE RUN........ 07/05/95 RESULT LIMIT NUMBER Naphthatene NO 200 91-20-3 1 -Methylnaphthalene ND 200 NO = NOT DETECTED AT DETECTION LIMIT 2-Methytnaphthalene NO 200 Acenaphthylene NO 200 208.96-6 ._ Acenaphthene NO 200 83-32-9 Ftuorene Phenanthrene NO 200 NO 200 86-73-7 85-01-8 Anthracene NO 200 120.12-7 Ftuoranthene ND 200 206-44-0 Pyrene ND 200 129-00-0 Benzo(e)anthracene ND 200 56-55-3 - Chrysene ND 200 218-01-9 - eenzo(b)ftuoranthene NO 200 205-99-2 Renzo(k)fluoranthene NO 200 207-08-9 Benzo(a)pyrene NO 200 50.32-8 Indeno(1,2,3-cd)pyrene Dibenz(a,h)anthracene ND 200 ND 200 193-39.5 53-70.3 Benzo(g,h,i)perytene ND 200 191-24-2 1 NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 07/03/95 DATE RUN........ 07/05/95 ANALYST......... BE INSTRUMENT...... PE UNITS........... Uo/Ka DILUTION........ I NO = NOT DETECTED AT DETECTION LIMIT u I Page 15 TOXIKON CORP. REPORT York Order / 95-06-128 Received: 06/30/95 Results by Sample _ SAMPLE ID HRPS1-S[13 FRACTION 03A TEST CODE 81405 NAME ORG. PHOS, PEST. -SOIL Date & Time Collected 06/27/95 13:10:00 Category SOIL RESULT UNITS = mg/Kg Azilphos Methyl No 1.00 Demeton ND 0.500 Diazinon ND 0.500 Disutfoton ND 0.500 Ethion ND 1_00 Malathion ND , 1.00 Parathion Ethyl ND 0.100 Parathion Methyl No 0.100 Notes and Definitions for this Report: EXTRACTED: 07703/95 DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: HP -4 DIL. FACTOR: I ND a not detected at detection limit I I 1 1 1 1 1 Page 16 TOXIKDN CORP- REPORT Nark Order Al 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID MRPS1-SB3 FRACTION 03A TEST CODE 81505 NAME CHLORINATED HERB. -SOIL Date & Time Collected 06/27/95 13:10:06 Category SOIL RESULT LIMIT UNITS = ug/Kg 2,4 -DB ND 250 2,4-D ND 250 2,4,5-T ND 250 SiLvex (2,4,5 -TP) ND 250 Dinoseb (DNBP) ND 250 Dalapon ND 250 Dicamba ND 250 Dichlorprop NO 250 MCPA NO 2500 MCPP ND 2500 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/11/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 ND = not detected at detection limit 11 I 19 E Page 17 TOXIKON COMP. REPORT York Order R 95-06-128 Received: 06/30/95 Results by Sample { SAMPLE IO HRPS2-SS1 FRACTION 04A TEST CODE 801020 NAME PURGEABLE HAL. a AND. SOIL Date 8 Time Collected 06x27/95 18,40:00 Category SOIL ND = not detected at detection limit EPA 8020 Benzene Toluene Ethylbenzene Xylenes (Total) LATHE DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -1 OIL. FACTOR: 1 UNITS uo/Ku RESULT LIMIT NO 2_00 NO 2_00 ND 2_00 ND 2.00 _ D 2`00 O Off' EPA 8010 RESULT LI141T Chloromethane NO 2_00 Bromomothane ND 2_00 Vinyl Chloride NO 2;00 Dichlorodifluoromethane NO 2_00 Chloroethane ND 2.00 Methylene Chloride ND 2_00 Trichlorofluoromethane NO 2_00 IL' 1,1-Dichloroethene ND 2_00 -- 1,1-Dichloroethane ND 2_00 trans-1,2-Dichloroethene ND 2_00 Chloroform NO 2_00 1,2-Dichloroethane AD 2.00 1,1,1 -Trichloroethane ND 2_00 Carbon tetrachloride NO 2_00 Bromodichloromethane ND 2_00 1,2-Dichloropropane- ND 2_00 �a Trans-1,3-DichLoropropane NO 22=00 Trichloroethene NO 2.00 cis-1,3-Dichloropropene NO 2.00 1,1,2 -Trichloroethane ND 2_00 Dibromochloromethane x0 2.00 2-ChLoroethylvinyl ether. ND 2_00 Bromoform NO 2_00 1,1,2,2 -Tetrachloroethane ND 2_00 Tetrachloroethene NO 22^00 Chlorobenzene NO 2.00 L 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene NO NO 2_00 2_00 1,2 -Dichlorobenzene NO 2_00 Notes and Definitions for this Report: ND = not detected at detection limit EPA 8020 Benzene Toluene Ethylbenzene Xylenes (Total) LATHE DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -1 OIL. FACTOR: 1 UNITS uo/Ku RESULT LIMIT NO 2_00 NO 2_00 ND 2_00 ND 2.00 _ D 2`00 O Off' Page 18 TOXTKON CORP. REPORT Work Order # 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-SBI FRACTION D4A TEST CODE 8080 NAME PESTICIDES/PCN Date & Time Collected 06/27/95 18:40:00 Category SOIL Alpha -BHC Gamma -BHC (Lindane) Beta -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan I 4,41 -DDE Dieldrin Endrin 4,41 -DDD Erdosulfan 11 4,41 -DDT Endrin Atdehyde Endosulfan SuLfete Chlordane Toxaphene Methoxychlor I I 11 RESULT LIMIT NO 0_30 Aroclor 1016 ND 0.30 Aroclor 1221 NO 00^30 Aroclor 1232 NO 0.30 Aroclor 1242 ND 0_30 Aroclor 1248 NO 0.30 Arcclor 1254 ND 00=30 Aroclor 1260 ND 0,,30 ND 0_30 NO 0_30 ND 0_30 NO 0_30 ND 0.30 NO 0-30 ND 0.30 ND 0.30 ND 5.00 ND 20.0 ND 0.30 Notes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/KG ND - not detected at detection Limit RESULT LIMIT ND 5_00 ND 5__00 ND 5_00 ND 5_00 ND 5.00 ND 5_00 ND 5_00 11 L' I I Page 19 TOXIKON CORP. REPORT York Order # 95-06-128 Received: 06/30/95 Results by Saiple I SAMPLE 10 NRPS2-SBI FRACTION 04A TEST CODE 8100 NAME PAN Date & Time Collected 06/27/95 18:40:00 Category SOIL POLYNUCLEAR AROMATIC HYDROCARBONS NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 07/06/95 DATE RUN........ 07/06/95 ANALYST......... BF INSTRUMENT...... PE UNITS............ u K DILUTION........ 1 NO = NOT DETECTED AT DETECTION LIMIT DETECT CAS RESULT LIMIT NUMBER Naphthalene ND 200 91-20.3 1 -Methylnaphthalene ND 200 2 -Methylnaphthalene ND 200 Acenaphthylene ND 200 208-96-8 Acenaphthene ND 200 83-32-9 Fluorene NO 200 86-73-7 Phenanthrene NO 200 85-01-8 Anthracene NO 200 120-12-7 FLuoranthene NO 200 206-44-C Pyrene ND 200 129.00-0 Renzo(a)enthracene NO 200 56-55-3 Chrysene No 200. 218-01-9 Benzo(b)fluoranthene NO 200 205-99-2 Benzo(k)fluoranthene NO 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 NO 200 53-70-3 Benzo(g,h,i)perylene ND 200 191-24-2 NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 07/06/95 DATE RUN........ 07/06/95 ANALYST......... BF INSTRUMENT...... PE UNITS............ u K DILUTION........ 1 NO = NOT DETECTED AT DETECTION LIMIT I Page 20 TOXIKON CORP. REPORT Work Order 9 95-06-128 Received: 06%311/95 Results by SaWte SAMPLE ID HRPS2-SR1 FRACTION 04A TEST CODE 81405 NAME ORG. PHOS. PEST. -SOIL Date 8 Time Collected 06/27/95 18:40:00 Category SOIL Notes and Definitions for this Report: - EXTRACTED: 07/03/95 RESULT UNITS = WKS ANALYST: KAK INSTRUMENT: HP -4 Azinphos Methyl ND 1_00 Demeton ND 0.500 Diazinon No 0.500 Disulfoton NO 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 �J I Page 21 TOXIKON CORP. REPORT York Order i 95-06-128 Received: 06!30/95 Results by Sample SAMPLE ID NRPS2-S81 FRACTION 04A TEST CODE 81505 NAME CHLORINATED HERO. -SOIL Date & Tim Collected 06/27/95 18:40:00 Category SOIL RESULT LIMIT UNITS = ug/Kg 2,4-D8 No 750 2,4-D ND 750 2,4,5-T NO 750 Silver (2,4,5 -TP) NO 750 Dinoseb (DN8P) ND 750 Dalepon NO 750 Dicamba NO 750 Dichlorprop NO 750 MCPA ND 7500 MCPP ND 7500 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/11/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 ND = not detected at detection Limit J H Page 22 YOXIKON CORP. REPORT Work Order Y 95-06-128 Re Wed: 06/30/95 Results by Saaple SAMPLE ID HRPS2-S62 FRACTION 05A TEST CODE 801020 NAME PIIRGEABLE HAL.. _& ARO. $OIL IDate & Tim Collected 06/28/95 10:00:00 Category SOIL ' EPA 8010 RESULT LIMIT AChloromethane No 2_00 - Brommethene NO 2_00 Vinyl Chloride ND 2.00 l Dichlorodifluoromethane ND 2_00 16J Chloroethane ND 2_00 - Methylene Chloride ND 2_00 Trichlorof luoromethene ND 2_00 1,1-Dichloroethene ND 2_00 1,1-Dichtoroethane ND 2_00 trans-1,2-Dichtoroethene NO 2_00 Chloroform NO 2_00 1,2-Dichtoroethane No 2_00 1,1,1 -Trichloroethane NO 2_00 Carbon tetrachLoride ND 2.00 ' Bromodichloromethane ND 2_00 1,2-DichLoropropane No 2.00 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 Dibromochtoromethane ND 2.00 2-Chloroethylvinyt ether ND 2_00 Bromoform ND 2,00 1,1,2,2 -Tetrachloroethane ND 22=00 Tetrachloroethene ND 2.00 ChLorobenzene ND 2_00 1,4 -Dichlorobenzene ND 2_00 1,3-Dich Lorobenzene ND 2_00 1,2-Dich Lorobenzene No 2_00 Notes and Definitions for this Report: I ND = not detected at detection limit EPA 8020 Benzene Toluene Ethylbenzene Xylenes (Total) MTBE DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: NP -1 DIL. FACTOR: 1 UNITS U K RESULT LIMIT NO 2.00 ND 2_00 ND 2_00 ND 2_00 ND 2_00 i Page 23 TOXIKtN1 CORP. REPORT Work Order If 95-06-128 Received: 06/30/95- Results by Sasple SAMPLE ID HRPS2-SB2 FRACTION OSA TEST CODE 8000 NAME PERTICIDES/PCB Dote $ Time Collected 06/28/95 10:00:00 Category SOIL Alpha -BHC Gamna -BHC (Lindane) Beta -BHC Heptachlor Dette-BHC Aldrin Heptachlor Epoxide Endosulfan I 4,4 --DDE Dieldrin Endrin 4,41 -DOD ErdosuLfan 11 4,4 --DDT Endrin Aldehyde Endosulfan Sulfate chlordane Toxaphene Methoxychlor RESULT LIMIT ND 0_30 Aroctor 1016 NO 0.30 Aroclor 1221 NO 0_30 Aroctor 1232 NO 0_30 Aroctor 1242 No 0_30 Aroclor 1248 ND 0.30 Aroclor 1254 NO 0.30 Araclor 1260 NO 0.30 NO 0.30 ND 0.30 ND 0_30 ND 0_30 NO 0_30 No 0_30 No 0_30 No 0_30 ND 5_00 ND 20.0 NO 0.30 Notes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS- UG/KG ND = not detected at detection limit RESULT LIMIT NO 55=00 NO 5_00 ND 5_00 ND 5.00 No 5_00 NO 5.00 ND 5.00 N I Page 24 TOXIKOR CORP. REPORT Mork Order R 95-06-128 Received: 06/30/95 Results by Saeple SAMPLE ID HRPS2-SB2 FRACTION 051 TEST CODE 8100 NAME PAN Date & Time Collected 06/28/95 10:00:00 Category SOIL POLYNUCLEAR AROMATIC HYDROCARBONS I DETECT CAS I EXTRACTED....... 07/06/95 RESULT LIMIT NUMBER l Naphthalene NO 200 91-20-3 1 -Methylnaphthalene NO 200 2 -Methylnaphthalene ND 200 AcenophthyLene NO 200 20896-$ -- Acenaphthene NO 200 83-32.9 Fluorene ND 200 86-73-7 '. Phenanthrene NO 200 85-01-8 Anthracene NO 200 120-12-7 ftuorenthene NO 200 206-44-0 Pyrene No 200 129-00-0 Benzo(a)anthracene ND 200 56-55-3 Chrysene NO 200 218-01-9 Benzo(b)fl uoronthene NO 200 205-99-2 ' eenzo(k)fluoranthene NO 200 207 -DB -9 Benzo(a)pyrene NO 200 50-32-8 Indeno(1,2,3-cd)pyrene NO 200 193-39-5 Dibenz(a,h)anthracene NO 200 53.70.3 Benzo(g,h,i)peryLene NO 200 191-24-2 I 1 r NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 07/06/95 DATE RUN........ 07/07/95 ANALYST......... BF INSTRUMENT...... PE ' UNITS........... uo/Kg DILUTION........ 1 NO = NOT DETECTED AT DETECTION LIMIT I 1 r I 1 LZ Page 25 TOXIKON CORP. REPORT Work Order 0 95-06-128 Received: 06/30/95 Rcsults by Sample SAMPLE ID HRPS2-SR2 FRACTION 05A TEST CODE B140S NAME ORG. PHOS. PEST --SOIL Date B Time Collected 06/28/95 IO:OO:OD Category SOIL Azinphos Methyl Demeton Diazinon Disulfoton Ethion Malathion Parathion Ethyl Parathion Methyl RESULT UNITS - mg/Kg NO 1.O0 NO 0.500 NO 0.500 ND 0.500 NO 1.00 NO 1.00 NO 0.100 NO 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 Page 26 TOXIKON CORP- REPORT Uork Order f 95-06-128 Received: D6/30/95 Results by Sampte � SAMPLE ID HRPS2-SH2 FRACTION 05A TEST CODE 81505 NAME CHLORINATED HERB. -SOIL Date & 7ime CoLlected 06/28795 10:00:00 Category SOIL NO = not detected at detection limit 1 r RESULT LIMIT UNITS = ug/Kg 2,4 -Ds ND 750 2,4-D NO 750 2,4,5-T ND 750 SiLvex (2,4,5 -TP) Nb 750 Dinoseb (DNBP) ND 750 Datapon ND 750 Dicambs NO 750 Dichtorprop ND 750 MCPA ND 7500 MCPp ND 7500 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/11/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 NO = not detected at detection limit 1 r r I h I I 1 1 1 1 1 Page 27 TOKIKON CORP. REPORT Work Order X 95-06-128 peceived. 06/30/95 Results by Sample SAMPLE ID HRPS2-SB3 - FRACTION W TEST CODE 801020 NAME PURGEABLE HAL. & ARO. SOIL Date & Time Collected 06128/95 08:30:00 Category SOIL EPA 8010 Notes and Definitions for this Report: ND = not detected at detection limit EPA 8020 DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: Hp -1 DIL. FACTOR: 1 UNITS ua/Ka RESULT LIMIT HD 2.00 ND 2.00 ND 2_00 NO - 2100 ND 2_00 RESULT LIMIT Benzene Ch Loromethane ND 2.00 Toluene Bromomethene ND 2_00 Ethylbenzene Vinyl Chloride ND 2_00 Xylenes (Total) Dichlorodifluoro thane NO 2_00 MTBE Chloroethane ND 2.00 Methylene Chloride ND 2_00 Trichlorofluoromethane NO 2`00 1,1-Dichloroethene ND 2.00 1,1-Dichloroethene ND 2___00 trans-1,2-Dichloroethene N0 2_00 Chloroform ND 2_00 1,2-Dichloroethane ND 2_00 1,1,1 -Trichloroethane. ND 2_00 Carbon tetrachloride NO 2_00 Bromodichloromethone N0 2_00 1,2-Dichloropropane ND 2_00 Trans-1,3-DichLoropropane ND 2_00 Trichloroethene ND 2,00 cis-1,3-Dichloropropene - NO 2_00 1,1,2 -Trichloroethane No 2_00 Dibromochloromethane NO 2_00 2-Chloroethylvinyl ether NO 2_00 Bromoform No 2_00 1,1,2,2 -Tetrachloroethane ND 2.00 Tetrachloroethene NO 2.00 Chlorobenzene ND 2.00 1,4-Dichlarobenzene ND 2.00 1,3 -Dichlorobenzene ND 2_00 1,2 -Dichlorobenzene ND 2.00 Notes and Definitions for this Report: ND = not detected at detection limit EPA 8020 DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: Hp -1 DIL. FACTOR: 1 UNITS ua/Ka RESULT LIMIT HD 2.00 ND 2.00 ND 2_00 NO - 2100 ND 2_00 I Page 28 TO%IKON CORP- REPORT Work Order / 95-06-128 Received: 06/30/95 Results by Seaple SAMPLE ID HRPS2-SB3 FRACTION 06A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/28/95 0830:00 Category. SOIL Alpha•SHC Daama-BHC (Lindane) Beta -BHC Heptachlor Detta-BHC Aldrin Heptachlor Epoxide Endosutfan 1 4,40 -DDE Dieldrin Endrin 4,4 --DDD Endasulfan 11 4,4 --DDT Endrin Aldehyde Endosulfen Sulfate Ch Lordane Toxaphene Methoxychlor I I 1 I I I liK01k=1)1:1D NO 0.30 Aroclor 1016 ND 0_30 Aroclor 1221 NO 0.30 Aroclor 1232 ND OL30 Aroclor 1242 OD 0.30 Aroclor 1248 ND 0_30 Aroclor 1254 ND 0.30 Aroclor 1260 NO 0.30 NO 0.30 No 0.30 ND 0.30 NO 0.30 NO 0.30 No 0_30 NO y30 ND 0_30 NO 5`00 ND 20.0 NO 0.30 Notes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 0. 7/07/95 - ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/KG ND = not detected at detection limit RESULT LIMIT NQ 5.00 ND 5_00 ND 5_00 NO 5_00 NO NO 5_00 NO 5_0000 Page 29 TOXIKOM CORP- REPORT Work Order 0 95-06-128 1� Received: 06/30/95 Results by Sawte SAMPLE ID HRPS2-S83 FRACTION 06& TEST CODE 8100 NAME PIAN ( � Date & Tim Collected 06/2B/95 08:30:00 Category SOIL VOLYNUCLEAR AROMATIC HYDROCARBONS I I n UQ DETECT CAS r I I RESULT LIMIT NUMBER INSTRUMENT.....- PE Naphthalene NO 200 91.20-3 1 -Methylnaphthalene _ NO _ 200 f 2 -Methylnaphthalene NO 200 L Acenaphthylene _RD 200 208-96-8 Acenaphthene ND 200 83-32-9 1 Fluorene Phenanthrene NO 200 NO 200 86-73-7 85-01.8 Anthracene No 200 120-12-7 Flucranthene NO 200 206-44-0 Pyrene ND 200 129-00.0 Benzo(a)onthracene NO 200 56-55.3 Chrysene NO 200 218.01-9 Benzo(b)fluoranthene ND 200 205-99.2 eenzo(k)fluoranthene ND 200 207-08-9 eenzo(a)pyrene ND 200 50-32-8 Indeno(1,2,3-cd)pyrene No 200 193-39-5 Dibenz(a,h)anthrocene NO 200 53-70-3 -� genzo(g,h,i)perylene NO 200 191-24-2 I I n UQ MOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED.....,. 07/06/95 DATE RUN........ 07/07/95 ANALYST......... BF INSTRUMENT.....- PE UNITS........... ua/Ka DILUTION........ 1 NO a NOT DETECTED AT DETECTION LIMIT I I n UQ P, r, Page 30 TOXIKCN CORP. REPORT Work Order it 95-06-128 }u� Received: 06/30/95 Results by Saiple SAMPLE ID HRPS2-SH3 FRACTION 0611 TEST CODE 8140S NAME ONG. PHOS, PEST --SOIL Date & Time Collected 028/95 08:30:00 Category SOIL _._.. RESULT UNITS = mg/Kg I Azinphos Methyl ND 1_00 Demeton ND 0_`00 Dia21ng1 ND 0.500 Disulfoton ND 0.500 flEthion ND 1._00 1 Malathion ND 1.00 Parathion Ethyl ND 0.100 Parathion Methyl NO 0.100 Notes and Definitions for this Report: EXTRACTED: 07103/95 - DATE RUN: 07/05/95 ANALYST: KAK INSTRUMENT: Hp- DIL. FACTOR: 1 ND = not detected at detection Limit I I Page 31 TOXIKON CORP. REPORT work order M 95-06-128 Received: 06/30/95 RoSULtS by Sample SAMPLE ID HRPS2-SB3 FRACTION 06A TEST CODE 8150S NAME CHLORINATED HERB. -SOIL Date R Time Collected 06/28/95 08:30:00 Category SOIL RESULT LIMIT UNITS = tlg/Kg 2,4 -DO HD 750 2,4-D No 750 2,4,5-T No 750 Silve% (2,4,5 -TP) No 750 Dinoseb (I)NBP) ND 750 Dalapon No 750 Dicamba ND 750 Dichlorprop ND 750 MCPA No 7500 MCPP ND 7500 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/11/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 NO = not detected at detection limit I Page 32 TOXIKOY CORP. REPORT York Order f 95-06-128 Received: 06/30/95 Results by Semple SAMPLE 10 OUP AS FRACTION OTA TEST CODE 801020 NAME PURGEABLE RAL. i ARO. SOIL Date A Time Collected 06/2-1/95 Category SOIL INotes and Definitions for this Report: 11 NO = not detected at detection limit EPA 8020 RESULT LIMIT NO 2_00 NO 2_00 ND 2.00 _ O 2.00 ND 2_00 DATE RUN:70 /03/95 ANALYST: MMP INSTRUMENT: HP -1 OIL. FACTOR: 1 UNITS uo/Ka EPA 8010 RESULT LIMIT Chloromethane ND 2_00 Benzene Toluene Bromanethane NO 2.00 Ethylbenzene Vinyl chloride ND 2.00 Xylenes (Total) NO, 2.00 MTBE �IDichlorodifluoromethane E Chloroethane ND 2_00 Methylene Chloride No 2_00 Trichlorofluoromethane ND 2_00 1,1-Dichloroethene ND 2_00 1,1-Dichloroethane ND 2_00 trans-1,2-Dichloroethene ND 2_00 Chloroform ND 2_00 J 1,2-DIChloroethsne ND 22^00 1,1,1 -Trichloroethane NO 2_00 Carbon tetrachloride ND 2_00 Bromodichloromethane ND 2_00 1,2-Dichloropropane ND 2._00 Trans-1,3-Dichloropropane ND 2JO Trichloroethene ND 2.00 cis-1,3-Dichloropropene NO 2_00 1,1,2 -Trichloroethane NO 2_00 Dibromochloromethane ND 2,_00 2-Chloroethylvinyl ether ND 2_00 Bromoform NO 2.00 1,1,2,2 -Tetrachloroethane. ND 2_00 Tetrachloroethene RD 22^00 Chlorobenzene - ND 2_00 1,4 -Dichlorobenzene ND 2_00 1,3-Dichtorobenzene ND 2_00 1,2 -Dichlorobenzene No 2_00 INotes and Definitions for this Report: 11 NO = not detected at detection limit EPA 8020 RESULT LIMIT NO 2_00 NO 2_00 ND 2.00 _ O 2.00 ND 2_00 DATE RUN:70 /03/95 ANALYST: MMP INSTRUMENT: HP -1 OIL. FACTOR: 1 UNITS uo/Ka I Page 33 TOXIKON CORP. REPORT Work Order 0 95-06-128 Received: 06M/95 Results by Sagple SAMPLE ID DUP A5 FRACTION 07A TEST CODE 8080 NAME PESTICIDES/PCR Date & Time ColLected 06/27/95 Category SOIL RESULT LIMIT - RESULT LIMIT Alpha -BHC ND 0T30 Aroclor 1016 _ ND 500 Gama -BHC (Lindane) ND 0,^30 Aroclor 1221 ND 5.00 Beta -BHC ND 0.30 Aroclor 1232 NO 5_00 Heptachlor ND 0_30 Aroclor 1242 No 5_00 Delta -BHC "ND 0_30 Aroclor 1248 ND 5_00 Aldrin _ NO 0_30 Araclor 1254 NO 5_00 Heptachlor Epoxide NO 0.30 Aroclor 1260 ND 5.00. EndosuLfan I ND 0_30 4,4' -DDE ND 0_30 Dieldrin ND 0.30 Endrin Endrin ND 0_30 4,4' -DDD ND 0.30 EndosuLfan II ND 0u30 4,4' -DDT ND 0_30 Endrin ALdehyde NO 0_30 Endosulfan Sulfate ND D_30 Chtordane No 5.00 Toxaphene NO 20.0 Methoxychlor NO 0.30 Notes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 07/07/95 ANALYST: MD INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG KG NO = not detected at detection limit 11 U POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS RESULT LIMIT NUMBER Naphthalene NO 200 91-20-3 Page 34 TOXIKOR CORP. REPORT Work Order # 95-06-128 Received: 06/30/95 Results by Saople NO 200 SAMPLE 10 OUP 05 FRACTION 07A TEST CODE 8100 NAME PAN Acenaphthylene ND 200 Date & Time Collected 06/27/95. Category SOIL POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS RESULT LIMIT NUMBER I I I ' bJ Naphthalene NO 200 91-20-3 1 -Methylnaphthalene NO 200 I2 -Methylnaphthalene NO 200 6.� Acenaphthylene ND 200 208-96-6 - Acenaphthene ND 200 83-32-9 FLuorene ND 200 86-73-7 Phenanthrene NO 200 85-01-8 Anthracene NO 200 120-12-7 Fluoranthene NO 200 206-44.0 Pyrene ND 200 129-00-0 Benzo(a)anthrocene UD 200 56-55-3 Chrysene ND 200 218-01-9 Benzo(b)fl uorenthene ND 200 205.99-2 Benzo(k)fluoranthene NO 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 No 200 53-70-3 Benzo(g,h,i)pery(ene HD 200 191-24-2 - NOTES AND DEFINITIONS FOR THIS REPORT: ' EXTRACTED....... DATE RUN........ 07/03/95 07/03/95 ANALYST......... BF INSTRUMENT...... PE ' UNITS........... ugh DILUTION........ 1 NO = NOT DETECTED AT DETECTION LIMIT I I I ' bJ I Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: QT/05/95 ANALYST: KAK INSTRUMENT: HP -4 DIL. FACTOR: i NO = not detected at detection limit 1 r 1 r Page 35 TOXIKON CORP. REPORT York Order / 95-06-128 Received: 06/30/95 Results by Sanple SAMPLE ID DUP #5 FRACTION OTA TEST CODE1$ 40S NAME DRO. PHOS. PEST. -SOIL Date B Time Collected 06/27/95 Category SOIL RESULT UNITS = mg/KD Azinphos Methyl NO 1_00 Demeton NO 0.500 Diazinon NO 0.500 Oisulfoton NO 0.500 Ethion NO 1-00 Malathion No 1.00 Parathion Ethyl NO 0.100 Parathion Methyl NO 0.100 I Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: QT/05/95 ANALYST: KAK INSTRUMENT: HP -4 DIL. FACTOR: i NO = not detected at detection limit 1 r 1 r L Page 36 TOXIKON CORP- REPORT York Order # 95-06-128 Received: 06(30/95 Results by Sample SAMPLE ID DUP A5 FRACTION M TEST CODE 81505 NAME CHLORINATED HERB. -SOIL Date & Time Collected 06/27/95 Category SOIL RESULT LIMIT UNITS = ug/Kg 2,4•Ds RD 750 2,4-D NO 750 2,4,5-T ND 750 Silvex (2,4,5 -TP) _ NO 750 Dinoseb (DNBP) NO 750 Dalepon ND 750 'Dicamba ND 750 Dichlorprop ND _ 750 MCPA ND 7500 MCPP NO 7500 Notes and Definitions for this Report; EXTRACTED: 07703/95 DATE RUN: 07/11/95 ANALYST: SR INSTRUMENT; GC DIL. FACTOR: 1 ND = not detected at detection limit Poke 37 TOXIKON CORP. REPORT Received: 06/30/95 Results by Sanple Work Order 9 95-06-128 SAMPLE ID NRPS2-BW1 FRACTION 094 TEST CODE 8111020 NAME PUROEABLE MAL. & ARO. SOIL Date & Time Collected 06/27/95 16.55:00 Category SOIL 1 NO = not detected at detection limit I EPA 5020 Benzene Toluene Ethylbenzene Xylenes (Total) MTBE DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: NP -1 DIL. FACTOR: 1 UNITS uo/Ko RESULT LIMIT NO 2_00 NO 2.00 NO 2.00 NO 2_00 NO 2_00 R ep EPA SD10 RESULT LIMIT Chloromethane NO 2,00 Bron ethane NO 2.00 Vinyl Chloride NO .2.00 Dichlorodifluoromethane NO 2_00 Chloroethane _ NO 2_00 ' Methylene Chloride NO 2.00 Trichlorofluaromethene NO 2_00 1,1-Dichloroethene NO 2_00 1,1-Dichloroethane ND 2.00 trans-1,2-Dichloroethene NO 2.00 chloroform 5.11 2_00 1,2-Dichloroethane ND 2.00 1,1,1 -Trichloroethane O 2_00 Carbon tetrachloride NO 2_00 ' Bromodichloromethane NO 2.00 1,2-Dichloropropone NO 2.00 Trans-1,3-Dichloropropane No 2_00 Trichloroethene NO 2.00 1 cis-1,3-Dichloropropene NO 2.00 1,1,2 -Trichloroethane NO 2.00 ' Dibromochloromethane ND 2_00 2-Chloroethylvinyl ether NO 2.00 Bromoform ND 2.00 1,1,2,2 -Tetrachloroethane NO 2_00 Tetrachloroethane NO 2—_00 Chlorobenzene NO 2.00 ' 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene NO NO 2_00 2_00 1,2 -Dichlorobenzene NO 2.00 Notes and Definitions for this Report: 1 NO = not detected at detection limit I EPA 5020 Benzene Toluene Ethylbenzene Xylenes (Total) MTBE DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: NP -1 DIL. FACTOR: 1 UNITS uo/Ko RESULT LIMIT NO 2_00 NO 2.00 NO 2.00 NO 2_00 NO 2_00 R ep 1 NO 0.30 Aroclor 1016 Page 38 Received: 06/30/95 70%IKON CORP. REPORT Results by SaWle Work Order # 95-06-128 NO SAMPLE ID HRPS2-RY1 FRACTION OBA TEST CODE 8080 NAME PESTICIDES/PCR NO 5_00 Date 8 Time Collected 06/27/95 16:55:00 Category SOIL ' Aroclor RESULT LIMIT RESULT LIMIT Alpha -BHC NO 0.30 Aroclor 1016 NO 5_00 Goma-BHC (lindane) NO 0,^,-30 Aroclor 1221 NO 5_00 Beta -BHC NO 0.30 Aroclor 1232 NO 5.00 Heptachlor ND 0_30 Aroclor 1242 NO 5_00 Delta -RHC _ NO 0_30 Aroclor 1248 NO 5.00 Aldrin NO 0_30 Arm Lor 1254 ND 5.00 Heptachlor Epoxide ND 0.330 Aroclor 1260 NO 5.00 Endosulfan I ND 0_30 4,41 -DDE NO 0.30 Dieldrin ND 0.30 Endrin NO 0,30 4,41 -DDD NO 0_30 Endosulfan 11 NO 0_30 4,41 -DDT NO 0_„30 Endrin Aldehyde NO 0_30 Endosulfan Sulfate NO 0.30 Chlordane ND 5_00 Toxaphene NO 20.0 C Methoxychlor ND .0.30 Notes and Definitions for this Report: EXTRACTED. 07/07/95 DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/KO NO = not detected at detection limit I I Page 39 TOXIKON CORP. REPORT Vork Order C 95-06-128 Received- 06/30/95 Results by SaWle SAMPLE 10 HRPS2-BVI FRACTION 08A TEST CODE 8100 NAME PAN 7 I Date & Tine Collected 06/27/95 16:55:00 Category SOIL 1 POLYNUCLEAR AROMATIC HYDROCARBONS - NOTES AND DEFINITIONS FOR THIS REPORT: DETECT CAS ANALYST........: BF RESULT LIMIT NUMBER UNITS........... UA/K9 Naphthalene NO 200 91-20-3 1 -Methylnaphthalene NO 200 2-Nethylnaphthalene NO 200 Acenaphthylene NO 200 208-96-8 Acenaphthene ND 200 83-32-9 Fluorene ND 200 86-73.7 ' Phenanthrene NO 200 85-01-8 Anthracene NO 200 120-12-7 Fluoranthene NO 200 206-44-D Pyrene NO 200 129-00-0 ' Benzo(a)anthracene NO 200 56-55-3 Chrysene NO 200 218-01-9 1 eenzo(b)fluoranthene Benzo(k)fluoranthene ND ND 200 200 205-99-2 207-08.9 eenzo(a)pyrene NO 200 50-32-8 Indeno(1,2,3-cd)pyrene ND 200 193-39-5 Dibenz(a,h)anthracene No 200 53-70-3 _A Benzo(g,h,Operylene NO 200 191-24-2 - NOTES AND DEFINITIONS FOR THIS REPORT: - EXTRACTED------- 07/03/95 DATE RUN........ 07/03/95 ANALYST........: BF INSTRUMENT...... PF UNITS........... UA/K9 ' DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT 1 1 r i Page 40 TOKIKON CORP. REPORT Work Order ■ 95-06-128 Received; 06/30/95 Results by Sade SAMPLE 10 HRPSZ-8W1 _ FRACTION 0811 TEST CODE 81405 NAME ORO PHOS PEST. -SOIL Date & Time Collected 06/27/95 16:55;00 Category SOIL RESULT UNITS = mg/K9 Azinphos Methyl No 1_00 Dematon NO 0.500 Diazinon __ND_ 0.500 Disulfoton _,_ND_ 0.500 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 I 1 1 1 1 I Page 41 TOXIKON OORP. REPORT York Order 6 95-06-128 Received: 06/30/95 Results by Sample SAMPLE 10 HRPS2-BN1 FRACTION OSA TEST CODE 81505 NAME CHLORINATED HERB. -SOIL Date 8 Time Collected 06/27/95 16:55:00 Category SOIL RESULT LIMIT UNITS = ug/Kg 2,4.08 NO 250 2,4-0 ND 250 2,4,5-T ND 250 Silvex (2,4,5 -TP) NO 250 Oinoseb (DNBP) ND 250 Dalapon NO 250 Dicamba ND 250 Dichlorprop NO 250 MCPA ND 2500 MCPP NO 2500 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/11/94 ANALYST: SR INSTRUMENT: cc DIL. FACTOR: 1 ND = not detected at detection limit IN I F. I 1 I 1 L;J Page 42 TOXIKOII CORP. REPORT Received: 06/30195 Results by SaepLe Work.Order 0 95-06-128 SAMPLE ID NRPS1-TW1 FRACTION 09A TEST CODE 601602 WANE PURG. RALOCARBONS i AKUKAT Date 8 Tl me Collected 06/27195 13:55:00 Category LIQUID DETECT CAS STORET E P A METHOD 601 RESULT LIMIT NO. NO. Chloromethane Brom ethane Vinyl Chloride Dichlorodifluoromethane Chloroethane Methylene Chloride Trichlorofluoramethane 1,1-Dichloroethene 1,1-Dichloroethane trans-1,2-Dichloroethene Chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethane Carbon tetrachloride Bromodichloromethane 1,2-Dichloropropane Trans-1,3-Dichloropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethane Dibromochloromethane 2-Chloroethylvinyl ether eromoform 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene EPA METHOD 602 NO 1_00 74.87-3 ND 1_00 74-83-9 NO 1_00 75-01-4 NO 1.00 75-71.8 ND 1__00 75-00-3 NO 1.00 75-09-2 ND 1.00 75-69-4 ND 1.00 75.35.4 ND 1.00 75.34.3 NO 1.00 156-60-5 ND 1.00 67-66-3 ND 1.00 107.06-2 NO 1.00 71.55-6 ND 1_00 56-23-5 ND 1_00 75-27-4 NO 1,00 78.87-5 ND 1.00 10061-02.6 No 1_00 79-01-6 ND 1`00 10061-01-5 ND 1.00 79-00-5 No 1_00 124-48-1 NO 1.00 100.75-8 NO1,.,__00 75-25-2 NO 1.00 79-34-5 ND 1.00 127-18-4 NO 1„100 108-90-7 NO 1.00 106-46-7 ND 1.00 541-73-1 ND 1.00 95-50-1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 Benzene ND 1.00 71-43-2 34030 Toluene ND 1_00 108-88.3 34010 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 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS uq/L ND = not detected at detection Iimit I 1 II 1 1 II 11 Page 43 TOXIKDN OORP- REPORT York order 9 95.06-128 Received: 06/.10/95 Results by SaWle SAMPLE ID HRPS1-TY1 FRACTION g2AA TEST CODE 8080 NAME PESTICIDES/PCO Date & Time Collected 06/27/95 13.5500 Category LIQUID RESULT LIMIT RESULT LIMIT Alpha -BHC Gamma -BHC (Lindane) Beta-SHC Heptachlor DeLta-BHC Aldrin Heptachlor Epoxide Endosulfan I 4,4 --DDE Dieldrin Endrin 4,41 -ODD Endosulfan 11 4,0 -DDT Endrin Aldehyde Endosulfan Sulfate chlordane Toxaphene Methoxychlor No 0.010 Aroclor 1016 No 0.010 Aroclor 1221 No 0.010 ArocLor 1232 No 0.010 Aroclor 1242 No 0.010 Aroclor 1248 NO 0.010 At" lor 1254 - No 0.010 Aroclor 1260 ND 0.010 No 0.010 No 0.010 No 0.010 No 0.010 No 0.010 ND 0.010 No 0.010 NO 0.010 NO 0.25 No 0_50 No 0.010 Notes and Definitions for this Report: EXTRACTEDc70 /03/95 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/L NO - not detected at detection limit No 0_25 No 0_25 NO 0_25 ND 0.25 ND 0.25 RD 0_25 No 0_25 Page 44 TOXIKON CORP. REPORT York Order A 95-06-128 Received: 06/30/95 Results by Saapte SAMPLE ID HRPS1-TW FRACTION 09A TEST CODE 8100 NANE PAH Date & Time Collected 06/27/95 13:55:00 Category LIQUID POLYNUCLEAR AROMATIC HYDROCARBONS NOTES AND DEFINITIONS FOR THIS REPORT: DETECT CRS RESULT LIMIT NUMBER Naphthalene NO 10.0 91-20.3 1 -Methylnaphthalene ND 10.0 PE 2-Methylnephthalene ND 10.0 uu/L Acenaphthylene ND _10,0_, 208-96-8 Acenaphthene NO 10.0 83-32.9 Fluorene ND 10.0 86-73-7 Phenanthrene NO 10.0 85-01-8 Anthracene NO 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(6)fluoranthene ND 10-0 205-99-2 Benzo(k)fl uoranthene 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 Dihenz(a,h)anthracene ND 1D.0 53-70-3 Benzo(g,h,i)perylene ND 10.0 191-24-2 NOTES AND DEFINITIONS FOR THIS REPORT: is EXTRACTED....... 06/30/95 DATE RUN........ 07/05/95 ANALYST......... OF INSTRUMENT...... PE UNITS........... uu/L DILUTION........ 1 ND a NOT DETECTED AT DETECTION LIMIT is I II 1 1 CA �i Page 45 TORIKON CORP. REPORT York Order i 95-06-128 Received: 06/50/95 Results by Seaple SAMPLE ID NRPS1-TNI FRACTION OBA TEST CODE 8140Y NAME ORG PHOS- MS .-WTER Date & Time Collected 06/27/95 13:55:00 Category LIQUID .. ' RESULT UNITS = Ug/L AzinphOS HethyL NO 1_00 ' Demeton ND 1_00 Diazinon NQ 1_00 DisuLfoton No 1_00 Ethion NO 1,.00 Malathion ND 1.00 -- Parathion Ethyl NO 1_00 Parathion Methyl NO 1.00 Phorate ND 1_00 Chlorpyrifos NO 1.00 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 II 1 1 CA �i Page 46 TOXIKON CORP. REPORT Wark Order $ 95-06-128 Received: 06/30/95 Results by Saaple SAMPLE ID IIRPSI-TW1 FRACTION 09A TEST CODE 8150W NAME CHLORINATED HERB. - WATER Date & Time Collected 06/27/95 13:55:00 Category LIQUID RESULT LIMIT UNITS = ug/L 2,4 -DB No 1.0 2,4-D NO 1.0 2,4,5-T NO 1.0 Silvex (2,4,5 -TP) NO 1.0 Di noseb (DNBP) ND 1.0 Dalapon NO 1.0 Dicambe NO 1.0 Dichlorprop ND 1.0 MCPA NO 200 MCPP NO 200 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/17/95 ANALYST: SR INSTRUMENT: _GC DIL. FACTOR: 1 NO = not detected at detection limit Page 47 TOXIKON CORP. REPORT 1 Received: 06/30/95 Results by Sample York Order N 95-06-128 SAMPLE ID NRPS1-TL2 FRACTION IDA TEST CODE 601602 NAME PURG. NALOCARBONS & AROWLT Date & Time Collected 06/27/95 14:40:00 Category LIQUID DETECT CAS STORET EPA METHOD 601 RESULT LIMIT NO. NO. Chloromethane Bromomethane vinyl Chloride Dichlorodifluoromethane Chloroethane Methylene Chloride Trichlorofluoromethane 1,1-Dichloroethene 1,1-Dichloroethene trans-1,2-Dichloroethene Chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethane Carbon tetrachloride Bromodichloromethane 1,2-Dichloropropane Trans-1,3-Dichloropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethene Dibromochloromethene 2 -Ch Loroethylvinyl ether Bramoform 1,1,2,2-Tetrachtoroethane Tetrachlorcethene Chlorobenzene 1,4 -Dichlorobenzene 1,3-Dich Larobenzene 1,2-D i ch L orobenzene EPA METHOD 602 No 1.00 74-87-3 NO 1_00 74-83-9 ND 1_00 75-01-4 ND 1.00 75-71.8 ND 1.00 75-00-3 No 1.00 75-09-2 No 1.00 75-69-4 ND 1_00 75-35-4 ND 1_00 75.34-3 ND 1.00 156-60.5 RD 1.00 67.66-3 NO 1.00 107-06-2 ND 1.00 71-55-6 ND 1.00 56-23-5 ND 1.00 75-27-4 ND 1_00 78-87-5 ND 1=00 10061-02-6 No 1.00 79-01-6 ND 1.00 10061-01-5 ND 1.00 79.00-5 NO 1.00 124-48-1 No 1.00 100-75-8 ND 1.00 75-25-2 ND 1.00 79-34-5 - O 1_00 127-18.4 No 1_00 108-90-7 NO 1_00 106-46.7 ND 1.00 541-73-1 NO 1.00 95-50-1 34418 34413 39715 34668 34311 34423 34468 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25.2 34516 34475 34301 34571 34566 34536 Benzene NO 1_00 71-43-2 34030 Toluene NO 1_00 108-88-3 34010 Ethylbenzene NO 1.00 100-41-4 34371 Xylenes (Total) No 1.00 1330-20-7 Methyt-t-Butyl Ether NO 1.00 1254-25.9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: .07/03/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS Ug/L ND = not detected at detection limit e 1 Page 48 TOXIKON CORP- REPORT Work Order i 95-06-128 Received: 06/30/95 ll s tts by Sample t _ SAMPLE IO HRPS1-TIQ FRACTION IDA TEST CODE 8080 NAME PESTICIDES/PCB ' Date & Time Collected 06/27/95 14:40:00 Category LIQUID ' RESULT LIMIT RESULT LIMIT Alpha -BHC No 0.010 Aroc Lor 1016 ND 0.25 Gamma -BHC (Lindane) NO 0,010 Aroctor 1221 ND 0.25 Beta -BHC NO 0.010 ArocLor 1232 NO 0_25 Heptachlor NO 0.010 Aroclor 1242 NO 0_25 Delta -BHC NO 0.010, Aroclor 1248 NO 0_25 -- Aldrin _ No 0.010 Aroclor 1254 NO 0_25 Heptachlor Epoxide NO 0.010 Aroclor 1260 NO 0.25 Endosulfan I NO 0.010 4,41 -DDE NO 0.010 Dieldrin NO 0.010 Endrin NO 0.010 4,4 --DDD NO 0.010 Endosulfan 11 NO 0.010 4,4 --DDT NO 0.010 Endrin Aldehyde NO 0.010 Endosulfen Sulfate NO 0.010 ' Chlordane Toxaphene NO 0_25 NO 0,50 .Methoxychlor ND 0.010 ' Notes and Definitions for this Report: - EXTRACTED: 07/93/95 DATE RUN: 07/05/95 ' ANALYST: MO INSTRUMENT: HP -2 OIL. FACTOR: 1 ' UNITS: UG/L NO = not detected at detection Limit r I I I I �J I Page 49 TOXIKON CORP. REPORT York Order # 95-66-128 Received: 06/30/95 Results by Sanple SAMPLE ID NRPS1-1trz FRACTION 10A TEST CODE 8100 NAME PAN Date & Time Coltected 06/27/95 14:40:00 Category LIQUID POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS ' RESULT LIMIT NUMBER Naphtbalene NO 10.0 91-20-3 1 -Methylnaphthalene NO 10.0 2-Methylnephthalene NO 10.0 Acenaphthylene NO 10.0 208-96-8 ... Acenaphthene NO 10.0 83-32-9 Fluorene NO 10.0 86-73-7 Phenanthrene NO 10.0 85.01-8 Anthracene NO 10.0 120-12-7 Fluoranthene NO 10.0 206-44-0 ' Pyrene NO 10.0 129-00-0 Senzo(a)enthracene NO 10.0 56-55-3 Chrysene NO 10.0 218-01-9 Benzo(b)fluorenthene NO 10.0 205-99-2 ' Benzo(Ofluoranthene NO 10.0 207-08-9 ' Benzo(a)pyrene NO 10.0 50-32-8 lndeno(1,2,3-cd)pyrene NO 10.0 193-39-5 Dibenz(a,h)anthracene NO 10.0 53-70-3 Benzo(g,h,i)Perylene No 10.0 191-24-2 1 NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 06/30/95 DATE RUN........ 07/05/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... USA DILUTION........ 1 NO = NOT DEJECTED AT DETECTION LIMIT 11 ( Page 50 TOXIKON CORP. REPORT York Order A` 95-06-12a LI Received. 06/30/95 Results by Sample SAMPLE ID RRPS1-7112 FRACTION 1M TEST CODE 814011 NAME OROORQ- P���WTER-W TER 11 Date 8 Time Collected OW7/95 14:40:00 Category LIQUID I_I RESULT UNITS = USA Azinphos Methyl NO 1_00 Demeton NO 1_00 Diazinon ND 1_00 Disulfoton ND 1.00 Ethion RD 1_00 Malathion ND 1.00 Parathion Ethyl RD 1_00 Parathion Methyl NO 1_00 Phorate NO 1_00 ChLorpyrifos ND 1_00 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK L INSTRUMENT: NP -4 DIL. FACTOR: 1 NO = not detected at detection Limit I I 1 7 I 1 Page 51 TOXTKON CORP. REPORT work Order # 55-06-1711 Received: 06/30/95 Results by Salple SAMPLE 10 HRPSI-TW2 FRACTION IIIA TEST CODE 8150w NAME CHLORINATED HERB. - WATER Date & TIM Collected 06/27[95 14:40:00 Category LIQUID RESULT LIMIT UNITS c ug/L 2,4-D9 NO 1.0 2,4-D ND 1.0 2,4,5-T NO 1.0 5ilvex (2,4,5 -TP) NO 1.0 Dinoseb (DN8P) NO 1.0 Dalepon NO 1.0 Dicamba NO 1.0 Dichlorprop ND 1.0 MCPA ND 200 MCPP NO 200 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN-: 07/17/95 ANALYST: SR INSTRUMENT: GC OIL. FACTOR: 1 NO = not detected at detection limit I I L O Page 52 TOXIXON CORP. REPORT Received: 06/30/95 Results by Saepte Work Order # 95-06-128 SAMPLE ID IIRPSI-70 FRACTION 11A TEST CODE 601602 NAME PURG. HALOCARROMS & AROMAT Date & Time Collected 06/27795 15:20:00 Category LIQUID DETECT LAS STORET E P A METHOD 601 RESULT LIMIT NO. NO. Chloromethane Aron methane Vinyl Chloride Dichlorodifluoromethane Chloroethene Methylene Chloride Trichlorofluoromethane 1,1-Dichloroethene 1,1-Dichloroethene trans-1,2-Dichloroethene Chloroform 1,2-Dichloroethane 1,1,1.Trichloroethane carbon tetrachloride Bromodichlorcmethane 1,2-Dichlaropropane Trans-1,3-Dichloropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethane Dibromochloromethane 2-Chloroethylvinyl ether Bromoform 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene EPA METHOD 602 Benzene Toluene Ethylbenzene Xylenes (Total) Methyl -t -Butyl Ether NO 1.00 74.87-3 No 1.00 74-83-9 No 1.00 75.01-4 NO 1.00 75-71-8 NO 1.00 75-00.3 NO 1.00 75-09-2 NO 1.00 75-69-4 9q 1.00 1_00 75-35-4 ND 1.00 75-34-3 NO 1_00 156-60-5 NO 1_00 67.66-3 ND 1_00 107-06-2 NO 1_00 71-55-6 No 1.00 56-23.5 NO 1.00 75-27-4 NO 1_00 78-87-5 NO 1,_00 10061-02-6 NO 1_00 79-01-6 ND 1_00 10061.01-5 ND 1_00 79-00-5 NO 1.00 124-48-1 NO 1.00 100-75.8 NO 1.00 75-25.2 NO 1_100 79-34-5 NO 1_00 127-18-4 NO 1_00 108-90-7 No 1_00 106.46.7 NO 1.00 541-73-1 NO 1.00 95-50-1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 NO 1_00 71-43-2 34030 No 1.00 108-88-3 34010 NO 1.00 100-41-4 34371 NO 1.00 1330-20-7 4.01 1,_00 1254-25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04795 ANALYST: MAP INSTRUMENT: HP -3 OIL. FACTOR: 1 UNITS : un/L NO = not detected at detection limit I I 1 1 1 1 I a Page 53 TOXLKON CORP. REPORT Nork Older 6 95-06-120 Received: 06/30/95 Results by Sample SAMPLE ID HRPS1-TW3 FRACTION 11A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/27/95 15:20:00 Category LIQUID Alpha -RHC Gaama-BHC (lindane) Beta -BRC Heptachlor Delta -RHC Aldrin Heptachlor Epoxide EndasuLfan I 4,41 -DDE Dieldrin Endrin 4,4' -DDD EndosuLfan 11 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT NO 0.010 Aroclor 1016 ND 0.010 Aroclor 1221 ND 0.015 Aroclor 1232 ND 0.010 Aroclor 1242 No 0.010 Aroclor 1248 ND 0.010 Aroclor 1254 NO 0.010 Aroclor 1260 No 0.010 ND 0.010 ND 0.010 NO 0.010 NO 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0,25 ND 0.50 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 UNITS: UG/L NO = not detected at detection limit RESULT LIMIT NO 0_25 NO 0_25 NO 0_25 NO 0_25 ND 0.25 ND 0325 No 0_25 ie (9 Page 54 TO#IKON CORP. REPORT Work Order $ 95-06-128 Received: 06/30/95 ResuLts by Sample SAMPLE 10 HRPSI-TW3 FRACTION 11A TEST CODE 8100 NAME PAN (I Date & Tine Collected 06727/95 15:20:00 Category LIQUID !l POLYNUCLEAR AROMATIC HYDROCARBONS I I I n� 1 DETECT CAS EXTRACTED....... 06/30/95 RESULT LIMIT NUMBER ' Naphthalene ND 10.0 91-20-3 1 -Methylnaphthalene No 10.0 ND = NOT DETECTED AT DETECTION LIMIT �- 2 -Methylnaphthalene ND 10.0 Acenaphthylene NO 10.0 208.96-8 Acenaphthene NO 10.0 83-32-9 Nuorene _-_OO 10.0 86.73-7 Phenanthrene NO 10.0 85-01.8 Anthracene NO 10.0 120-12-7 Fluoranthene ND 10.0 206.44-0 - Pyrene NO 10.0 129-00-0 Benzo(a)anthracene HD 10.0 56-55-3 Chrysene ND 10,0 218-01-9 senzo(b)fluoranthene NO 10.0 205-99-2 eenzo(k)f Luoranthens NO 10.0 207-08-9 Benzo(a)pyrene NO 10.0 50-32-8 Indeno(1,2,3-cd)pyrene NO 10.0 193.39-5 Dibenz(a,h)anthracene ND 10.0 53-70-3 Benzo(g,h,i)perylene NO IDA 191-24-2 I I I n� 1 NOTES AND'DEFINITIONS FOR THIS REPORT; EXTRACTED....... 06/30/95 DATE RUN........ D7/05/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... ua/L. DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT I I I n� 1 j Page55 TOXIKON CORP- REPORT mark Order C 95-06-128 Received: 06!30/95 Results by SaNple FRACTION 1Ul TEST CODE 81,_„x,_ NAME ORG PHOS PEST. -WATER SAMPLE IO HRP51-TK3 Date & Time Collected 06/27/95 15°20:00 Category LIW10 RESULT UNITS - UO/L Azinphos Methyl No 1_00 EXTRACTED: 07 03 9 ND 1_00 DenN•ton NO 1__00 Diazinon lD SOU Disulfoton o 1_00 Ethlon _ D 1.00 Ma Lethion Parathion Ethyl — _.L 1.00 Parathion Methyl ND 1__00 Phorate _IRi 1__00 Chlorpyrifos _ NO 1_00 Notes and Definitions for this Report: EXTRACTED: 07 03 9 DATE RUN: 07106/95 ANALYST: KAK INSTRUMENT: - NP -4 DIL. FACTOR: 1 NO = not detected at detection limit A Page 56 TOXIKON CORP- REPORT York Order a »-vo-eco Received: 06/30/95 ReSUtts by SaffPLe SAMPLE ID HRPS1-TI(3 FRACTION 11A TEST CODE 815 7_ NAME CHLORINATED HERR. ' WATER Date & Tim Co(tected 06/95 15:20:00 Category' LIQUID ND - not detected at detection limit RESULT LIMIT UNITS = UO/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) _, NO 1.0 Dinoseb (ONBP) No 1.0 notapon HD 1.0 Dicamba ND 10 Dichlorprop ND 1.0 MCPA ND 200 MCPP NO 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 1 1 1 I! 1 Page 57 TONIKON CORP- REPORT Work Order 1 95-06-128 Received: 06130/95 Results by Sample SAMPLE 10 HRPS2-TWI FRACTION 12A TEST CODE 601609 NAME PURG MALOCARRONS L ARONAT Date L Time Collected 06/28/95 11:30:00 Category LIQUID DETECT CAS STORET EPA METHOD 601 RESULT LIMIT NO. NO. Chloromethane Bromomethane Vinyl Chloride Dichlorodifluoromethane Chloroethane Methylene Chloride TrichLorofluoromnthane 1,1-Dichloroethene 1,1-Dichloroethane trans-1,2-Dichloroethene Chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethane Carbon tetrachloride Bronodichloromethane 1,2-Dichloropropane Trans-1,3-Dich Loropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethane Dibromochloromethane 2-Chloroethylvinyl ether eromoform 1,1,2,2-Tetrachlorcethane Tetrachlnroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene NO 1_00 74-87-3 NO 1_00 74-83-9 _ O 1.00 75-01-4 ND 1_00 75-71-8 ND 1.0 75-00-3 NO 1.00 75-09.2 ND 1.00 75-69-4 NO 1.00 75-35-4 NO 1.00 75-34-3 No 1.00 156-60-5 NO 1.00-.67-66-3 NO 1_^00 107-06-2 ND 1_00 71-55-6 NO 1__00 56-23-5 NO 1.00 75-27-4 NO 1.00 78-87-5 NO 1_00 10061-02-6 NO 1.00 79.01-6 NO 1_00 10061-01-5 No 1.00 79-00-5 NO 1.00 124-48-1 ND 1_00 100-75-8 NO 1.00 75-25-2 NO 1.00 79-34.5 ND 1.00 127-18-4 ND 1_00 108-90-7 ND 1.00 106-46-7 NO 1.00 541-73-1 NO 1`00 95-50-1 EPA METHOD 602 Benzene Toluene Ethylbenzene Xylenes (Total) Methyt-t-Butyl Ether 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 NO 1_00 71-43-2 34030 1.07 1_00 108-883 34010 No 1.00 100-41-4 34371 1.26 1.00 1330.20-7 NO 1_00 1254-25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: i UNITS : uqZL ND = not detected at detection limit asJ 1 1 1 1 1 1 1 1 1 1 1 1 1 Page 58 TOKIKON CORP. REPORT work Order C 95-06-128 Received: 06/30/95 Results by Semple SAMPLE ID HRPS2-TUI FRACTION L4 TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/28/95 11:30:00 Category LIQUID Alpha -OHC GaMMa-BHC (Lindane) Beta -811C Heptachlor Delta-SHC Aldrin Heptachlor Epoxide Endosulfan I 4,4' -DDE Dieldrin Endrin 4,4' -DDD Endosulfan II 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT HD 0.010 Aroclor 1016 NO 0.010 Aroclor 1221 NO 0.010 Aroclor 1232 NO 0.010 Aroclor 1242 NO 0.010 Aroclor 1248 NO 0,010 Aroclor 1254 No 0.010 Aroclor 1260 NO 0.010 NO 0.010 NO D.010 NO 0.01D ND 0.010 NO 0.0111 ND 0.010 ND 0.010 ND 0.010 ND 0.25 NO 0.50 NO 0.010 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07105/95 ANALYST: MO INSTRUMENT: HP -2 OIL. FACTOR: 1 UNITS: UG/L NO = not detected at detection limit RESULT LIMIT NO 0.25 NO 0_25 NO 0_25 NO 0.25 ND 0_25 ND 0.25 NO 0.25 I Page 59 TOXIKON CORP. REPORT Wort order t 95-06-128 Received: 06/30/95 Results by Saaple SAMPLE ID HRPS2-TW1 FRACTION 17A TEST CODE 8100 NAME PAN Date & Time Collected 06/28/95 11:-30:00 Category LIQUID POLYNUCLEAR AROMATIC BYDROCARBONB NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 06/30/95 DETECT CAS 07/05/95 RESULT LIMIT NUMBER INSTRUMENT...... UNITS........... Naphthalene No 10.0 91-20-3 1 -Methylnaphthalene ND 10.0 2 -Methylnaphthalene NO 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 Fluorenthene Pyrene ND 10.0 206-44-0 129-00-0 ND 10.0 Benzo(a)anthracene No 10.0 56-55-3 Chrysene ND 10.0 218.01-9 Benzo(b)fluoranthene ND 10.0 205-99-2 Benzo(k)ftuoranthene ND 10.0 207.08-9 Benzo(a)pyrene ND 10.0 50.32-8 1 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Dibenz(a,h)anthracene NO 10.0 53-70-3 8enzo(g,h,i)perylene ND 10.0 191-24-2 NOTES AND DEFINITIONS FOR THIS REPORT: I L� I L EXTRACTED....... 06/30/95 DATE RUN........ 07/05/95 ANALYST......... BF INSTRUMENT...... UNITS........... PE Uq/L DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT I L� I L Page 60 TOXIKOM CORP. REPORT Work Order 6 95-06-128 Received: 06/30/95 RMULts by Sample SAMPLE ID NRPS2-1W1 FRACTION 1211 TEST CODE 8140M NAME MG PROS. PEST. -WATER Date & Ti me Collected 06/28/95 11:30:00 Category LIQUID RESULT UNITS = Ug/L Azinphos Methyl NO 1,__00 Demeton NO 1__00 Diazinon NO 11-_00 DisOlfoton ND 1.00 Ethion ___PD_ 1_00 Malathion ND 1.00 Parathion Ethyl AD 11^00 Parathion Methyl _, D 1,_00 Phorate ND 1_0000 chiorpyrifos ND 1.00 Notes and Definitions for this Report: EXTRACTED: 07. /03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: NP -4 DIL. FACTOR: 1 ND - not detected at detection limit I I [J Page 61 TORIKON CORP. REPORT York Order M 95-06-128 Received: 06[30/95 Results by Semple SAMPLE ID IIR -Ty1 FRACTION 12A TEST CODE18 SOY NAME CHLORINATED HERB. - WATER Date & Time Collected 06/28/95 11-30:00 Category LIQUID RESULT LIMIT UNITS = ug/L 2,4 -DB NO 1.0 2,4-D NO 10 2,4,5-T ND 1.0 Silvex (2,4,5 -TP) NO 1.0 Dinoseb (DNBP) NO 1.0 Dalapon NO 1.0 Dicamba NO 1.0 Dichlorprop - ND 1.0 MCPA TNO 200 MCPP NO 200 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/17/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 NO = not detected at detection limit N I I I I Paye 62 TOMIKON CORP. REPORT York Order N 95-06-128 Received: 86/30/95 Results by Semple SAMPLE ID HRPS2-TW FRACTION 13A TEST CODE 601602 NAME PURG. NA!MBONS & ARORAT Date & Time Collected 06/28/95 12:15:00 Category LIQUID DETECT CAS STORET EPA ME T R O D 601 RESULT LIMIT NO. NO. Chloromethane Bromomethane Vinyl Chloride OichLorodifluoramethane Chloroethane Methylene Chloride Trichlorofluoromethane 1,1-DichLoroethene 1,1-Dichloroethane trans-1,2-DichLoroethene Chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethane Carbon tetrachloride Bromodichloronethane 1,2-Dichloropropane Trans-1,3-Dich Loropropane Trichloroethene cis-1,3-Dich Loropropene 1,1,2 -Trichloroethane Dibromochloromethane 2-Chloroethylvinyl ether Bromoform 1,1,2,2-TetrachLoroethane Tetrachloroethene Ch lorobenzene 1,4-Dich Lorobenzene 1,3 -Dichlorobenzene 1,2-Dichtorobenzene NO _1.00 74-87-3 NO 1.00 74-83-9 NO 1_00 75-01-4 ND 1.00 75-71-8 NO 1.00 75-00-3 NO 11=00 75-09-2 No 1.00 75-69-4 __- 10 1.00 75-35-4 RD 1.00 75-34-3 ND 1_00 156-60-5 RD 1_00 67-66.3 NO 1.00 107-06-2 ND 1.00 71-55-6 NO 1_00 56-23-5 NO 1_00 75-27-4 No 1_^00 78-87-5 ND _-1100 10061-02-6 NO 1_00 79-01-6 NO 1_00 10061-01-5 _ RD 1.00 79.00-5 NO 1_OD 124-48-1 NO 1_00 100-75-8 NO 1_00 75.25-2 NO 1_00 79-34-5 NO 1_00 127-18-4 No 1;00 108-90-7 ND 1_00 106-46-7 NO 1.00 541-73.1 No 1.00 95-50-1 EPA METHOD 602 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75.25-2 34516 34475 34301 34571 34566 34536 Benzene NO 1_00 71-43-2 34030 Toluene RD 1.00 108.88-3 34010 Ethylhenzene ND 1_00 100-41-4 34371 Xylenes (Totat) NO 1.00 1330-20-7 Methyl-t-outyL Ether No 1_00 1254-25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS : uo/L ND = not detected at detection limit 1171 Page 63 TOXIKON CORP. REPORT Work Order 11 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-TW2 FRACTION 13A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/28/95 12:15:00 Category LIQUID RESULT LIMIT RESULT LIMIT Alpha -BHC NO 0.010 Aroctor 1016 NO 0_25 Gamna -BRC (Lindane) NO 0.010 Aroctor 1221 NO D.25 .. Beta -OHC NO 0.010 Aroctor 1232 NO 0_25 Heptachlor NO 0.010 Aroc Lor 1242 NO 0_25 Delta -BHC NO 0.010 Aroc.Lor 1248 �NO 0_25 Aldrin NO 0.010 ArocLor 1254 NO 0.25 Heptachlor Epoxide NO 00.010 Aroctor 1260 NO 0_25 Endosutfan I NO 0.010 4,41 -PDE ND 0.010 Dieldrin NO 0.010 Endrin NO 0.010 4,4 --ODD NO 0.010 Endasulfan II ND 0.010 4,4 --DDT NO 0.010 Endrin aldehyde ND 0.010 Endosulfan Sulfate ND 0.010. Chlordane No 0_25 Toxaphene NO 0_50 Methoxychlor NO 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 UNITS: UG/L NO not detected at detection limit 1171 H 1 r I I Page 64 TOKIKON CORP- REPORT Work Order 9 95-06-128 ! Received: 06/30/95 Results by Smple SAMPLE ID HRPS2-TW2 FRACTION 13A TEST CODE 8100 NAME PAN Date & Time Collected 06/28/95 12:15:00 Category LIQUID POLYNUCLEAR ARONATXC HYDROCARBONS NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED..,.... 06/30/95 DATE RUN........ 07/05/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... UNA DILUTION........ 1 RD = NOT DETECTED AT DETECTION LIMIT DETECT CAS RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 1 -Methylnaphthalene NO 10.0 2 -Methylnaphthalene NO 10.0 Acenaphthylene ND 10.0 208.96.8 Acenaphthene NO 10.0 83.32-9 FLuorene No 10.0 86.75-7 Phenanthrene No 10.0 85-01-8 Anthracene ND 10.0 120-12-7 Fluoranthene NO 10.0 206-44-0 Pyrene ND 10.0 129.00.0 genzo(9)anthracene ND 10.0 56.55-3 Chrysene ND 10.0 218-01-9 eenzo(b)fluoranthene No 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 NO 10.0 193.39-5 Dibenz(a,h)nnthracene ND 10.0 53-70-3 1 Benzo(g,h,i)perylene ND 10.0 191-24-2 NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED..,.... 06/30/95 DATE RUN........ 07/05/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... UNA DILUTION........ 1 RD = NOT DETECTED AT DETECTION LIMIT I Page 65 TOKIKON CORP- REPORT York Order 0 95-06-128 Received: 06/30/95 Results 6y Saople SAMPLE ID HRPS2-TY2 FRACTION 13A TEST CODE 8140N NAME ORG_ PHOS. PEST --WATER Dote 8 Time Collected 06/28/95 12:15:00 Category LIQUID �J f RESULT UNITS = ug/L Azinphos Methyl No 1_00 Demeton NO 1_00 Diazinon NO 1_00 Disulfoton ND 1_00 Ethion ND 1_00 Malathion NO 1_00 Parathion Ethyl NO 1_00 Parathion Methyl Phorate No 1.00 NO 1_00 Chlorpyrifos NO 1_00 Notes and Definitions for this Report: EXTRACTED: 07_ /03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: HP -4 -' DIL. FACTOR: i NO = not detected at detection limit �J f 1 1 1 1 I' 1 I Page 66 TOXIKOH CORP. REPORT Work Order O 95-06-128 Received: 06/30/95 Results b/ Sample SAMPLE ID HRPS2-TI2FRACTION 1AA TEST CODE 81SOU NAME CHLORINATED HERB. - WATER Date 8 Time Collected 06/28/95 12:15:00 Category LIGIIID EXTRACTED: 07/03/95 DATE RUN: 07/17/95 ANALYST: SR INSTRUMENT: GC DIL. FACTOR: 1 ND = not detected at detection limit RESULT LIMIT UNITS = Ug/L 2,4 -DO ND 1.0 2,4-D NO 1.0 2,4,5-T ND 1.,0 Silvex (2,4,5 -TP) NO 1.0 Dinoseb (DNOP) ND1.0 Dalapon NO 1.0 DicambaLID 1.0 Dichlorprop ND 1.0 MCPA ND 200 MOPP ND 20D 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 Page 67 TOXIKON CORP. REPORT Received: 06/30/95 Results by SaopLe York Order 8 95-06-128 SAMPLE ID HRPS2-71f3 FRACTION_ TEST CODE 60� NAME PURG. RALOCARBONS 6 AROMAT Date & Time Collected 06/28/95 13:00:00 Category LIQUID DETECT CAS STORET EPA METHOD 601 RESULT LIMIT No. No. Chloromethane Bromomethene vinyl Chloride Dichlorodifluoromethane Chloroethane Methylene chloride Trichlorofluoromethane 1,1-Dfchloroethene 1,1-Dichloroethane tram-1,2-Dichloroethene Chloroform 1,2-Dichloroethene 1,1,1 -Trichloroethane Carbon tetrachloride Bromodichloromethene 1,2-Dichloropropane Trans-1,3-Dichloropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethane Dibromochloromethene 2-Chloroothylvinyl ether Bromoform 1,1,2,2-Tetrachloroethene 7etrachLoroethene Chlorobenzene 1,4-DichLorobenzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene EPA METHOD 602 ND 1_00 74-87.3 ND 1_00 74-83.9 ND 1.00 75-01-4 NO 1.00 75-71-8 ND 1.00 75-00-3 ND 1.00 75-09-2 NO _1.00 75-69.4 ND 1_00 75-35-4 ND 1.00 75-34-3 ND 1.00 156-60-5 ND 1_00 67-66-3 ND 1^00 107-06-2 No 1.00 71-55.6 ND 1_00 56-23-5 ND .1.00 75-27^4 ND 1_00 78-87-5 ND 1.00 10061-02-6 NO 1.00 79-01-6 NO 1.00 10061.01-5 No 1.00 79-00-5 ND 1.00 124-48-1 NO 1.00 100-75-8 No 1_00 75-25-2 ND 1.00 79-34-5 ND 1.00 127-18-4 NO 1.00 108-90-7 ND 100 106-46-7 No 1.00 541-73-1 HD 1.00 95-50-1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 Benzene NO 1;00 71-43-2 34030 Toluene 5.55 1_00 108-88-3 34010 Ethylbenzene No 1_00 100-41-4 34371 Xylenes (Total) 3.66 1_00 1330-20.7 Methyl -t -Butyl Ether ND 1_00 1254-25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS : ug/L ND = not detected at detection limit I ' page 68 TOXIKON CDRP- REPORT York Order 6 95-06-128 Received: 06/30/95 Results by S8WIe SAMPLE ID HRPS2-TY3 FRACTION 14A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/20/95 13:00:00 Category LIQUID 1 11 Alpha -BHC Gamma -BHC (Lindane) Beta -ENC Heptachlor Delta-8NC Aldrin Heptachlor Epoxide Endosulfan I 4,4' -DDE OieLdrin Endrin 4,4' -DDD Endosulfan 11 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT ND 0.010 Aroclor 1016 ND 0.010 Aroclor 1221 No 0.010 Aroclor 1232 ND 0.010 Aroclor 1242 ND 0.010 Aroclor 1248 ND 0.010 Aroclor 1254 ND 0,010 Aroclor 1260 ND 0,010 NO 0.010 NO 0.010 ND 0.010 ND 0.010 ND 0.010 NI) 0.010 ND 0.010 NO 0.010 _o 0_25 ND 0.50 ND 0.010 Notes and Definitions for this Report - EXTRACTED: 07103/95 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: 1 UNITS: UG/L ND = not detected at detection Limit RESULT LIMIT NO 0,25 ND 0_25 NO 0`25 NO 0.25 ND 0.25 ND 0_25 NO 0_25 I Paye 69 TOXIKON CORP, REPORT Work Order # 95-06-128 Received: 06/30/95 Results try SaMLe SAMPLE ID HRPS2-TV3 FRACTION 14M TEST CODE 8100 NAME PAN Date 8 Tim Collected 06/28/95 13:00:00 Category LIQUID POLYNUCLEAR AROMATIC HYDROCARBONS ' DETECT CAS EXTRACTED....-... 06/30/95 RESULT LIMIT NUMBER Naphthalene ND 10.0 91-20-3 ... 1 -Methylnaphthalene ND 10.0 DILUTION........ 1 2 -Methylnaphthalene ND 10.0 Acenaphthylene ND 10.0 208.96.8 _ Acenaphthene ND 10.0 83-32-9 Fluorene NO 10.0 86-73.7 Phenanthrene NO 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 No 10.0 218-01-9 Benzo(b)f Luoranthene HD 10.0 205-99-2 Benzo(k)fluorenthene ND 10.0 207-08-9 eenzo(a)pyrene NO 10.0 50.32-8 Indeno(1,2,3-cd)pyrene ND 10.0 193-39-5 Dibenz(a,h)anthracone ND 10.0 53-70-3 .i Benzo(g,h,i)perylena ND 10.0 191.24-2 ' NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....-... 06/30/95 DATE RUN.......: 07/05/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... uy/L DILUTION........ 1 ND a NOT DETECTED AT DETECTION LIMIT 1 �bJ Page 70 TOXIKOI CORP. REPORT York Order * 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-TW3 FRACTION 14A TEST CODE 8140Y NAME ORG. PROS. PEST. -WATER Date 6 Time Collected 06/28/95 13:00:00 Category LIQUID RESULT UNITS = ug/L AzinphoS Methyl NO 1_00 Demeton NO 1_00 Diazinon NO 1.00 Disulfoton NO 1_00 Ethion ND 1_00 MaLathion No 1.00 Parathion Ethyl ND 1_00 Parathion MethyL NO 1.00 Phorate No 1.00 Chlorpyrifos NO 1.00 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 Page 71 TOXIKON CORP. REPORT Work Order $ 95-06-128 Received: 06/30/95 Results by Sauple SAMPLE 10 NRPS2-TV3 FRACTION 14A TEST CODE 815OU NAME CHLORINATED HERB. -- UATER Date $ Time Collected 06128/95 13:00:00 Category LIQUID RESULT LIMIT UNITS a Ug/L 2,4 -DR 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 Dicambe ND 1.0 Dichlorprop NO 1.0 MCPA ND 200 NCPP 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 m I Page 72 TORIkOR CORP. REPORT Received: 06/30/95 Results by SaWie Work Order / 95-06-128 SAMPLE ID HRPS2-BW1 FRACTION 35A TEST CODE 601602 NAME FURS. NALOCARRONS & AROMAT ' Date & Time Collected 06/28/95 14:30:00 Category LIl1UID 1 v I M 1 I 1 [J DETECT CAS STOREY E P A METHOD 601 RESULT LIMIT NO. NO. Chloromethane Bromomethane Vinyl Chloride Dichlorodifluoromethane Chloroethane Methylene Chloride Trichlorofluoromethane 1,1-Dichloroethene 1,1-Dichloroethane trans-1,2-Dichloroethene chloroform 1,2-Dichloroethene 1,1,1 -Trichloroethane Carbon tetrachloride Brcmodichloromethene 1,2-Dichloropropane Trans-1,3-DichLoropropane Trichloroethene cis-1,3-DichLoropropene 1,1,2 -Trichloroethane Dibromochloromethane, 2 -Ch Loroethylv(nyl ether Br"form 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3-Dicblorobenzene 1,2-Dichlorobenzone EPA METHOD 602 NO 1.00 74-87-3 NO 1.00 74-83-9 ND 1^00 75.01-4 ND 1.00 75-71-8 ND 1.00 75-00.3 ND 1.00 75-09-2 NO 1.00 75.69-4 ND 1.00 75-35-4 ND 1.00 75-34-3 ND 11=00 156-60-5 ND 1;00 67-66-3 ND 1_0D 1D7-06.2 NO 1_00 71-55-6 ND 1.00 56-23-5 NO 1.00 75-27-4 ND 1_00 78.87.5 ND 1.00 10061.02-6 ND 1.00 79-01.6 ND 1_00 10061-01.5 ND 1_06 79-00-5 ND. 1_00 124.48-1 NO 1_00 100-75-8 ND 1_00 75.25-2 ND 1_00 79-34-5 RD 11=00 127-18-4 No 1_00 108-90.7 NO1_00 106-46-7 ND 1_00 541-73-1 NO 1_00 95-50.1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 T5-25.2 34516 34475 34301 34571 34566 34536 Benzene ND 1_00 71-43-2 34030 Toluene 1.49 1.00 108-88-3 34010 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 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS : ue/L ND = not, detected at detection limit 11 1 1 Page 73 TOKIKON CORP- REPORT York Order # 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-8N1 FRACTION 15A TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/28/95 1430.00 Category LIQUID 1 w RESULT LIMIT ND 0-010 Aroclor 1016 ND 0.010 Aroclor 1221 ND 0.010 Aroclor 1232 ND 0.010 Aroclor 1242 ND 0,010 Aroclor 1248 ND 0.010 Aroclor 1254 ND 0.010 Aroc Lor 1260 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0:010 ND 0.25 ND 0.50 NO 0.010 Notes and Definitions for this Report: EXTRACTED: Alpha -BHC DATE RUN: Gamna -BHC (Lindane) ,. Beta -BHC INSTRUMENT: Heptachlor ,- Delta -BHC UNITS: Aldrin Heptachlor Epoxide ' Endosulfan I 4,41 -DDE Dieldrin ' Endrin 4,4 --DDD Endosutfan II 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor 1 1 w RESULT LIMIT ND 0-010 Aroclor 1016 ND 0.010 Aroclor 1221 ND 0.010 Aroclor 1232 ND 0.010 Aroclor 1242 ND 0,010 Aroclor 1248 ND 0.010 Aroclor 1254 ND 0.010 Aroc Lor 1260 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0:010 ND 0.25 ND 0.50 NO 0.010 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP -2 OIL. FACTOR: i UNITS: UGfL ND = not detected at detection limit RESULT LIMIT ND 0_25 ND 0_25 ND 0_25 ND 0_25 ND 0_25 ND 0_25 ND 00=25 Page 74 TOXIKON CORP. REPORT llorlt Order k 915-06-128Received: 06/30/95 Results by Sample SAMPLE ID HRPS2-BY1 FRACTION 15A TEST CODE 0100 NAME PAN Date & Time Collected 0628/95 14:30:00 Category LIQUID POLYNUCLEAR AROMATIC HYDROCARBONS I 10 DETECT CAS EXTRACTED....... 06/30/95 RESULT LIMIT NUMBER Naphthalene RD 10.0 91-20-3 1 -Methylnaphthalene _ NO 10.0 DILUTION........ 1 2-Methyinaphthalene NO 10.0 -1 Acenaphthylene _ No 10,0 208.96-8 J Acenaphthene NO 10.0 83.32-9 Fluarene No 10.0 86-73-7 Phenanthrene ND 10.0 85-01-8 Anthracene NO 10.0 120-12-7 FLuoranthene NO 10.0 206-44-0 Pyrene NO 10.0 129-00-0 Benzo(a)anthracene NO 10.0 56-55-3 Chrysene NO 10.0 218-01-9 Benzo(b)ftuoranthene Benzo(k)fluoranthene No 10.0 205.99-2 207.08.9 NO 10,0 Benzo(a)pyrene NO 10.0 50-32-8 lndeno(1,2,3-cd)pyrene O 10.0 193-39-5 ' Dibenz(a,h)anthracene NO10.0 53-70.3 eenzo(g,h,i)perylene ND 10 Q 191-24-2 I 10 'NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 06/30/95 DATE RUN........ 07/05/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... USIL ' DILUTION........ 1 ND o NOT DETECTED AT DETECTION LIMIT I 10 I E H n RESULT UNITS = ug/L -Azinphos Methyl Page 75 TOXIKON CORP. REPORT Work Order / 95-06-128 Demeton Received: 06130195 Results by Saaple Diazinon ND 1.00 Disulfoton SAMPLE 10 HRPS2-RU1 FRACTION 15A TEST CODE 814OW NAME ORG. PHOS. PEST. -WATER ' No Date & Time Collected 06/28/95 14:30:00 Category LIQUID E H n RESULT UNITS = ug/L -Azinphos Methyl NO 1.00 Demeton NO 1_00 Diazinon ND 1.00 Disulfoton ND 1.00 Ethion No 1.00 Malathion No 1_00 Parethi on Ethyl NO 1.00 Parathion Methyl NO 1,00 Phorate NO 1_00 Chlorpyrifos NO 1_00 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: W HP -4 OIL. FACTOR: 1 NO = not detected at detection limit Page 76 TOKIKON CORP. REPORT York Order If 95-06-128 Received. 06/30/95 Results by Sade SAMPLE ID HRPSZ-gWl FRACTION 15A TEST CODE 8150Y NAME CHLM)WATED HERB. - WATER Date & Time Collected 06/29/95 14:30-.00 Category LIQUID RESULT LIMIT UNITS = Ug/L 2,4-DB ND 1.D 2,4-D NO 1.0 2,4,5-1 NO 1.0 Silvex (2,4,5-TP) ND 1.0 Dinoseb (DMBP) ND 1.0 Dalapon ND 1.0 i Dicamba No 1.0 Dichlorprop ND 1.0 MCPA NO 200 MCPP NO 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 Page 77 TOXIKON CORP. REPORT Received: 06/30/95 Results by SaWle York Order 6 95-06-128 SAMPLE ID HRPS2-EOS FRACTION 16A TEST CODE 601602 NAME PIING. HALOCARBONS L AROIIAT Date & Time Collected 06/28/95 15:00:00 Category LIQUID DETECT CAS STORET EPA METHOD 601 RESULT LIMIT NO. NO. Chloromethane Bromomethsne Vinyl, Ch Loride Dichlorodifluoromethane Chloroethane Methylene Chloride T r l ch l orofI uoromethene 1,1-Dichlaraethene 1,1-DLchlaroethane Trans-1,2-Dichloroethene Chloroform 1,2-Dichloroethene 1,1,1 -Trichloroethane Carbon tetrachloride Bramodichloromethane 1,2-Dichloropropane Trans-1,3-Dichloropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethane Dibromochloromethane 2-ChloroethyLvinyl ether Bromoform 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene No 1_00 74-87-3 ND 1,00 74-83-9 ND 1.00 75-01-4 NO 1_00 75-71-8 ND 1,00 75-00-3 ND 1,00 75-09-2 NO 1.00 75-69.4 ND 1.D0 75-35-4 NO 1.00 75-34-3 ND 1.00 156-60-5 ND 1.00 67-66-3 No 1.00 107-06-2 ND 1.00 71-55-6 ND 1.00 56-23.5 NO 1.00 75-27-4 NO 1.00 78.87-5 ND 1.00 10061-02.6 NO 1.00 79-01-6 ND 1.00 10061-01-5 ND 1,^_00 79-00-5 NO 1_00 124-48-1 NO 1.00 100-75.8 ND 1.00 75-25-2 NO 1.00 79-34-5 ND 1.00 127-18-4 NO 1.00 108-90-7 NO 1.00 106-46-7 NO 1.00 541-73-1 ND 1.00 95-50-1 34418 34413 39715 34668 34311 34423 34408 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 EPA METHOD 602 Benzene No 1_00 71-43-2 34030 Toluene NO 1_00 108-8B-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 Xylenes (Total) ND 1_00 1330-20-7 Methyl -t -Butyl Ether NO 1.00 1254-25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS : u L ND - not detected at detection limit I Page 78 TO%IKON CORP. REPORT Work Order N 95-06-128 Reeaived: 06/30/95 Results by Sample SAMPLE ID HRPS2-EQS FRACTION 16A TEST CODE 8080 NAME PESTICIDES/PCO Date & Time Collected 06/28195 15.00:00 Category LIQUID P 1 Alpha -BHC Gamna -BHC (Lindane) fl I I I i 1 1 1 ov>> RESULT LIMIT NO 0.01Q proctor 1016 NO 0.010 Aroclor 1221 NO 0.010 Aroclor 1232 NO 0.010 Aroclor 1242 ND 0.010 Aroclor 1248 NO 0.010 Aroc Lor 1254 NO 0.010 ArocLor 1260 NO 0.010 NO 0.010 NO 0.010 ND 0.010 ND 0.010 ND 0.010 No 0.010 No 0.010 NO 0.010 ND 0.25 ND 0_50 NO 0.010 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP -2 DLL. FACTOR: 1 UNITS: UG/L NO = not detected at detection limit RESULT LIMIT ND 00^25 ND 0_25 ND 0.25 NO 0_25 HD 0.25 NO 0,25 NO NO 0_25 Beta -BHC Heptachlor pelta -BHC Aldrin Heptachlor Epoxide Endosulfan 1 4,4' -DDE Dieldrin Endrin i 4,4' -DDD Endosulfan 11 4,41 -DDT 1 Endrin Aldehyde Endosulfan Sulfate Chlordane i Toxaphene Methoxychlor fl I I I i 1 1 1 ov>> RESULT LIMIT NO 0.01Q proctor 1016 NO 0.010 Aroclor 1221 NO 0.010 Aroclor 1232 NO 0.010 Aroclor 1242 ND 0.010 Aroclor 1248 NO 0.010 Aroc Lor 1254 NO 0.010 ArocLor 1260 NO 0.010 NO 0.010 NO 0.010 ND 0.010 ND 0.010 ND 0.010 No 0.010 No 0.010 NO 0.010 ND 0.25 ND 0_50 NO 0.010 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP -2 DLL. FACTOR: 1 UNITS: UG/L NO = not detected at detection limit RESULT LIMIT ND 00^25 ND 0_25 ND 0.25 NO 0_25 HD 0.25 NO 0,25 NO NO 0_25 I Page 79 TOXIKON CORP. REPORT Nork Order 0 95-06-178 Received: 06/30/95 Results by Saaple r SAMPLE ID IIRPS2-EQS FRACTION 161 TEST CODE 8100 NAME PAN Date & Time Collected 06728/95 15:00:00 Categary LIQUID IPOLYNUCLEAR AROMATIC HYDROCARBONS :LI DETECT CAS EXTRACTED....... 06/30/95 RESULT LIM17 NUMBER Naphthalene ND 10.0 91-20.3 1 1 -Methylnaphthalene NO 10.0 NO = NOT DETECTED AT DETECTION LIMIT 2 -Methylnaphthalene _ NO 10 _O ' Acenaphthylene NO 10.0 208-96-8 Acenaphthene NO 10.0 83-32-9 _ Fluorene NO 10.0 86-73-7 Phenanthrene NO 10.0 65-01-8 Anthracene NO 10.0 120-12-7 Fluoranthene NO 10.0 206-44-0 Pyrene NO 10.0 129-00-0 ' Behzo(a)anthracone NO 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 eenzo(a)pyrene NO 10.0 50-32-8 Indeno(1,2,3-cd)pyrene NO10 0 193-39-5 f Dibenz(a,h)anthracene NO 10.0 53-70-3 l 8enzo(g,h,i)perylene NO 10.0 191.24-2 :LI NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 06/30/95 DATE RUN........ 07/05/95 ANALYST......... OF INSTRUMENT...... PE 1 UNITS........... ug/L DILUTION........ 1 NO = NOT DETECTED AT DETECTION LIMIT :LI Page 00 TOXIKON CORP. REPORT Work Order 4 95-06-128 Received: 06/30/95 Results by SaPLc SAMPLE ID NRPS2-EQS FRACTION iM TEST CODE 814OW NAME ORG- PHOS. PEST --PATER Date & Time Collected 06/20/95 15:00c00 Category LIQUID Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: HP- DIL. FACTOR: i ND = not detected at detection limit RESULT UNITS = ug/L Azinphos Methyl ND 1_00 Demeton ND 1_00 Diazinon NO 11^00 Disulfoton ND 1_00 Ethion No 11.00 Malathion ND 1.00 Parathion Ethyl , ND 1_00 Parathion Methyl NO 1.00 Phorate ND 1_DO Chlorpyrifos ND 1_00 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: HP- DIL. FACTOR: i ND = not detected at detection limit I I i ND = not detected at detection Limit CORP- REPORT Nark Order 0 95-06-128 Page 81 TOXIKOH Received: 06/30/95 Results by Sample SAMPLE ID NRP52-E05 FRACTION 16—A TEST CODE 815OU NAME CHLOR IMATED HERB - NATER Date 6 Time Co Llected 06/28/95 15:00:00 Category LIQUID RESULT LII4IT UNITS = ug/L 2,4 -DB NO 1.0 2,4_0 ND 1.0 2,4,5-T ND 1.0 SiL9ex (2,4,5 -TP) NO 1.0 Dinoseb (DNBP) ND 1.0 Dalapon NO 1.0 Dicamba NO 1.0 DichLorprop NO 1.0 MCPA NO 200 MCPP NO 200 Nates and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07117195 ANALYST: SR INSTRUMENT: CC DIL. FACTOR: 1 ND = not detected at detection Limit I Page 82 TOXIKON CORP- REPORT Received: 06/30/95 Re Lts by Sample hark Order # 95-06-120 SAMPLE ID HRPS2-E8N FRACTION " TEST CODE 601602 NAME PURG. HALOCARBONS & AROMAT Date & Time Collected 06128/95 15:20:00 Category LICUID DETECT CAS STORET EPA METHOD _6 0 1 RESULT LIMIT No. No. Chloromethane Bromomethane Vinyl Chloride Dichlorodifluoromethane chloroethane Methylene Chloride Trichlorofluoromethane 1,1-Dichloroethene 1,1-Dichloroethane trans-1,2-Dichloroethene Chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethane Carbon tetrachloride Bramodichloromethane 1,2-DichLoropropane Trans-1,3-DichLoropropane Trich Loroetheno cis-1,3-Oichloropropene 1,1,2 -Trichloroethane Dibroacchloromethane 2-ChLoroethylvinyl ether Bromoform 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene EPA METHOD 6.02 ND 1_00 74-87-3 NO 1_00 74-83-9 ND 1.00 75-01-4 NO 1.00 75-71-8 ND 1.00 75.00-3 No 1`00 75-09-2 �Np l 00 75-69-4 ND 1.OD 75.35-4 ND 1_00 75-34-3 ND 1.00 156.60-5 NO ,.DO 67-66-3 ND 1_00 107-06.2 ND 1.00 71.55.6 ND 1;-00 56-23-5 ND 1.00 75-27-4 ND 1.00 78.87-5 ND 1_00 10061.02-6 NO 1_00 79-01-6 No 1.00 10061-01-5 ND 100 79-00-5 ND 1.00 124-48-1 NO 1.00 100-75.8 ND 1.00 75-25-2 ND 1.00 79-34-5 NO 1.00 127-16-4 ND 1.00 108-90-7 ND 1.00 106-46-7 ND 1.00 541-73-1 ND 1.00 95-50-1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 Benzene ND 1.00 71-43-2 34030 Toluene. NO 1.OD 108-88-3 34010 Ethylbenzene ND 1.00 100-41-4 34371 Xylenes (Total) NO 1.00 1330-20-7 Methyl -t -Butyl Ether ND 1.00 1254-25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS : u L ND = not detected at detection limit Page 83 TOXIKOM CORP- REPORT York Order ft 95-06-128 Received: 06/30/95 Results by Semple SAMPLE ID HRPS2-EBY FRACTION 17AL TEST CODE 8080 NAME PESTICIDES/PCB Date & Time Collected 06/28/95 15:20:00 Category LIQUID Alpha -BHC Gomoo -BBC (Lindane) Beta -BBC Heptachlor Delta -BHC aldrin Heptachlor Epoxide Endosulfan I 4,0 -DDE Dieldrin Endrin 4,4' -DDD Endosulfan 11 4,4' -DOT Endrin Aldehyde Endosulfan Sulfate Chtordone Toxaphene Methoxychlor I i 1 1 1 1 RESULT LIMIT ND 0.010 Aroclor 1016 ND 0.010 Aroclor 1221 ND 0.010 Aroclor 1232 ND 0.010 Aroclor 1242 No 0.010 Aroclor 1248 ND 0.010 Aroclor 1254 ILD 0.010 Aroclor 1260 ND 0.010 ND 0.010 NO 0.01-0 ND 0.010 NO 0.010 NO 0.010 NO 0.010 NO 0.010 No 0.010 NO 0.25 ND 0.50 ND 0.010 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: NQ INSTRUMENT: HP -2 OIL. FACTOR: 1 UNITS: UG/L ND - not detected at detection limit RESULT LIMIT ND 0.25 NO 0.25 tel D 0_25 No 0_25 ND 0_25 No _0.25 No 0,25 EJ LI Page 84 TOXIKON CORP. REPORT York Order 0 95-06-128 Received. 06!50/95 Results try Sade SAMPLE ID NRPS2-EBY FRACTION 17A TEST CODE 8100 NAME PAN Date & Ti aye Collected 06/28/95 15:20:00 Category LIQUID POLYNUCLEAR AROMATIC HYDROCARBONS 1 L RESULT DETECT LIMIT CAS NUMBER ANALYST......... BF Naphthalene NO 10.0 91-20-3 1 -Methylnaphthalene NO 10.0 2 -Methylnaphthalene NO 10.0 Acenaphthylene NO 10.0 20896-8 " Acenaphthene NO 10.0 83-32-9 1 Fluorene NO 10.0 86.73-7 Phenanthrene NO 10.0 85-01-8 _ Anthracene NO 10.0 120-12-7 Fluoranthene NO 10.0 206-44-0 Pyrene NO 10.0 129-00.0 Benzo(a)anthracene NO 10.0. 56-55-3 Chrysene NO 10.0 218-01-9 Benzo(b)fluoranthene NO 10.0 205-99-2 �.� Benzo(k)fluaranthene NO 10.0 207-08-9 Benzo(a)pyrene NO 10.0 50-32-8 Indeno(1,2,3-cd)pyrene NO 10.0 193-39-5 Dibenz(a,h)anthracene NO 10.0 53-70-3 Benzo(g,h,i)perylene NO 10.0 191.24-2 1 L NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 06/30/95 DATE RUN........ 07/06/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... ug/L DILUTION........ 1 NO = NOT DETECTED AT DETECTION LIMIT 1 L I I Pelle 85 TDXIKON CORP. REPORT Work Order 8 95.06-128 Received= 06/30/95 Results IY Sample SAMPLE ID NRPS2-ERu FRACTION 174A TEST CODE 814Ov NAME ONG PHOS. PEST. -DATER Date $ Time Collected 06/28195 1520:00 Category LIQUID RESULT UNITS = ug/L Azinphos Methyl NO, 1..00 Demeton NO 1.00. Diazinon No 1_00 Disulfoton ND 1_00 Ethion ND 1_00 Malathion ND 1.00 Parathion Ethyl ND 1_00 Parathion Methyl NO 1_00 Phorate NO 1_00 Chlorpyrifos NO 1.00 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN: 07/06/95 ANALYST: KAK INSTRUMENT: NP -4 DIL. FACTOR: 1. ND = not detected at detection Limit Q'11.7 11 I I i i page 86 TOXIKON CORP. REPORT Work order 9 95-06-128 Reeeived: 06/30/95 Results by Saryle SAMPLE ID HRPSZ-EBW FRACTION i7A TEST CODE BISON NAME CHLORINATED HERR -.WATER Date & Time Collected 06/28/95 15:20:00 Category LIQUID RESULT LIMIT UNITS c UNA 2,4-D8 NO 1.0 2,4-D ND1.0 2,4,5-7 ND 1.0 Silvex (2,4,5 -TP) NO 1.0 Dinoseb (DNSP) No 1.0 Dalapon NO 1.0 Dicamba - ND 1.0 Dichlorprop ND 1:0 MCPA NO 200 MCPP NO 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 F] r r � J I p H Page 87 TOXIXON CORP. REPORT Received. 06/30/95 ReSULtS by Sample Work Order V 95-06-128 SAMPLE ID DUP#6 FRACTION IIIA TEST CODE 601602 NAME PIRG HALOCARIONS 1 AROKAT Date 8 Time Collected 06/28/95 Category LIQUID DETECT CAS STORET E P A M E T H O D 601 RESULT LIMIT NO. No. Chloromethane Bromomethane Vinyl Chloride Dichlorodifluoromethane chloroethane Methylene Chloride Trichloraf Luoromethane 1,1-Diehloroethene 1,1-Dichloroethane trans-1,2-Dichloroethene Chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethene Carbon tetrachloride Bromodichloromethane 1,2-Dichloropropane Trans-1,3-Dichloropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethane Dibromochluromethane 2-Chloroethylvinyl ether Bromoform 1,1,2,2 -Tetrachloroethane Totrochloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3-Dichlnrobenzene 1,2 -Dichlorobenzene EPA METHOD 602 Benzene Toluene Ethylbenzene Xylenes (Total) Methyl -t -Butyl Ether NO 1.00 74-87-3 NO 1.00 74-83.9 NO 1_00 75-01-4 NO 1.00 75-71-8 ND 1.00 75-00-3 NO 100 75-09.2 NO 1.00 75-69-4 ND 1_00 75-35-4 ND 1`00 75-34-3 NO 1.00 156-60-5 NO 1.00 67-66-3 NO 1_00 107-06-2 NO 1_00 71-55.6 No 1.00 56-23-5 NO 1_00 75-27-4 ND 1_00 78.87-5 ND 1.00 10061-02-6 NO 1_00 79.01-6 NO 1.00 10061-01-5 NO 1_00 79-00-5 No 100 124-48-1 ND 1_00 100-75-8 NO 1.00 75-25-2 ND 1_00 79-34-5 ND 1.00 127-18-4 NO 1-00 108-90-7 NO 1_00 106-46-7 NO 1_00 541-T3-1 ND 1_00 95-50-1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 NO 1_00 71-43-2 34030 1.24 1_00 108.88-3 34010 NO 1.00 100-41-4 34371 2.68 1.00 1330-20-7 1.03 1_00 1254-25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/04/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS : uo/L NO = not detected at detection limit Page 88 TOXIKON CORP. REPORT Work Order ■ 95-06-128 Received: 06/50/95 Results by SaryLe SAMPLE ID D_UP96 FRACTION 18A TEST CODE 8080 NAME PESTICIDES/PCB Date 8 Time Collected 06/28/95 Category LIQUID RESULT LIMIT RESULT LIMIT Alpha -BHC NO 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 Heptachlor No 0.010 Aroclor 1242 ND 0_25 Delta -BHC ND 0.010 Aroclor 1248 JD 0_25 Aldrin ND 0.010 Aroclor 1254 ND 0_25 Heptachlor Epoxide No 0.010 Aroclor 1260 NO 0_25 ' Endosulfan I ND 0,010 4,4' -DDE NO 0.010 Dieldrin No 0.010 Endrin NO 0.010 4,4 --DDD NO 0.010 Endosulfan II No 0.010 4,41 -DDT NO 0.010 Endrin Aldehyde No 0.010 Endosulfan Sulfate NO 0.010 Chlordane NO 0_25 Toxaphene NO 0_50 Methoxychlor NO 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 UNITS: UG/L No = not detected at detection limit I Page 89 TOXIKON CORP. REPORT York Order 095-06-128 Received. 06/30/95 Results by SaWle SAMPLE ID DUPB6 FRACTION 18A TEST CODE 8100 NAME PAN ' Date & Time CoLLected 06/28/95 Category LIQUID IPOLYNUCLEAR AROMATIC HYDROCARBONS rNOTES AND DEFINITIONS FOR THIS REPORT: DETECT CAS ANALYST......... BF RESULT LIMIT NUMBER r Naphthalene ND 10.0 91.20-3 r 1-MethylnaphthaLene ND 10.0 2 -Methylnaphthalene No 10.0 r Acenaphthylene ND 10.0 208-96-8 Acenaphthene ND 1D.0 83-32-9 Fluorene ND 10.0 86-73-7 ' Phenanthrene ND 10.0 85.01-8 Anthracene NO 10.0 120-12-7 Fluorenthene ND 10.0 206-44-0 Pyrene ND 10.0 129-00-0 r eenzo(a)anthracene ND 10.0 56.55-3 Chrysene N0. 10.0 218-01-9 Benzo(b)fluoranthene ND 10.0 205-99-2 r Benzo(k)fluoranthene ND 10.0 207-08-9 Benzo(a)pyrene ND 10.0 50-32-8 Indeno(1,2,3-cd)pyrehe ND 10.0 193.39.5 r Dibenz(a,h)anthracene ND 10.0 53.70-3 �.. Benzo(g,h,i)peryLene No 10.0 191.24-2 rNOTES AND DEFINITIONS FOR THIS REPORT: r EXTRACTED....... 06/30/95 DATE RUN........ 07/06/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... ug/L DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT r �j a I RESULT UNITS - ug/L Azinphos Methyl Page 90 TOXIKON CORP. REPORT York Order 0 95-06-128 j ND Received: 06/30/95 Results by Saipte NO 1_00 SAMPLE ID DUP" FRACTION 18A TEST CODE 814OW NAME CRG. PHOS. PEST --WATER -j ND Date & Time Collected 06/28/95 Category L17UtO RESULT UNITS - ug/L Azinphos Methyl NO 1_00 Demeton ND 1.00 Diazinon NO 1_00 Disutfoton NO 1_00 Ethion ND 1_00 Malathion NO 1.00 Parathion Ethyl ND 1.00 Parathion Methyl No 1_00 Phorate ND 1_00 Chlorpyrifos NO 1_00 Notes and Definitions for this Report: EXTRACTED: 07/03/95 DATE RUN:70 /06/95 ANALYST: KAK INSTRUMENT: HP -4 DIL. FACTOR: 1 ND = not detected at detection limit 2,4 -OB page 91 TOXIKOM CORP. REPORT York Order i 95-06-128 2,4,54 Received: 06/30/95 - Results by SaWte NO 10 W NO 1.0 - - Dalapon NO 1.0 Dicambs SAMPLE ID DUPR6 FRACTION 18A TEST CODE 8150Y NAME CHLORINATED HERB. - UATER MCPA NO 200 Date & Tine: Collected 06/28/95 Category LIa111D Notes and Definitions for this Report: RESULT LIMIT UNITS = Ug/L 2,4 -OB NO 1.0 2,4-D NO 1.0 2,4,54 ND 1_0 Silvex (2,4,5 -TP) NO 10 Dinoseb (ONBP) NO 1.0 - - Dalapon NO 1.0 Dicambs NO 1.0 Dichlorprop NO 1.0 MCPA NO 200 MCPP NO 200 Notes and Definitions for this Report: ' EXTRACTED: 07/03/95 DATE RUN: - 07/17/95 ANALYST: SR ' INSTRUMENT: DC OIL. FACTOR: 1 NO = not detected at detection limit P1 page 92 TO%IKON CORP- REPORT Work Order 0 95-06-128 Received: 06/30/95 Results by Sample SAMPLE ID METHOD BLANK - LIQUID FRACTION 19A TEST CODE 601602 NAME PURG HALOCARRONS & AROMAT Date & Tine Collected not specified Category OC DETECT CAS STORET EPA METHOD 601 RESULT LIMIT NO. NO. Chloromethane Bromomethane Vinyl Chloride DichLorodif luoromethane Chloroethane MathyLene Chloride Trichlorofluoromethane 1,1-Dichloroethene 1,1-Dichloroethane trans-1,2-Dichloroethene Chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethene Carbon tetrachloride Bromodichloromethane 1,2-Dichloropropane Trans-1,3-Dichloropropane Trichloroethene cis -1,3 -Dish Loropropene 1,1,2 -Trichloroethane Dibromachloramethane 2-ChloroethylvinyL ether Bromoform 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene EPA METHOD 602 ND 1.00 74-87-3 ND 1.00 74-83-9 NO 1.00 75-01-4 ND 1.00 75-71-8 No 1.00 75-00-3 ND 1_00 75-09-2 ND 1.00 75-69-4 No 1_00 75-35-4 ND _1.00 75-34-3 No 1_00 156-60-5 No 1.00 67-66.3 ND 1_00 107-06-2 ND 1_00 71-55-6 ND 1_00 56-23.5 ND 1,00 7547-4 ND 1_00 78-87.5 ND 1.00 10061.02.6 ND 1.00 79-01-6 ND 1_00 10061.01-5 NO 1_00 79-00-5 NO 1_00 124-48.1 NO 1.00 100-75-8 NO 1_00 75-25-2 ND 1.00 79.34-5 ND 1.00 127.18.4 ND 1.00 108-90-7 ND 1_00 106-46-7 ND 1,00 541.73-1 ND ,1.00 95-50-1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 Benzene ND 1_,00 71-43-2 34030 Toluene ND 1_00 108-88-3 34010 Ethylbenzene ND 1_00 100-41-4 34371 Xylenes (Total) ND 1_00 1330-20-7 Methyl -t -Butyl Ether NO 1.00 1254.25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -3 OIL. FACTOR: 1 UNITS : uR/L NO m not detected at detection limit I Page 93 _ TOXIKON CORP. REPORT Uork Order R 95-06-128 Received: 06/30/95 Results by Sauple SAMPLE ID METHOD BLANK - LIGUID FRACTION 19A TEST CODE 8080 NAME PESTICIDES/PCB, Date 8 Time Collected not specified Category OC ' Alpha -BHC Gemma -OHC (Lindane) Beta -BHC Heptachlor Delta -OHC Aldrin Heptachlor Epoxide ' Endosulfan I 4,4' -DDE Dieldrin ' Endrin 4,4' -DDD Endosulfan I1 4,4' -DDT ' Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT ND D.010 Aroclor 1016 ND 0.010 Aroclor 1221 ND 0.010 Aroclor 1232 NO 0.010 Aroclor 1242 NO 0.010 Aroclor 1248 NO 0.010 Aroclor 1254 ND 0.010 Aroclor 1260 ND 0.010 NO 0.010 ND 0.010 ND 0.010 ND 0.010 ND 0.010 NO 0.010 No 0.010 NO MID NO 0.25 ND 0.50 ND 0.010 Nates and Definitions for.this Report: EXTRACTED: 07/03/95 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP -2 OIL. FACTOR: 1 UNITS: UG/L NO = not detected at detection limit RESULT LIMIT NO 0.25 ND 0.25 ND 0_25 NO 0.25 ND 025 ND 0.25 NO 0_25 rz.. I Page 94 TOXIKON CORP. REPORT Work Order C 95-06-128 Received: 06/30/95 Results by Saaple SAMPLE ID METHOD BLANK - LIQUID FRACTION 19A TEST CODE 8100 NAME PAN Date 8 Time Collected not snecified Category OC POLYNUCLEAR AROMATIC HYDROCARBON8 _ DETECT CAS EXTRACTED...---. 06/30/95 RESULT LIMIT NUMBER Naphthalene NO 10.0 91-20-3 ' 1-MethyLnophthaLene ND 10.0 DILUTION........ I 2-Methylnephthalene ND 10.0 Acenaphthylene ND 10.() 208-96-8 Acenaphthene ND 10.0 83-32-9 ' FLuorene Phenanthrene NO 10.0 NO 10.0 86-73-7 85-01-8 Anthracene No 10.0 120-12-7 FLuoranthene NO 10,0 206.44-0 ' Pyrene NO 10.0 129-00-0 Senzo(a)anthrecene NO 10.0 56-55-3 Chrysene No 10.0 218-01-9 Benzo(b)fLuoranthene ND 10.0 205.99-2 1 Benzo(k)fluoranthene NO 10.0 207-08-9 eenzo(a)pyrene NO 10.0 50-32-8 Indeno(1,2,3-ed)pyrene ND 10,_0 193.39-5 Dibenz(a,h)anthracene No 10.0 53.70-3 Benzo(g,h,i)perylene ND 10,0 191-24-2 I 1 - NOTES AND DEFINITIONS FOR THIS REPORT; EXTRACTED...---. 06/30/95 DATE RUN........ 07/05/95 ANALYST......... Bf INSTRUMENT...... PE ' UNITS........... U9/L DILUTION........ I ND : NOT DETECTED AT DETECTION LIMIT I 1 I Page 95 TOXIKON CORP. REPORT Received= 06/30/95 Results by Smple Uork Order & 95-06-M SAMPLE ID MEAN % REC- LCS - LIQUID FRACTION 20A TEST CODE 601602 NAME PURO. NALOCARBONS & AROWIT Date & Time Collected rat specified Category OC DETECT CAS STORET EPA METHOD 601 RESULT LIMIT NO. NO. Chloromethane Bromomethane Vinyl Chloride Dichlorodifluoromethane chloroethane Methylene Chloride Trichlorofluoromethane 1,1-Dichloroethene 1,1-Dichloroethane trans-1,2-Dichloroethene chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethane Carbon tetrachloride Bromodich Loromethane 1,2-Dichloropropane Trans-1,3-Dichloropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethane Dibromochloromethane 2-Chloroethylvinyl ether Bromoform 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3-Dichtorobenzene 1,2 -Dichlorobenzene EPA METHOD 602 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 Benzene 97 % * 71-43-2 « 74-83-9 * * 75-01-4 « * 75-71-8 * w 75-00-3 * * 75-09.2 « * 75-69.4 115 % * 75-35-4 « * 75-34-3 * * 156-60-5 « « 67-66-3 « « 107-06-2 « * 71-55-6 « * 56-23-5 * « 75.27-4 * * 78.87-5 e « 10061.02.6 98 % * 79-01.6 * * 10061-01-5 * * 79-00-5 * « 124-48-1 « 100-75.8 « r 75-25-2 « * 79-34-5 * " 127.18-4 93 % « 108-90.7 * * 106-46-7 * * 541-73-1 « * 95-50-1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 Benzene 97 % * 71-43-2 34030 Toluene 102 % * 108-88-3 34010 EthyLbenzene * * 100-41-4 34371 Xylenes (Total) * * 1330-20-7 Methyl -t -Butyl Ether * * 1254-25-9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -3 OIL. FACTOR: 1 UNITS : % NO = not detected at detection limit CI Page 96 TOXIKON CORP. REPORT - Wrk Order M 95-06-128 I. l-J Received: 06/30/95 ResuLts 6y Sauple SAMPLE ID MEAN X REC. LCS - LIOILID FRACTION 211A TEST CODE 808(1 NAME PESTICIDES/PCB �.� Date & Time Coltected not specified Category OC RESULT LIMIT RESULT LIMIT �l Alpha-BHC 105 % Aroclor 1016 Gamna-BHC (Lindane) 107 % Aroclor 1221 * % Reta-BHC 103 % Aroclor 1232 * % Heptachlor 103 % ArocLor 1242 Delta-RHC 109 % Aroclor 1248 * % .._ Aldrin 100 % Aroclor 1254 * X Heptachlor Epoxide 12o % Arps tor 1260 * % ' Endosulfan 1 107 X 4,4,-DDE 112 % Dieldrin 103 % Endrin 117 X 4,41-DDD 94 % Endosutfen II 113 % 4,41-DDT 123 % Endrin Aldehyde 113 % Endosutfen SuLfate 116 % Chlordane * % Toxaphene * % i Methoxychlor * % ' Notes and Definitions for this Report: EXTRACTED: 07/03/95 - DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP-2 DIL. FACTOR: *1 l 1 UNITS: _% ND - not detected at detection limit i Page 97 TOXWON CORP. REPORT Work Order C 95-06-128 Received: 06/30/95 Result$ by Saaple SAMPLE ID NEAR X REC. LCS - LIQUID FRACTION 20A TEST CODE 8100 NAME PAN .� Date 8 Time Collected not specified Category QC POLYNUCLEAR AROMATIC HYDROCARBONS DETECT CAS RESULT LIMIT NUMBER Naphthalene 86 X ! 91-20-3 1-MethylnophtheLene 84 X �' 2-NethyLnephthalene 83 X ` Acenaphthylene 87 * 208-96-8 Acenaphthene 89 " 83-32-9 Fluorene 82 % ` 86-73-7 Phenanthrene 92 X * 85-01-B Ahthrocene _ 3 "' 120-12-7 Fl uoranthene 97 % ` 206-44.0 Pyrene 96 X * 129-00-0 Benzo(e)anthracene * = 56-55-3 Chrysene 89 % * 218-01-9. Benzo(b)fluorenthene * * 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 eenzo(g,h,()perylene * * 191-24-2 NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 06/07/95 DATE RUN........ 06/08/95 ANALYST......... OF {( INSTRUMENT...... PE UNITS........... % DILUTION........ 1 ND - NOT DETECTED AT DETECTION LIMIT I N Page 98 Received: 06/30/95 TOXIKOM CORP- REPORT Results by Saaple York Order S 95-06-128 SAMPLE ID RPD LCS - LIQUID FRACTION ZIA TEST CODE 601602 NAME PURG- HALOCARSONS 6 ARtMGT ` 1 Date & Time Collected not specified Category CC IJ 11 I I 1 I I H LJ r H DETECT CAS STORET EPA METHOD 601 RESULT LIMIT NO. NO. Chloromethane Bromomethane Vinyl Chloride Dichlorodifluoromethane ChLoroethane Methylene ChLoride Trichlorofluoromethane 1,1-Dichloroethene 1,1-Dichioroethane trans-1,2-Dichloroethene Chloroform 1,2-Dichlorcethane 1,1,1 -Trichloroethane Carbon tetrachloride Bromodichloromethane, 1,2-DichLoropropane Trans•1,3-Dichloropropane Trichloroethene cis-1,3-Dichloropropene 1,1,2 -Trichloroethane Dibromochloromethane 2-Chloroethylvinyl ether Bromoform 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 1,4 -Dichlorobenzene 1,3 -Dichlorobenzene 1,2 -Dichlorobenzene 'EPA METHOD 602 + * 74-87-3 « * 74-83-9 * " 75-01-4 * + 75-71.8 * * 75-00-3 * * 75.09-2 * * 75-69-4 1.7 % * 75.35-4 * * 75-34-3 * * 156-60-5 + * 67-66-3 * * 107-06-2 * ' 71.55-6 * * 56.23-5 * + 75.27.4 * * 78-87.5 * * 10061-02-6 2.0 % * 79-01.6 * * 10061-01-5 * = 79-00-5 * * 124-4B-1 * * 100-75-8 * _ 75-25-2 * * 79-34.5 * * 127.18.4 1.1 % * 108-90-7 * = 106-46-7 * * 541.73-1 * 95.50-1 34418 34413 39715 34668 34311 34423 34488 34501 34496 34556 32106 34531 34506 32102 32101 34541 34699 39180 34704 34511 32105 34576 75-25-2 34516 34475 34301 34571 34566 34536 Benzene 3.1 X * 71.43-2 34030 Toluene 2.1 % * 108-88-3 34010 Ethylbenzene - * * 100-41-4 34371 Xylenes (Total) * _* 1330.20-7 Methyl -t -Butyl Ether * " 1254.25.9 NOTES AND DEFINITIONS FOR THIS REPORT: DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: HP -3 DIL. FACTOR: 1 UNITS : % ND = not detected at detection limit Page 99 TO%IKON CORP. REPORT York Order N 95-06-128 Received: 06/30/95 Results by SaWLe SAMPLE ID RPD LCS - LIQUID FRACTION 2fA TEST CODE 8080 NAME PESTICIDES/PCN Date & Time COLlected Wt Specified Category OC Alpha -BHC Gamna -BHC (Lindane) Beta -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfan 1 4,4' -DDE Dieldrin Endrin 4,4 --DDD Endosulfan 11 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor C -I RESULT LIMIT 1.9 % Aroclor 1016 4.7 % Aroclor 1221 8.7 % Aroclor 1232 8.7 % Aroclor 1242 7.3 % Aroclor 1248 18 _ % Aroclor 1254 5.8 % Aroclor 1260 0 % 10 % 18 % 1.7 % 8.5 % 11 % 8.8 % 5.3 % 3.4 % + X Notes and Definitions for this Report: EXTRACTED: 07/D3/95 DATE RUN: 07/05/95 ANALYST: MO INSTRUMENT: HP•2 OIL. FACTOR: `1 UNITS: % ND = not detected at detection limit RESULT LIMIT 1 Page 100 TOXIKON CORP. REPORT Mork Order 8 95-06-128 Received: 06/30/95 Results by Sampte SAMPLE ID RPD LCS - LIQUID FRACTION 21A TEST CODE 8100 NAME PAH Date & Time Collected rot specified Category OC 1 1 C POLYNUCLEAR AROMATIC HYDROCARBONS NOTES AND DEFINITIONS FOR THIS REPORT: DETECT CAB ANALYST......... 1F RESULT LIMIT NUMBER 1 Naphthalene 7.0 X T * 91-20-3 1 -Methylnaphthalene 3.6 % 2 -Methylnaphthalene 3.6 X Acenaphthylene 6.9 X _ t 208.96-8 Acenaphthene 6.7 X * 83-32-9 Fluorene 9.8 X * 86-73-7 Phenanthrene 12 X * 85-01-8 Anthracene 11 120.12-7 Fluoranthene 11 X " 206-44.0 Pyrene 18 % ` 129-00-0 Benzo(a)anthrocene * * 56-55-3 Chrysene 16 % = 218-01-9 Benzo(b)fluoranthene * = 205.99-2 1 Benzo(k)fl uoranthene * * 207.08.9 Benzo(a)pyrene * ' 50-32-8 Indeno(1,2,3-cd)pyrene * ! 193-39-5 ' Dibenz(a,h)enthracene * " 53-70-3 Benzo(g,h,i)perylene * = 191-24-2 1 1 C NOTES AND DEFINITIONS FOR THIS REPORT: 1 EXTRACTED....... 06/07/95 DATE RUN........ 05/08/95 ANALYST......... 1F INSTRUMENT...... PE 1 UNITS........... % DILUTION........ t ND = NOT DETECTED AT DETECTION LIMIT 1 1 C I Page 101 l Received: 06/30/95 1♦ TOKIKOM CORP. REPORT Work order R 95-06-128 Results by SaWte SAMPLE ID METHOD BLANK - SOIL FRACTION 2211 TEST CODE 801020 NAME PURGEABLE IAL. >L ARO. SOIL IDate & Time Collected not specified Category OC ' EPA 8010 RESULT LIMIT Benzene ,- Chloromethane ND 2.00 Toluene Bronomethene ND 2.00 Ethylbenzene - Vinyl Chloride ND 2_00 Xylenes (Total) Dichlorodif Luoromethane ND 2.00 MTBE Chloroethane ND 2.00 - MethyLene Chloride ND 2.00 Trichlorofluoromethane 1,1-Dichloroethene ND No , .OD 2_„00 1,1-Dichloroethene ND 2_00 trans-1,2-Dichloroethene ND 2_00 Chloroform NO yo 1,2-Dichloroethane NO 2.OD 1,1,1 -Trichloroethane ND 2_00 Carbon tetrachloride NO 2_00 Bromodichloromethane NO 2.00 1,2-Dichloropropane NO 2_00 Trans-1,3-Dichloropropene NO 2.00 Trichloroethene ND 2_00 cis-1,3-Dichloropropene ND 2_00 1,1,2 -Trichloroethane ND 2_00 Dibronochlorc,methane ND 2.00 ' 2^Chloroethylvinyl ether ND 2.00 Bromoform NO 2.00 1,1,2,2 -Tetrachloroethane ND 2_00 Tetrachloroethene No 2.00 Chlorobenzene ND 2.00 1,4 -Dichlorobenzene NO 2_00 �r 11 1� 1,3-01chlorobenzene ND 2_00 1,2 -Dichlorobenzene NO 2.00 1 Notes and Definitions for this Report: ND = not detected at detection limit EPA 8020 DATE RUN: 07/03/95 ANALYST: MAP INSTRUMENT: NP -1 DLL. FACTOR: 1 UNITS Un/Ka RESULT LIMIT ND 2_00 ND 2.00 NO 2_00 NO 2_00 NO 2_00 H P Page 102 TOXIKDN CORP. REPORT Uork Order 0 95-06-128 Received: 06150/45 Results by SanpLe SAMPLE ID METHOD BLANK - SOIL FRACTION 221 TEST CODE 8080 NAME PESTICIDESIPCB Date & Time Collected not soccified Category DC RESULT LIMIT RESULT LIMIT NO 5_00 NO 5.00 NO 5`00 NO 5_00 NO 5.00 NO 5.00 NO 5.00 NO 0.50 Aroclor 1016 Alpha -BHC Gaame-BHC (Lindane) ND 0.50 Aroclor 1221 Bete -BHC No O.50 Aroclor 1232 Heptachlor ND. 0.50 Aroclor 1242 Delta -BHC NO 0_50 Aroclor 1248 NO 0.50 Aroclor 1254 Aldrin Heptachlor Epoxide ND 0.50 ArocLor 1260 Endosulfan 1 NO D.50 4,46 -DDE NO 0__50 Dieldrin No 0.50 Endrin NO 0_50 4,41 -DDD NO 0;50 Endasutfan 11 NO 0.50 4,4' -Doi NO 0_50 Endrin Aldehyde NO 0_50 Endosulfan SuLfate NO 0_50 Chlordane NO 5.00 Toxaphene NO 20.0 methoxychlor NO 0.50 Notes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP- DIL. FACTOR: 1 UNITS: UG/KG. NO = not detected at detection limit RESULT LIMIT NO 5_00 NO 5.00 NO 5`00 NO 5_00 NO 5.00 NO 5.00 NO 5.00 I Page 103 TOI(IKON CORP. REPORT Work Order N 95-06-128 Received: 06/30/95 Results by Scruple SAMPLE 10 METHOD BLANK —SOIL FRACTION 22A TEST CODE 8100 NAME PAM Date S Time Collected not specified Category OC I I F I1 { IJP _1 POLYNUCLEAR AROMATIC HYDROCARBONS - DETECT CAS DATE RUN........ 07/05/95 RESULT LIMIT NUMBER Naphthalene ND200 DILUTION........ 1 91-20-3 ND = NOT DETECTED AT DETECTION LIMIT 1 -Methylnaphthalene No 200 2 -Methylnaphthalene ND200 Acenaphthylene No 200 208-96-8 ... Acenaphthene ND 200 83-32-9 FLuorene NO 200 86-73-7 Phenanthrene ND 200 85-01-8 Anthracene No 200 120-12-7 FLuaranthene No 200 206-44-0 Pyrene No 200 129-00-0 Benzo(a)anthratene NO 200 56-55-3 Chrysene NO 200 218-01-9 L senzo(b)fluoranthene Benzo(Ofluoranthene No No 200 200 205-99.2 207-08-9 Benzo(a)pyrene No 200 50-32-8 Indeno(1,2,3-cd)pyrene No 200 193.39-5 Dibenz(a,h)anthracene No 200 53-70-3 Benzo(g,h,i)perylene No 200 191-24-2 I I F I1 { IJP _1 NOTES AND DEFINITIONS FOR THIS REPORT. EXTRACTED....... 06/30/95 DATE RUN........ 07/05/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... uo/Ka DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT I I F I1 { IJP _1 I Page 104 TOXIKON CORP. REPORT Work Order f 95-06-128 ' Received: 06/30/95 Results by Sanpte SAMPLE 10 rr*Y % REC. LCS - SOIL FRAC71ON 23A TEST CODE 801020 NAME PURCEABLE HAL. & ARO. SOIL Date & Time Collected not specified Category OC NO = not detected at detection limit EPA 8020 DATE RUN: 06/26/95 ANALYST: MAP INSTRUMENT: HP -1 DIL. FACTOR: *1 UNITS % RESULT LIMIT 102 % 101 X * w M * * * EpA 8010 RESULT LIMIT Benzene Chloromethane * * Toluene Brom methane * * Ethylbenzene Vinyl Chloride * * Xylenes (Total) Dichlorodifluoromethane * "* MTBE �. Chloroethane .. Methylene chloride " Trichlorofluoromethane * _- 1,1-Dichloroethem 85 % " - 1,1-Oichloroethane trans-l,2-Dich Loroethene Chloroform 1,2-Dichloroethane 1,1,1 -Trichloroethane Carbon tetrachloride * A Bromodichloromethene 1,2-Dichloropropane * ` Trans-1,3-Dichlaropropane Trich Loroethene 95 % cis-1,3-Dichloropropene 1,1,2-TrichLoroethane Dibrom chloromethane " 2-ChLoroethylvinyl ether * " Bromoform * �` 1,1,2,2 -Tetrachloroethane " Tetrachloroethene " Chlorobenzene 96 X 1,4 -Dichlorobenzene —` 1,3 -Dichlorobenzene " 1,2 -Dichlorobenzene " Notes. and Definitions for this Report: NO = not detected at detection limit EPA 8020 DATE RUN: 06/26/95 ANALYST: MAP INSTRUMENT: HP -1 DIL. FACTOR: *1 UNITS % RESULT LIMIT 102 % 101 X * w M * * * I 11 1 1 page 105 TOXIKON CORP- REPORT Mork Order 8 15-06-128 Received: 06/30M Results by Sawle SAMPLE ID MEAN % BEC- LCS - SOIL FRACTION 23A - TEST CODE BOND NAME PESTICIDES/PCR Date & Time Collected net specified Category CC Alpha -BHC Gamma-6HC (Lindane) Beta -BHC Heptachlor Delta -BHC Aldrin Heptachlor Epoxide Endosulfen I 4,41 -DDE Dieldrin Endrin 4,4' -DDD Endosulfan 11 4,41 -DDT Endrin Aldehyde Erdosulfan Sulfate Chlordane Toxaphene Methoxychlor RESULT LIMIT 100 X Aroctor 1016 106 % Aroclor 1221 107 % Aroclor 1232 107 % Arm Lor 1242 110 % Aroclor 1248 118 % Aroclor 1254 86 X Aroclor 1260 100 100 % 111 % 104 % 92 % 116 % 116 % 123 107 % * x Notes and Definitions for this Report: EXTRACTED: 07/07/95 DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: *1 UNITS: Y_ NO = not detected at detection Limit RESULT LIMIT I 1 1 1 1 1 1 No Page 106 TOXIKOK CORP. REPORT Work Order N 95-06-128 / Received- 06/30/95 Results by Seaple l SAMPLE ID MEAN % RFC- LCS - SOIL FRACTION 23A TEST CODE 8100 NAME PAN Date & Time Collected not specified Category GC POLYNUCLEAR AROMATIC HYDROCARBONS. NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 06/30/95 DATE RUN........ 07/03/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... % DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT DETECT CAS RESULT LIMIT NUMBER Naphthatene 91. 91-20-3 1 -Methylnaphthalene 90 % 2 -Methylnaphthalene 88 % Acenaphthylene 88 X " 208-96-8 Acenaphthene 89 X ' 83.32.9 Fluorene 90 X * 86-73-7 Phenanthrene 85 % 85-01.8 Anthracene 90 X * 120-12-7 FLuorenthene 1D3 % - 206-44-0 Pyrene 92 X _ - 129-00-0 Benzo(a)anthracene * * 56-55-3 Chrysene 101 % * 218.01.9 Benzo(b)f Luoranthene * * 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 NOTES AND DEFINITIONS FOR THIS REPORT: EXTRACTED....... 06/30/95 DATE RUN........ 07/03/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... % DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT TOXIKON CORP. REPORT York order N 95-06-128 Page 107 Received: 06/30/95 Resutts by Sample FRACTION 24A TEST CODE 801020 NAME PURGEABLE NAL t AND. SOIL l SAMPLE ID RPD LCS - SOIL Date & Time Collected not specified Category OC !1 EPA 8010 EPA 0020 RESULT LIMIT RESULT LIMIT ., Benzene 7.8 % w * Toluene 7.9 % Chloromethane * w �. erwmmiethene * * Ethylbenxene ` Vinyl Chloride * * Xylenes (Total) w. Dichlorodifluoromethane • _" MTBE * chloroethane ` Methylene Chloride Trichlorofluoromethane ` 1,1-Dichloroethene 9.4 1,1-Dichloroethane trans-1,2-Dichloroethene Chloroform *- 1,2-Dichloroethane ` 1,1,1 -Trichloroethene * ` Carbon tetrachloride * ` Bro dichloromethane ` 1,2-Dichloroprbpane " Trans-1,3-Dichlaropropane Trichloroethene 7.4 % .+� cis-1,3-Dichloropropene * w 1,1,2-Trichlorcethane Dibremochleromethane 2-Chloroethylvinyt ether " Bromoform 1,1,2,2 -Tetrachloroethane Tetrachloroethene Chlorobenzene 7.3 X 1,4 -Dichlorobenzene ` 1,3 -Dichlorobenzene ' 1,2 -Dichlorobenzene Notes and Definitions for this Report: DATE RUN: 06/26Z95 (--j ANALYST: MAP 1I )} INSTRUMENT: HP -1 DIL. FACTOR: *1 UNITS �% �.� ND = not detected of detection limit I �I I 11 Page 106 TOXIKON CORP. REPORT Mork Order N 95-06-128 Received: 06/30/95 ResUtts by Sawte SAMPLE ID RPD LCS - SOIL FRACTION 24A TEST CODE OW NAME PESTICIDES7PCB Date & Time Collected not specified Category QC _ Alphe-BHC Gomaa-BHC (Lindane) Beta -BHC Heptachlor Detta-BHC Aldrin Heptachler Epoxide Endosulfen I 4,41 -DDE Dieldrin Endrin 4,41 -DDD Endosulfan II 4,4' -DDT Endrin Aldehyde Endosulfan Sulfate Chlordane Toxaphene Methoxychlor J RESULT LIMIT 9.0 % Aroclor 1016 7.5 % Aroclor 1221 7.4 % Aroclor 1232 7.4 % Aroclor 1242 8.1 X Aroclor 1248 13 % Aroclor 1254 13 % Aroclor 1260 8.0 % 6.0 % 9.0 % 7.7 % 8.7 % 9.4 % 9.4 % 7.3 % 13 % * X * X Notes and Definitions for this Report: EXTRACTED: 071071.95 DATE RUN: 07/07/95 ANALYST: MO INSTRUMENT: HP -2 DIL. FACTOR: *1 UNITS: �% ND = not detected at detection limit RESULT LIMIT I page 109 TOXIKON CORP. REPORT York Order * 95-06-128 Received: 06/30/95 Results by Saaple r SAMPLE ID RPD LCS - SOIL FRACTION 28A TEST CODE 8100 NAME PAN 1.1 Date & Time Collected not specified Category OC I POLYNUCLEAR AROMATIC HYDROCARBONS NOTES AND DEFINITIONS FOR THIS REPORT; EXTRACTED....... 06/30/95 DATE RUN........ 07/03/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... X DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT Ge' DETECT CAS RESULT LIMIT NUMBER Naphthalene 1.1 % " 91-20-3 1 -Methylnaphthalene 0.0 X ! 2 -Methylnaphthalene 3.4 X "` Acenaphthylene 4.5 % • 208.96.8 Acenaphthene 2.2 X * 83-32-9 Fluorena 1.1 X = 86-73-7 Phenanthrene 2.4 % * 85-01.8 Anthracene 0.0 X ! 120-12-7 Fluoranthene 9.7 % ! 206-44-0 Pyrene 5.4 X * 129.00-0 eenzo(a)anthracene * = 56-55-3 Chrysene 17 X 218.01-9 eenzo(b)fluoranthene * * 205-99-2 Benzo(k)fl uoranthene * * 207-08-9 Benzo(a)pyrene * * 50-32-8 Indeno(1,2,3-cd)pyrene * = 193-39-5 Dibenz(a,h)anthrocene * * 53-70-3 eenzo(g,h,i)perylene * !` 191-24.2 NOTES AND DEFINITIONS FOR THIS REPORT; EXTRACTED....... 06/30/95 DATE RUN........ 07/03/95 ANALYST......... BF INSTRUMENT...... PE UNITS........... X DILUTION........ 1 ND = NOT DETECTED AT DETECTION LIMIT Ge' I 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 I 1 Methods. SW 846, Third Edition TEST CODE 814OW NAME ORD. PHOS. PEST--UIITER l EPA METHOD: 8140, Organophosphorous Pesticides REFERENCE: Test Methods for Evaluating Solid Waste, PhysicaL/Chemical Methods. SW 846, Third Edition L� TEST CODE 81505 NAME CHLORINATED HERB. -SOIL EPA METHOD: 8150 Chlorinated Herbicides REFERENCE: Test Methods For Evaluating Solid Waste, Physical/Chemical. SW 846, Third Edition. Work Order ■ 95-06-128 Page 110 TOXIKON CORP. REPORT Received: 06130/95 Test Methodology TEST CODE 601602 NAME PURG. HALOCARBOHS & AROMAT EPA METHOD: 601/602 Volatile Halocartwns & aromatic ConpoUnds 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 pI1RGEABLE HAL. 8 ARO. SOIL EPA Method : 8010 & 8020 Reference: Test Methods for Evaluating Solid Waste: Physical/Chemical Methods. EPA SW -B46 (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) Noveat:er 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 I 1 Methods. SW 846, Third Edition TEST CODE 814OW NAME ORD. PHOS. PEST--UIITER l EPA METHOD: 8140, Organophosphorous Pesticides REFERENCE: Test Methods for Evaluating Solid Waste, PhysicaL/Chemical Methods. SW 846, Third Edition L� TEST CODE 81505 NAME CHLORINATED HERB. -SOIL EPA METHOD: 8150 Chlorinated Herbicides REFERENCE: Test Methods For Evaluating Solid Waste, Physical/Chemical. SW 846, Third Edition. Work Order ■ 95-06-128 1 Page 111 Received: 06/30/95 r I 0 TO%IKON CORP. REPORT Work Order # 95-06-128 Test Methodology 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. N � 4 O a Il Z f. c LU -� F oN O Q Q 4 Z :ZyT� m o Zj-a�caZ ca W D0IvS}y„ ti qA LU LU W O Q0 ¢ V•.�� III jlj �' ' ` ` . /,, i�- /� 7`� NU n. > e`er w O F F O w p: F O w 7E �/ Tip `� T' �- iC y }r' •,_/ w 0 n. ,` -. ^� rS .3 V fin' cy > w > LU `;•� (ti� 0. w Fu S w w w � w A. (Y) R p J n4 ii tv v V� a d a Z rd rs rlbi m Q u za F- a a F- 12 w Q o a d n r1 ••i r 3 n/ m o F- of of m L0 i1' , i Q w a v h �•' N V) k' •. i til r-- 3 1— �-� 3 r- '� z z �`l �`< c. Z U U D a/ * �.�: c✓ w K> \`l 1 w Ul aEp�' .Q o j o o - -' C, k W; N o Z Y V O K O 2 0 Q_ Ir � � O Z � o _3m U¢ n aan. .. x* ? ml ¢ O\ g H APPENDIX D 9 U 11 Cl APPENDIX D SOUTH FLORIDA WATER MANAGEMENT DISTRICT PRELIMINARY RISK ASSESSMENT REPORT QUESTIONNAIRE L 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 1, 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 DESCRIPTIONIUSE 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 fI 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 C� 001-029. The southeastern -most portion of Tract 001-027 borders directly on the northern shoreline of Lake Trafford. The southwestem-most corner of Tract 001-029 borders directly on the f( north-northeast shoreline of Lake Trafford. 11 Cl L� H. BODIES OF WATER ON PROPERTY U The proposed acquisition area has some low-lying marsh areas that are filled with water during periods of high rainfall. Additionally, a network of drainagelimgation canals dissects the farmed 14 areas, most notably in Tracts 001-027 and 001-007. I. BUILDING STRUCTURES ON PROPERTY Building structures are located within Tracts 001-026, 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 1 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. 11, 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. 1 B. TYPES OF PERIMETER PROTECTION M1 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 I, G.). Marshy areas and canal systems dissecting the proposed acquisition area also serve as natural barriers where present in proximity to perimeter boundaries. C. TYPES OF WARNING SIGNS (SPECIFIC LANGUAGEILOCATION) ' A warning/no trespassing sign is posted at the locked gate located at the eastern perimeter boundary. No other warninglno 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. F-1 N Cl III. RISK ANALYSIS A. ANY OPENIOBVIOUS 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 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); 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). 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 HIDDENIOBSTRUCTED 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 II 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 001-007 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? 1 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 l the site assessment. CI C IV. ADDITIONAL INFORMATION Ll A. IS PROPERTY OR ANY OF THE ADJACENT PROPERTIES, ON A FEDERAL, STATE, OR j LOCAL LIST OF HAZARDOUS WASTE SITES? No. I B. ARE THERE GROUNDWATER WELLS ON PROPERTY? IF YES, IDENTIFY LOCATION Waterwells 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- PM filled aboveground storage tanks were observed in several locations across the proposed acquisition area. These pumps are used for drainagelirrigation 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 ECOLOGICALAREA? 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. H 9 Cq l '1 1I 1 1 1 APPENDIX E u r 11 Department of FloRtn.-`` 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 AK, Ms. Sharon Latz 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, 07t�xI Don L. Hargrove, Engineer Oil & Gas Section 1 /dh ' ha .hr P1 'Protect, Conserve and Manage Hondo's Environment and Notural Resources - ClNinted on rctydM papa. N AURES ' ASSOCIATES RECORD OF COMMUNICATION ' Project Name: Location: e r. V� f Communications with: YX4 . — r— of:n t Fax: ( ) Location:a .Zr., Coxa Phone: (946 330— Z3(,--Z- Communication 3[,-ZCommunication via: (,)o Telephone Conversation ( ) Discussions During Site Inspection ( ) Office Visitation 1 Meeting at ( ) Other Recorded by:�7 x Q� of at: (time) M • 00 on (date) 517 / IS - Project SProject Number: .30 - o2 (F Subject: ---- - ` QA e oma. w fBi e, 0'a Summary of Communication /N`e hd-4 /J-o� qJ' e ,--tL-V Follow up Required: When, With and by Whom: —_ / k f § \ \ / ^ m® ® « a « >} �.f\.. > a«*7 ` \ 9 \.\ D \ k LLI k %ftEl�! CO jk|$k ° wRNm , k / ) .. K u L] fl ��\ §\m( \T ): ® \3 \r \ / u !(s) «+ :© 4°z -j � \nk \ \ w / \\ \®/\ o =d«z== < IL0-a-»5z � \�§ )�§ ,.}.., \ �.f\.. > \ 9 \.\ D k LLI k %ftEl�! CO jk|$k ° wRNm K u L] fl ��\ \ \�§ )�§ ,.}.., �.f\.. 9 (§ k)§} ��\ \ \T ): ® \3 ! o \ \� u !(s) «+ THIS PAGE INTENTIONALLY LEFT BLANK PHASE I ENVIRONMENTAL SITE ASSESSMENT PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA PREPARED FOR: Coil�er Co-ti.-v,.ty Conservation Collier Land Acquisition Program 3301 East Tamiami Trail, Building W Naples, Florida 34112 PREPARED BY: AC, Environmental Consulting 6 Technology, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers, Florida 33916 (239) 277-0003 Fax: (239) 277-1211 08-0384/0100 MAY 2008 1.0 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 R..ch AAI -Phase I ESA Page 1 c%T 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 1 ESA 0 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 Pepper Ranch AAI -Phase 1 ESA Page iii 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 1 ESA Page iii 9.0 OPINION ................ ........................................................................................................... 33 10.0 CONCLUSIONS...............................................................................................................33 11.0 DEVIATIONSIDATA GAPS ............--- ........................................................................34 12.0 ADDITIONAL SERVICES..............................................................................................35 13.0 REFERENCES..................................................................................................................26 14.0 SIGNATURES) OF ENVIRONMENTAL PROFESSIONAL(S)...................................27 FIGURES I 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 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 is 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 1/11 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 0� Pepper Ranch AAI -Phase I ESA Page I ( 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 I/II 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 e: No site address Property h: 6665 Pepper Road Property is 6315 Pepper Road Property 1: 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. 2 Pepper Ranch AAI -Phase I ESA 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 "PEC" 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 mininds 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 information 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. a) Pepper R.n.h AM-PLa.I ESA Page3 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. Page 4 Pepper Ranch AAI -Phase 1 ESA 0 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 e: 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. Pepper Ranch AA6Phaac I ESA Page 5 Property a: Parcel No, 00052360002 Property b: Parcel No, 00052440003 Property e: Parcel No. 00042000002 Property d: Parcel No. 00052960004 Property e: Parcel No. 00052640007 Property f: Parcel No. 00052680009 Property Q: Parcel No. 00054040003 Property h: Parcel No. 00053920001 Property is 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 Page 6 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 Peppe, R.ndi AAI -Phase 1 ESA O 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 southwestem 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. ® PePPer Ranch AAI -Phase 1 ESA 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 AA4Phme 1 ESA 9p AurT 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. Ream'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 AM -Phase 1 HSA gage 9 CP 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 1/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 confirmed 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 1/1I 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 fi-om 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 (ltg/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 1/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 Nppc, Rm6 AAI-Ph..I USA 9 Ee Well ID Groundwater Soil Analytical Analytical Results Results (mg/kg) (mgt) Well No. I (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 tluee 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 µg/L to 3.66 µg/L), and MTBE (1.03 µg/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 UH 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. Pepper Ranch AAI -Phase 1 ESA Page 11 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) Page 12 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 Pepper Ranch AAFPh.se [ ESA 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. EPAINational 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. �s Pepper Ranch AAI -Phare I ESA Page 13 Auer 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) 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 A I -Phase I FSA 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 -mite 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) I1-9-89 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 /a/0 6'x25' impacted Area covered with area around well clean fill. head. YA Popper Ranch AAIPb..I ESA Page 15 cMVIMW 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 6l2/? 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 ( Table 2. Well 1170 Section 33, Township 465, Range 28E Amount Amount Date of Substance Oil/SW Recovered Area Impacted Corrective Action Spill Spilled Oil/SW (bbls) (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/'/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 Rm6 AAJ-Phan I USA 5-25-99 Crude oil 13.3/0 0/0 9-20-00 Crude Oil 0.5/0 0.36/0 6-8-05 SW 0/2.6 0/0 12-30-05 Crude Oil 2/0 0/0 SW = Saltwater; bbls = barrels 1800 ft2 was Excavated 40 cubic yards covered with and removed from site. /z" of crude oil on limerock pad. 40'x10' area on Oil limerock was not limerock pad. excavated. Covered with clean limerock. 34'x11' area Repaired faulty equipment sprayed with SW. 45'x12' area Approximately 8 cubic yards sprayed with were excavated and crude oil on stockpiled onsite. limerock pad. 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 /s 0 35'x35' Excavated 10 cubic yards. impacted on Stockpile remained onsite. limerock pad within dike area. 11-14-99 SW Trace/70 0150+ 1700 sq It area SW vacuumed up and (— +%z" to 3" removed from site. deep of SW) within diked limerock pad. Pe,,er Ranch AAI -Phase I ESA Page 17 c1CT 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/a" 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. 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 hnmokalee, 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 a 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 nortli-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 comer 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 is 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 Rauch AAI -Phase I ESA Page 19 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 Rauch AAI -Pease I ESA 0 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 Sanbom 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 comer of the property. Lake Trafford is the dominant feature to the south, bordering a portion of the southeastern comer 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 R.h AAI -Phase I MA Page 21 9 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 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 banns. 6.2.2 Past Use(s) of the Property Page 22 The subject property has historically been utilized for agricultural purposes including farming of small vegetables and improved pasture which initiated prior to 1952. Pepper Rauch AAI -Phase 1 ESA ) AUVT 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 Formation, 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 surfrcial aquifer system, contains sandy and biogenic limestone with variable induration and cement types. It is very £ossiliferous (echinoids, corals, bryozoans, mollusks and Pepper Ranch AAI -Phase I ESA Page D foraminifers) 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); Pepper Ranch AAI -Phase I ESA 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 -fall 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 Y4 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 Heam 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 R.h AAI -Phase I ESA Page 25 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 PePPuR ch AAI -Phase Is5A 0 Auer 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 Eamh AAI -Phase I ESA Page 27 9 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/H 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 Page 28 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 Pepper Rauch AAI-Ph.s. I ESA M 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, .an Ptpp=, R n�h AAr-Prase r ESA Page 29 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 Page 30 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 Pepper Ranch AAI -Phase [ ESA 311 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: Pepper am h AAT -Phase I ESA Page a • Do you know of any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or fiotn 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. Heam 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 Page32 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 IM 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 pg/L to 216 µg/L) and arsenic (0.092 mg/L to 11 mg/L). The current CTLs for toxaphene is 3 gg/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 UH 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 Pepper Ranch AAI-Phn. I ESA H 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 IM 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 UII 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 aOrep„ er Ranch AAS -Phase I ESA Page 33 `� 0 150,000 Ing/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 Ievels 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 IM 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 UH 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 465, Range 28E in Immokalee, Collier County, Florida. Any exceptions to, or deletions from, this practice are described in Section I1 of this report. A phase H 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: Pepper Ranch AAI -Phase I BSA 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 searched did not identify the subject site, negligible with regard to identifying RECs 12.0 ADDITIONAL SERVICES of Florida. Given that all other databases the impact of this deviation is considered The following additional services were not provided as part of the scope for conducting this phase I ESA: Radon assessment; Lead-based paint; Lead in drinking water; Wetlands; Regulated compliance; Cultural and historic resources; Industrial hygiene; Pepper Ranch AAI -Phase I GSA 0 Health and safety; Ecological resources; Endangered species; Indoor air quality; Asbestos; Biological agents; and Mold. Page 35 13.0 REFERENCES FirstSearch Technology Corporation Environmental Database Report, Pepper Ranch, Immokalee, Florida, 34142. April 16, 2008. FirstSearch. 2008. Sanborn Map Report, Pepper Ranch, hnmokalee, 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 Wester Collier County, Florida, Technical Publication #86-11 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 AM-Phm I ESA d 14.0 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: Jennifer Hubbard, CFEA Senior Associate Scientist Report Reviewed and Approved By: L. Duane Dungan, P.G. Principal Geologist ftp, Ranch Aar -Phase r ESA Page 37 FIGURES O40 0 0 U T_ K —u - m 9 OmvC mmDD m n 13777_` I ,. ,: 11 , .. 11,1 Ii1,�,l11111't111° IM D Z -I n p 5 0 , <y 2 r 1 11'i Irllr Oil 1 'If 1 a, 1 1( i+ {. 1 1 I^/r O =� ,°��dl' ,iI' 1" I"1 i„•tll,, ti 11111111'111 f't11., 110+"fit, Y eF t.1i i`� ri.l li+ ''it r, 4.14t1�1i11 y,1;f X1.1 r 1+'°•`i;iC-., ,11i''r,','1 ifi;r. {�,I 1,1,1 I•lf; 11,'M, 1' D� mit TN JJ m hilt if Yf111! ih'„ !, X1111 'I 1�1, i111'� f1111 ', ff/ l ff'11 f'I'r Yf11111'I ;! n1'f 1' ief1111� 1 V t a1 II III 1; t1 I'I. 1 1 11111 f1I1t X11. f }l t, Y Ilv fr! O JJ n C D ii'I 1"'.1n I 1.11 �,,f 1, X11 1 1 I ", i ,1 l � 111 1 f 11 " i Ilf 1. , d11(�HI . , I liil�rl', II+1111 G. .1 ,° rl iirl,a,I' I 1l Z T O� I , 1 I I I 1 ,1,. l d l f� 11. ,11i 1�%' I ,VI: t' I.'1 ,11u 1',':'1'1"I ,' I' +:pp°11 J' III , (, 1 !, i°. r 1 1 1 I 1 I J 1 1 r i l I? I !'..1111'"'1�. •rlf'1.11'11^j1'11r+1 f 11YIII,, 1- f 11 j t -rl ]7 i'�pti� ,1art+ 111 /. 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CA ,�,F G t t Tt 5,k�' , ., r Yi • - { 00 { f1Y 41, r I t T♦MJ' V Q 1� f g 3�+'A^� 9*' V.jj��wmT'y[v, 1, t r r t%n yr i Pw da g . 1 � 7 i py 10 ®I A� ioQ k Z p 1 APPENDIX A FirstSearch Database Search Report I`'rlF,�f��. vPOUrcl Technology Corporadoln) Enver rolralonrentad FirstSea rehThl ] eporC IMMOKALEE FL 34142 Job Number: 0803840100 PREPARED FOR: Environmental Consulting and Technology 4100 Center Pointe Drive Fort Myers FL 33916 04-16-08 EIIVILV PIICA FIRS eti Tel: (407) 265-8900 Fax: (407) 265-8904 Enviromenlal FirslSeareh is aregistered trademark of Fir stSearch'rechnology Corporation. All rights reserved I[ Environmental FirstSearch Search Summary Report Target Site: IMMOI{ALEE FL 34142 FirstSearch Summar Database Set 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 Statearibal VCP Y NA 0.50 0 0 0 0 - 0 0 Statefrribal 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 FirsfSearch Technology Corp.'s databases. All EPA NPI, and state landfill sites am depicted by rectangle approximating their location and sin. 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 FirsfSearch Technology Corp. uses its best efforts to research the actual location of each site, FirstScamh 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. N Environmental FirstSearch Site Information Report Request Date: 04-16-08 Requestor Name: ect/jhubbard/vm Standard: AAI Search Type: Job Number: Target Site: IMMOKALEE FL 34142 Demographics AREA 4.05 sq mile(s) 0803840100 Sites: 16 Non-Geocoded: 15 Population: NA Radon: NA Site Location Decrees (Decimal) Decrees (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 5r Dist/Dir Sel Requested? Date Sanborns No Aerial Photographs No Historical Topos No City Directories No Title Searcl-dEnv Liens No Municipal Reports No Online Topos No J Environmental FirstSearch Sites Summary Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 TOTAL: 16 GEOCODED: 1 NON GEOCODED: is SELECTED: 2 Map ID DB Type Site Name/ID/Status Address Dist/Dir Page No. ERNS SUNNILAND PIPELINE CO. NON GC 3 H8498/UNKNOWN IMMOKALEE PL 34142 UST PACIFIC TOMATO GROWERS 10800 CR 846 NON GC 4 269808836/OPEN IMMOKAI,EE FL 34142 RCRAGN HENDRY CORRECTIONAL INSTITUTION 12551 WAINWRIGHT DR NON GC 5 FLR000061986NGN 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 119808596/ABANDONED 1MMOKALEE 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 -AVB MARIA 4811 AVE MARIA BLVD NON GC 11 119807822/OPEN AVE MARIA FL 34142 1 UST SHAW ENVIRONMENTAL and INFRASTRUCT6400 PEPPER RD 0.00.-- 1 1 1 98 0720 5 /CLOSED IMMOKALEE FL 34142 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 l 19804928/OPEN iMMOKALEE FL 34142 ERNS PENN TANKLINES INC GARGULI , FARMS CITY RD 858 NON GC 14 550115/11IGHWAY RELATED IMMOKALEE FL 34142 UST MA COM 1-75 E X609 I-75 REST AREA MILE MARKER NON GC 1S 119806265/OPEN IMMOKALEE FL 34142 ERNS SUNNILAND PIPELINE INC. OFF OF FRUIT FLY ROAD (DIRT NON GC 16 173771/PIPELINE RELATED 1MMOKALEE FL 34142 ERNS JACK M, BERRY, INC. P.O. BOX 459 HWY 806 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 29N NON GC 19 119101880/OPEN IMMOKALEE FL 34142 NO Environmental Firsdearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 1 DISUDIR: 0.00-- MAP ID: 1 NAME: SHAW ENVIRONMENTAL and INFRASTRUCTURE ADDRESS: 6400 PEPPER RD IMMOKALEE FL 34142 COLLIER CONTACT: DAVID RAMINEH SITE INFOMWATION TOTAL NUMBER OF TANKS: FACILITY TYPE: DEP CO: TANK INFORMATION TANK ID: TVI: INSTALLED: TK STAT: CAPACITY(GAL): CONTENT: PLACE: TYPE: 2 C -FUEL USER/NON-RETAIL N 1 STATUS: TANK DEP CO: 01 -MAR -2005 STAT DATE U - IN SERVICE 10000 D - VEHICULAR DIESEL ABOVEGROUND C - FUEL USER/NON-RETAIL TANK to: 2 STATUS: TVI: TANK DEP CO: INSTALLED: 01 -MAR -2005 STAT DATE: TIC 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 I 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 REV: 1/3/09 IDI: 119807205 I1)2: 9807205.00 STA FUS: CLOSED PHONE: (305) 818-2621 TANK To: DESCRIPTION: 1 A - AS V, NO SOIL CON I ACT 1 B - STF.EI./GALVANIZED METAL 1 P - INTERNAL PIPE/1NTF.RNAL SUMP RISER 2 A- ABV, NO SOIL CONTACT 2 B - STEEIGALVANIZED ME FAL 2 P - INTERNAL PIPE./INTERNAL. SUMP RISER OPEN N 01 -MAR -2005 OPEN N 01 -MAR -2005 - Continued on nextpage - C U Site Details Page - 1 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOICAI,EE FL 34142 SEARCH ID: 1 UST DIST/DIR: 0.00-- MAP ID: NAME: SHAW ENVIRONMENTAL and INFRASTRUCTURE REV: 1/3/08 ADDRESS: 6400 PEPPER RD IDI; 119807205 2 TMMOKALEE FL 34142 ID2: 9807205.00 COLLIER STATUS: CLOSED CONTACT: DAVID RAMINEH PHONE: (305) 818-2621 MONITORING INFORMATION TANK ID: DESCRIPTION: I 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 Site Details Page - 2 Cq0 Environmental Firsdearch Site Detail Report Target Property: IMMOKALEE FL 34142 SEARCH H): 5 NAME: SUNNILAND PIPELINE CO.. ADDRESS: IMMOKALEE FL 34142 COLLIER CONTACT: CERCLIS (Y/N); JOB: 0803840100 ERNS DIST/DIR: NON GC MAP ED: REV: IDI: 118498 ID2: STATUS: UNKNOWN PHONE: 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: N Site Details Page - 3 Environmental FirstSearch Site Detail Report Target Property: IMMOI{ALEE FL 34142 JOB: 0803840100 UST SEARCH ID: 13 DISTIDIR: NON GC MAP ID: NAME: PACIFIC TOMATO GROWERS REV: 1/3/08 ADDRESS: 10800 CR 846 FDI: 269808836 IMMOKALFE FL 34142 I132: 9808836.00 HENDRY STATUS: OPEN CONTACT: DAVE BACEK PHONE: (813) 722-3291 TOTAL NUMBER OF TANKS: FACILITY TYPE: DEP CO: TANK ID: TVI: INSTALLED TK STAT: CAPACITY(GAL) CONTENT: PLACE: TYPE: TANK ID: TVI: INSTALLED: TIC STAT: CAPACITY(GAL): CONTENT: PLACE: TYPE: I Z PIPING INFORMATION 2 M - AGRICULTURAL N 1 TANK 01 -JAN -2007 U- IN SERVICE 15000 D - VEHICULAR DIESEL ABOVEGROUND M - AGRICULTURAL 2 TANK 01 -JAN -2007 U - IN SERVICE 5000 B - UNLEADED GAS ABOVEGROUND M - AGRICULTURAL C - STEEL C -STEEL STATUS: DEP CO: STAT DATE: STATUS: DEP CO: STAT DATE: TANK ID: DESCRIPTION: I A - ABV, NO SOIL CONTACT 2 A - ABV, NO SOIL CONTACT MONITORING INFORMATION TANK ID: DESCRIPTION: I F - MONITOR DBL WALL TANK SPACE 2 F- MONITOR DBL WALL TANK SPACE OPEN N 01 -JAN -2007 OPEN N 01 -JAN -2007 Site Details Page -4 Environmental Firsdearch Site Detail Report Target Property: JOB: 0803840100 IMMOIfALEE FL 34142 RCRAGN SEARCH ID: 2 DIST/DIR: NON GC MAP ID: NAME: HENDRY CORRECTIONAL INSTITUTION REV: 11/09/03 ADDRESS: 12551 WAINWRIGHT DR IDI: FLR000061986 31 -JAN -00 IMMOKALEE FL 34142 ID2: AGENCY: COLLIER STATUS: VON 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 AGENCY: S - STATE DATE: 31 -OCT -00 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 CFR 279.22(C)(1) RESOLVED: 31 -OCT -00 TYPE: UOS VIOLATION NUMBER: 0002 RESPONSIBLE: S - STATE DETERMINED: 16 -DEC -99 DETERMINED BY: S - STA'T'E CITATION: ES.376.302 RESOLVED: 31 -OC' -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: I6 -DEC -99 DETERMINED BY: S - STATE CITATION: FAC 62-737.300(5) RESOLVED: 31 -OCT -00 TYPE: GOR - GENERATOR O'T'HER REQU IREMENTS ® Site Details Page - 5 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 UST SEARCH ID: 12 DIST/DIR: NON GC MAP ID: TYPE: D - BULK PRODUCT FACILITY/INLAND DEP CO: N NAME: MY OIL INC TANK REV: 11/6/01 ADDRESS: 211 E MARKET RD ABOVEGROUND IDI: 119804153 IMMOKAT EE FL 34142 01 -AUG -2001 ID2: 980415100 COLLIER 01 -AUG -2001 STATUS: OPEN CONTACT: MARIA YZAGUIRRE OPEN PHONE: 941-657-3276 DEP CO: N 'I'VE TANK SITE INFORMATION 12000 PLACE: ABOVEGROUND TOTAL NUMBER OF TANKS: 2 INSTALLED: 01 -AUG -2001 FACILITY TYPE: D - BULK PRODUCT FACILITY/INLAND STAT DATE: DEP CO: N OWNER INFORMATION RPID: 52144 NAME: MY OIL INC PO BOX 330 IMMOKALEE FL 34142 TANK INFORMATION TANK H): I 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 'I'VE TANK CAPACITY (GAL): 12000 PLACE: ABOVEGROUND CONTENT: D- VEHICULAR DIESEL INSTALLED: 01 -AUG -2001 TK SPAT: U - IN SERVICE STAT DATE: 01 -AUG -2001 Site Details Page - 6 0 Environmental Firsdearch Site Detail Report Target Property: IMMOKALEE FL 34142 JOB: 0803840100 UST SEARCH ID: 16 DIST/DIR: NON GC MAP ID: NAME: WESTCHESTER GROUP -TRI CAMPBELL FARMS REV: 1/3/08 ADDRESS: 28405 IMMOKALP•,E RD IDI: 119808596 STAT DATE: IMMOKALEE FL 34142 ID2: 9808596.00 CAPACITY(GAL): COLLIER STATUS: ABANDONED CONTACT: MURRY WISE, JOANNA MAR'L'IN OR JOE BUBON PHONE: (217) 352-6000 SITE INFORMATION TOTAL NUMBER OF TANKS: 1 FACILITY TYPE: M -AGRICULTURAL DEP CO: N TANK INFORMATIO TANK ID: 1 STATUS: TVI: TANK DEP CO: INSTALLED: 01-JUL-1992 STAT DATE: TK STAT: F - UNMAINTAINED CAPACITY(GAL): 8000 CONTENT: Y- UNKNOWN/NOT REPORTED PLACE: ABOVEGROUND TYPE: M - AGRICULTURAL I C - STEEL PIPING INFORMATION TANK ID: DESCRIPTION: I A - ABV, NO SOIL CONTACT I B -S"I EELIGALVANIZED METAL I I - SUCTION PIPING SYSTEM MONITORING INFORMATION TANKID: DESCRIPTION: 1 Q - VISUAL INSPECTION OF ASTS ABANDONED N 01 -OCT -2006 Site Details Page - 7 Environmental FirstSearch Site Detail Report Target Property: IMMOKALEE FL 34142 SEARCH ID: 15 UST DISUDIR: NON GC NAME,: SOUTH FL WATER MGMT DISTR-C-43 RESERV E ADDRESS: 4605 CONGEN DR ID2: LA BELLE FL 33920 STATUS: HENDRY CONTACT: JEFFREYASMITH TOTAL NUMBER OF TANKS: FACILITY TYPE: DEP CO: 6 G- STATE GOVERNMENT N JOB: 0803840100 MAP ID: REV: 1/3/08 HH: 269046354 ID2: 9046354.00 STATUS: OPEN PHONE: (561)682-2516 TANK INFORMATION 8106 STATUS: OPEN TANK ID: 8105 STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01 -JAN -1996 STAT DATE: 01 -JAN -1996 TK STAT: U - IN SERVICE PLACE: ABOVEGROUND 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 CONTENT: CAPACITY(GAL): 1000 PLACE: ABOVEGROUND CONTENT: 0 - NEW/LUBE OIL PLACE: ABOVEGROUND TYPE: G- STATE GOVERNMENT TANK ID: TVI: INSTALLED TIC STAT: CAPACITY(GAL): CONTENT: PLACE: TYPE: DI STATUS: TANK DEP CO: 01 -MAR -1990 STAT DATE U - IN SERVICE 15000 D - VEHICULAR DIESEL ABOVEGROUND G- STATE GOVERNMENT OPEN N 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 Environmental FirstSearch Site Detail Report Target Property: IMMOKALEE EL 34142 JOB: 0803840100 UST SEARCH ED: 15 DIST/DIR: NON GC MAP ID: NAME: SOUTH FL WATER MGMT DISTR-C-43 RESERV E REV: 1/3/08 ADDRESS: 4605 CONGEN DR IDI: 269046354 LA BELLE FL 33920 ID2: 9046354.00 HENDRY STATUS: OPEN CONTACT: JEFTREY A SMITH PHONE: (561) 692-2516 TYPE: G- SPATE GOVERNMENT TANK ID: PWI STATUS: OPEN TVI: TANK DEP CO: N INSTALLED: 01 -MAR -1990 STAT DATE: TK STAT: U - IN SERVICE A - BALL CHECK VALVE CAPACITY(GAL); 15000 D2 CONTENT: B - UNLEADED GAS A -BALL CHECK VALVE PLACE: ABOVEGROUND PWI TYPE: G- STATE: GOVERNMENT A - BALL CHECK VALVE TANK ID: SP2 STATUS: OPEN TVI; TANK DEP CO: N INSTALLED: 01 -MAR -1990. STAT DATE: TK STAT: U- IN SERVICE A - BALL CHECK VALVE CAPACITY(GAL): 10000 D2 CONTENT: O - NEW/LUBE OIL A -BALL CHECK VALVE PLACE: ABOVEGROUND PWI TYPE: G- STATE GOVERNMENT A - BALL CHECK VALVE 8105 C - STEEL 8106 C - STEEL D I A - BALI- CHECK VALVE DI E-F03ERGLASS D1 K -AST CONTAINMENT D2 A - BALL CHECK VALVE D2 E - FIBERGLASS D2 K - AST CONTAINMENT PWI A -BALL CHECK VALVE P W 1 E - FIBERGLASS PWI K - AST CONTAINMENT SP2 A - BALL CHECK VALVE SP2 E - FIBERGLASS SP2 K - AST CONTAINMENT PIPING INFORMATION TANK 1D: DESCRIPTION: 8105 B - STEELIGALVANIZED METAL 8106 B - STEELIGALVANIZED METAL Dl A - ABV, NO SOIL CONTACT D2 A- ABV, NO SOI. CONTACT PWI A- ABV, NO SOIL CONTACT SP2 A - ARV, NO SOIL. CONTACT 11 MONITORING INFORMATION Continued on next page - 9 Site Details Page - 9 Environmental Firsdearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 SEARCH ID: 15 UST NON GC NAME: SOUTH FL WATER MGMT DISTR-C-43 RESERV E REV: ADDRESS: 4605 CONGEN DR HH: LA DELLE FL 33920 1:1)2: HENDRY STATUS: CONTACT: JEFFREY A SMITH PHONE: TANKID: DESCRIPTION: 8105 L - AUTOMATIC TANK GAUGING - USTS 8105 X - NONE 8106 L - AUTOMATIC TANK GAUGING - USTS 8106 X - NONE Dl 1- NOT REQUIRED D2 1- NOT REQUIRED PW I I - NOT REQUIRED SP2 I - NOT REQUIRED 617 1/3/08 269046354 9046354.00 OPEN (561)682-2516 Site Details Page - 10 Environmental Firsdearch 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 IDL• 119807822 STAT DATE: AVE MARIA FL 34142 1D2: 9807822.00 CAPACITY(GAL): COLLIER STATUS: OPEN CONTACT: JEFFREY R PORTER PHONE: (561) 820-8415 SITE INFORMATION TOTAL. NUMBER OF TANKS: I FACILITY TYPE: C - FUEL USER/NON-RETAIL DEP CO: N TANK INFORMATION TANK ID: 1 STATUS: TVI; TANK DEP CO: INSTALLED: 01 -DEC -2005 STAT DATE: TK STAT: U -IN SERVICE CAPACITY(GAL): 12000 CONTENT: D - VEHICULAR DIESEL PLACE: ABOVEGROUND TYPE: C - FUEL USER/NON-RETAIL C - STEEL 1 I - DOUBLE WALL. 1 K - AST CONTAINMENT PIPING INFORMATION TANK ID: DESCRIPTION: I A - ABV, NO SOIL CONTACT I B - STEEUGALVANIZED METAL I I - SUCTION PIPING SYSTEM MONITORING INFORMATION TANK ID: DESCRIPTION: 1 F -MONITOR DBL WALL TANK: SPACE I Q - VISUAL INSPECTION OF ASTS OPEN N 01 -DEC -2005 Site Details Page - 11 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOICALEE FL 34142 Site Details Page - 12 ERNS SEARCH ID: 7 DIST/DIR: NON GC MAP ID: NAME: UNKNOWN REV: ADDRESS: CORNER OF STATE ROAD 846 and STOCKADE ROAD IDI: 104173 IMMOKALEE FL 34142 ID2: COLLIER STATUS: UNKNOWN CONTACT: PHONE: CERCLIS (Y/N): MAT: CARTIRES 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 I ACRE AREA; TIRES ARE ON FIRE CAUSE: UNKNOWN ACT: IMMOKALEE,NAPLES and SEVERAL LOCAL FD S O/S WITH BULLDOZERS;TRYING BY: Site Details Page - 12 Environmental FirstSearcl2 Site Detail Report Target Property: IMMOICALEE FL 34142 JOB: 9803840100 UST SEARCH ID: 10 DIST/DIR: NON GC MAP ID: NAME: ALICO CORKSCREW GROVE STATION 2 ADDRESS: CR 850 and HW Y 80 IMMOKALEE FL 34142 COLLIER CONTACT: LINDA ANDERS SITE INFORMATION TOTAL NUMBER OF TANKS: 1 FACILITY TYPE: M - AGRICULTURAL DEP CO: N TANKINFORMATION TANK ID: C3 STATUS: TVI: TANK DEP CO: INSTALLED: OPEN STATDA'1'E: 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 TANK ID: DESCRIPTION: C3 X - NO PIPING ASSOCIATED WITANK TANK Ill: DESCRIPTION: C3 Q - VISUAL INSPECTION OF ASTS REV: 1/3/08 IDI: 119804928 ID2: 9804928.00 STATUS: OPEN PHONE: (863)673-1396 OPEN N 02-JUL-2002 ® Site Details Page -13 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 ERNS SEARCH ID: 4 DIST/DIR: NON GC MAP ID: NAME: PENN TANKLONES INC REV: 8/13/97 ADDRESS: GAROULIO FARMS CITY RD 858 13MI SOUTH OF AMMOKALEE IDI: 550115 IMMOKALEE FL 34142 ID2: STATUS: HIGHWAY RELATED CONTACT: PHONE: SPILL INFORMATION DUMPING: NO EQUITMENTFAILURE: NO DATE OF SPILL: 8/13/97 TIME OF SPILL: 1030 PRODUCT RELEASED (1): OIL: DETSEL CONTRACTOR (CLIFF BERRY) DISPATCHED AND ON SCENE RELEASE DETECTION: QUANTITY (1): 60 MISC. NOTES: CALLER HAD NO OTHER INFORMATION UNITS (1): GAL 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 CAUSE OF RELEASE DUMPING: NO EQUITMENTFAILURE: 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 S [DE 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 TANKLWES INC ADDRESS: 653 SWEDESFORD. ROAD MALVERN PA 19355 Site Details Page - 14 CJS Environmental Firsdearch Site Detail Report Target Property: IMMOICALEE FL 34142 JOB: 0803840100 UST SEARCH ID: 11 DISUDIR: NON GC MAP Ill: NAME: MA COM 1-75 E X609 ADDRESS: 1-75 REST AREA MILE MARKER 63.3 INSTALLED: IMMOKALEE FL 34142 TK STAT: COLLIER CONTACT: BILL LEMMON SITE INFORMATION TOTAL. NUMBER OF TANKS: 1 FACILITY TYPE: C - FUEL USER/NON-RETAIL DEP CO: N TANK INFORMATION TANKID: X609 STATUS: TVI: TANK DEP CO: INSTALLED: 01 -AUG -2002 STAT DATE: TK STAT: U - IN SERVICE CAPACITY(GAL): 622 CONTENT: G - FMERG 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 TANK ID: DESCRIPTION: X609 X - NO PIPING ASSOCIATED W/TANK TANK ID: DESCRIPTION: X609 F - MONITOR DBL WALL TANK SPACE X609 Q - VISUAL INSPECTION OF ASTS REV: 1/3/08 IDI: 119806265 ID2: 9506265.00 STATUS: OPEN PHONE: (407) 581-3785 OPEN N 01 -AUG -2002 I ® Site Details Page - 15 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOI{ALEE 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' F'LY ROAD (DIRT ROAD) IDI: 173771 PRODUCT RELEASED (1): 1MMOKALEE PL 34142 ID2: TRANSP. ACCIDENT: NO QUANTITY (1): 2 STA'T'US: PIPELINE RELATED CONTACT: BBL PHONE: SPILL INFORMATION DISCHARGER to: DUMPING: DATE OF SPILL: 7/29/90 TIME OF SPILL: 1100 PRODUCT RELEASED (1): OIL: CRUDE NO TRANSP. ACCIDENT: NO 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 DISCHARGER to: 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 BETAKEN. RELEASE DETECTION: 6 INCH PIPELINE/ DUE TO A PINHOLE LEAK CAUSED BY INTERNAL CORROSION. MISC. NOTES: WILL NOTIFY DER AND DNR. DISCHARGER INFORMATION DISCHARGER to: 173771 DUN and BRADSTREET TYPE OF DISCHARGER: PRIVATE ENTERPRISE NAME OF DISCHARGER: SUNNILAND PIPELINE INC. ADDRESS: PO BOY 21087 FORT LAUDERDALE FL 33335 Site Details Page -16 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 1:1NO 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 IDI: 326858 TIME OF SPILL: LABELLE FL 34142 ID2: DIESEL FUEL: HENDRY STATUS: CONTACT: 100 PHONE: SPILL INFORMATION DUMPING: NO EQUIPMENT FAILURE: YES DATE OF SPILL: NO OPERATOR ERROR: NO TIME OF SPILL: 0000 PRODUCT RELEASED (1): DIESEL FUEL: MARINE SPILL CONTAINED, QUANTITY (1): 100 MISC. NOTES: UNITS (1): GAL DISCHARGER ID: 326858 DUN and BRADSTREET PRODUCT RELEASED (2): PRIVATE ENTERPRISE NAME OF DISCHARGER: JACK M. BERRY, INC. QUANTITY (2): P.O. BOX 459 HWY 80 6 MILES W LA BELLE FL 33935 - UNITS (2): PRODUCF RELEASED (3): QUANTITY (3): UNITS (3): MEDIUM/NIEDIA AFFECTED 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 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOICALEE FL 34142 Site Details Page -18 CAO ERNS SEARCH ID: 8 DIST/DIR: NON GC MAP ID: NAME: REV: ADDRESS: SECTION 1 I, T 49S, R 34E IDI: 118483 IMMOKALEE FL 34142 ID2: COLLIER STATUS: UNKNOWN CONTACT: PHONE: CERCLIS (Y/N): 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 LPIF. 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 CAO Environmental FirstSeareh Site Detail Report Target Property: IMMOICALEE FL 34142 SEARCH ID: 9 NAME: SILVER STRAND GROVE -NORTH ADDRESS: STATE I I W Y 29 N CLEANUP WORK STATUS: IMMOKALEE FL 34142 LEAD AGENCY: COLLIER CONTACT: B RELATED PARTY SPILLS DISUDIR: NON GC 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: 119101880 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: 119101880 CLEANUP WORK STATUS: COMPLETED LEAD AGENCY: DST SUBSTANCE DISCHARGED: D AMOUNT DISCHARGED: SCORE: SCORE DATE: INFORMATION SOURCE: D JOB: 0803840100 REV: 1/2/03 IDI: 119101880 ID2: 9101880 STATUS: OPEN PHONE: MAP ID: - Continued on nextpage - Site Details Page -19 Environmental FirstSearch Site Detail Report Target Property: JOB: 0803840100 IMMOKALEE FL 34142 SEARCH ID: 9 NAME: SILVER STRAND GROVE -NORTH ADDRESS: SIAM HWY 29N IMMOKALEE FL 34142 COLLIER CONTACT: 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 SPILLS DIST/DIR: NON GC MAP ID: REV: 1/2/03 IDI: 119101880 ID2: 9101880 STATUS: OPEN PHONE: RA TASK ID NUMBER: 41493 CLEANUP RESP: ORDER COMPLETION: FREE PROD REMOVAL: Y ACTUAL COMPLETION PAYMENT DATE: TREATMENT: ACTUAL COST: RA COMPLETION DATE: 5/16/1991 PAYMENT DATE: TASKIDNUMBER: 62424 CLEANUP RESP: ACTUAL COST: SR ALTERNATE PROCEDURE STATUS DATE: YEARS TO COMP: SRC SR ALTERNATE PROCEDURE COMMENT: ACTION TYPE: SRCR SUBMIT DATE: REVIEW DATE: ISSUE DATE: COMMENT: REVIEWED BY TOM CONRARDY SA ID NUMBER: 41492 CLEANUP RESP: COMPLETION DATE: PAYMENT DATE: ACTUAL COST: C9R ID NUMBER: 41491 CLEANUP RESP: ORAL DATE: WRITTEN DATE: FREE PROD REMOVAL: Y SOIL REMOVAL: TONNAGE REMOVED: 516 TREATMENT: OTHER TREATMENT: INCINERATION COMPLETION DATE: 5/16/1991 PAYMENT DATE: COST: SR ALTERNA'T'E PROCEDURE RECEIVED DATE; SR ALTERNATE PROCEDURE STATUS DATE: SR COMPLETION STATUS: SR ALTERNATE PROCEDURE COMMENT: 0 1/31/1996 4/3/1996 RP RP 3/12/1991 Y Site Details Page - 20 CA Environmental FirstSeareh 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 Super-fimd 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 O - 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, stoners, and disposers of hazardous waste are required to provide information about their activities to state environmental agencies. These agencies, in tum 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 connective actions. RCRA TSD: EPA RESOURCE CONSERVATION AND RECOVERY INFORMATION SYSTEM t� TREATMENT, STORAGE, and DISPOSAL FACILITIES. - 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, stoners, 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 SON - Small Quantity Generators VON — 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. ERNS: EPAINRC 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: DOIBIA 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 DERIDEP/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 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, thelower the Rank value, the greater the priority for remedial action from the state. State/Tribal LUST: FDEP LEAKING UNDERGROUND STORAGE TANKS LIST - database of Cq 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 TCR 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. N 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 send -annually Tribal Lands: D011B1A United States Department of the Interior Updated annually State/Tribal Sites: FL DER/DEP/EPA Florida Department of Environmental Protection, Bureau of Waste Cleanup Updated quarterly 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 RADON: NTLS 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 19888 ProQuest Other internally produced datasets Updated quarterly Environmental FirstSearch Street Name Report for Streets within .25 Mile(s) of Target Property Target Property: County Road 890 Lemon Tree Dr Pepper Rd Tippins Ter Trafford Oaks Rd IMMOKALEE FL 34142 Dist/Dir 0.01 SE 0.01 NE 0.00-- 0.25 SE 0.00 -- Street Name JOB: 0803840100 Dist/Dir F RST 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 Sanborng 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. N Environmental FirstSearch 1 Mile Radius from Area ASTM Map: NPL, RCRACOR, STATE Sites , IMMOKALEE FL 34142 way Spume: 2005 U.S. Census TIGER Files AreaPolygon..................................................................................................... O r' Identified Site, Multiple Sites, Receptor ................. ......................................... ■ 'L, DELNPL,Brownfield, Solid Waste Landfill(SWL), Hazardous Waste ,alland............................................................................................................ Railroads.... ............ ...._......._............... _................... ........................................ —. 0 piiS'u v 0 Environmental FirstSearch .5 Mile Radius from Area ASTM Map: CERCLIS, RCRATSD, LUST, SWL , IMMOKALEE FL 34142 Spume: 2005 U.S. Census 7/CER Files AreaPolyg.._..........._...................................................................................... Q Idcmificd Site, Multiple Sites, Receptor.......................................................... NPL, DELNPL,Brownfield, Solid Wasm Laadfill(SWL), Huardmrs Waste Triballaad.................................. ......... .............. ................................................... Railroads........................................................................................................... 0 73 1 0 Environmental FirstSearch .25 Mile Radius from Area ASTM Map: RCRAGEN, ERNS, UST , IMMOKALEE FL 34142 eo. FIR IWJ Source: 2005 US. Census TIGER Files AreaPolyVn......................................................... Identified Site, Multiple Sites, Receptor .............. '„ DELNPL, Brownfield,. Solid Waste Landfill (SNL), Hazardous Waste Railroads CAO 0 Environmental FirstSearch .25 Mile Radius from Area Non -ASTM Map: No Sites Found , IMMOKALEE FL 34142 FIR Source: 1005 US. Census TIGER Files AreaPolygon..................................................................................................... O Identified Site, Multiple Sites, Receptor.......................................................... NPL, DELNPL, Brownfield, Solid Waste Landfill (SWL), Hanrdous Waste Tnb.Band............................................................................................................ National Historic Sites and Landmark Sites, ...................................................... M O Rail,oads..._.._.._............................ .........................._................_..._............. — APPENDIX B Site Photographs CAO View of 500 -gallon diesel AST located next to the cattle pen. SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 Environmental Coneulgng a Technology, Inc. Source: ECT, 2008 PO c i i View of tank battery (well 1201-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 FWironmenlelConsulting aTechnology, Inc. Source: ECT, 2008 IF View of pump jack and base (well 1201-A). r J P a rFr y" wtpp View of Waukesha pump engine (well 1201-A) SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 Environmental Conaulgng 6 Technology, Inc. Source: ECT, 2008 _ a 4 1 L� J View of stained soil and stressed vegetation at well 1170. A Yf ,ry o p _ 1 View of pooled motor oil at well 1170. SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 Envlro mental Consulting 6 Technology, Inc. Source: ECT, 2008 View of demulsifier tank at well 1170. SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 Source: ECT. 2008 A W, Environmental Consulting & Technology, Inc. MvIr-Mim saw S 1 - Y r, i ♦: Fav `� '_ r� � t View of crude oil impacted area along the pipe runs at well 1199-A 'af :n 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 Environmental Consulting & Technology, Inc. Source: ECT, 2008 View of stressed vegetation next to the pump jack at well 1199-A. SITE PHOTOGRAPHS PEPPER RANCH (LAKE TRAFFORD RANCH, LLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA 34142 Environmental Consulting a Technology, Inc. Source: ECT, 2008 0 APPENDIX C Qualifications of Environmental Professionals L. DUANE DUNGAN, P.G. CPG • Principal Scientist ZV Gp arvdo x en al Co. &&V&Ted aMgy, hx. CMOCUMtTDSAND SMINGSVPNMFSRGREISSWGU DOCUMRNrS%t WESOD GAN.DOC-050708 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 h dro eolo tc versity, 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. P site containing DNAPL using both direct push and conventional drilling at a Professionalonal Geologist, Illinois,. former dry-cleaning site in Foil 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, &entucky, 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 fust 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. Afrliations Project Manager, National Linen Service—Managed assessment, remedia- American Association of Petroleum tion, and monitoring of site contaminated with dry-cleaning solvents and Geologists chemicals; directed emergency response activities for fuel spill; and assessed American Institute of Professional underground storage tank contamination. Facilities were located in Lee and Geologists Highlands Counties, Florida. Lafayette Geological Society (Life Project Geologist, Mayport Naval Station—Bioremediation of former pesti- Member) tide 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- 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. lamination 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. ZV Gp arvdo x en al Co. &&V&Ted aMgy, hx. CMOCUMtTDSAND SMINGSVPNMFSRGREISSWGU DOCUMRNrS%t WESOD GAN.DOC-050708 • L. DUANE DUNGAN, P. G. CPG low Page 2 Project Manager, Confidential Client—Assessed an illegal landfill on newly acquired property in Fort Myers, Florida. Project Manager, Coral Rocky 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 PressProvided 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 Clieuts—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, FDEPDiscovered 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. �V evka l leanamV&kd b9Y W. C.�QCUIvQNSS AND SMNGSVENNIFER GREISS1NGWY DOCLM S�S)DDNGAN.DOC-050708 �q JENNIFER S. HUBBARD • ow Senior Associate Scientist I c-� AM I rnvirunmemal eons Wg & T.Chnobgy, I.. QVOCUIvIGHis 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 ClientsConducted numerous Phase I and Phase II Quality Assurance, Soil and environmentalsite assessments and transactionalaudits 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, hrc. 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. c-� AM I rnvirunmemal eons Wg & T.Chnobgy, I.. QVOCUIvIGHis APPENDIX D Interview Documentation G INTERVIEW DOCUMENTATION Mr. Gene Hearn Property Owner Lake Trafford Ranch (Pepper Ranch) Mr. Paul Attwood FDEP Pcpper Ranch AAI -Phase I ESA Page. D-1 GP &USA 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 . R. Myers . Hilton Head . Orlando . Savannah . Tampa . West Palm Beach N TABLE OF CONTENTS INTRODUCTION................................................................... SITE DESCRIPTION AND HISTORY 1 1 SITE ASSESSMENT AND DELINEATION ACTIVITIES.................................................... 2 1.0 CATTLE DIPPING VAT................................................................................................. 2 1.1 Soil Assessment..........................................................................................................2 6 1.1.1 Soil Sampling......................................................................................................................2 6 1.1.2 Soil Analytical Results........................................................................................................2 7 1.2 Groundwater Assessment............................................................................................ 4 1.2.1 Monitoring Well.................................................................................................................4 1.2.2 Groundwater Quality Field Parameters..............................................................................4 3.1 1.2.3 Groundwater Analytical Results.........................................................................................4 3.1.1 1.2.4 Remedial Options...............................................................................................................5 3.1.2 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 93- Petroleum.....................................................................................................12 3.4.2 Oil Well #l, #2 and 93- Chlorides....................................................................................12 4.0 CONCLUSIONS AND RECOMMENDATIONS........................................................13 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, l3, S,1' 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 6 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 61V COUFX17:Ii.1�C1 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 UII 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 EG 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 27te and 301h and July 1", 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. 1.0 CATTLE DIPPING VAT 1.1 Soil Assessment 1.1.1 Soil Sanmlin On June 30, 2008, HSA collected a total of forty-four (44) soil samples from twenty-one (21) locations (CP -I 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: 110 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 I 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 gg/Kg at 1 foot bls, CP -1-2 is 7,600 gg/Kg at 2 feet bls, and CP -1-3 is 192,000 gg/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 gg/Kg, CP -4-1 is 1,690i gg/Kg, CP -8-1 is 3,840 gg/Kg, CP -8-2 is 14,100 gg/Kg, CP -12-1 is 12,900 pg/Kg, CP -13-1 is 38,900 gg/Kg, CP -13-2 is 13,800 gg/Kg, CP -14-1 is 92,900 gg/Kg, CP -14-2 is 6,480 gg/Kg, CP -15-1 is 7,610 gg/Kg, CP -16-2 is 2,740 gg/Kg, CP -17-1 is 13,700 gg/Kg, CP -17-2 is 11,900 gg/Kg, CP -18-1 is 1,440 gg/Kg, CP - 18 -2 is 23,200 gg/Kg, CP -21-1 is 4,050 gg/Kg, and CP -21-2 is 10,700 gg/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 gg/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 gg/Kg at 1 -foot bls and CP -1-3 is 28,200 gg/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. Hexachlorocylelohexane (BHC) - a, h, b, y One soil sample exceeded the SCTL of 100 gg/Kg for alpha-hexachlorocylelohexane (a -BHC). The a -BHC concentration and sample depth for soil sample of CP -1-3 is 159i gg/Kg at 3 -feet bls. A total of four soil samples exceeded the SCTL of 500 gg/Kg for beta -hexachlorocyclohexane (13 -BHC). The 8-1311C concentration and sample depth for soil sample CP -1-1 is 1,180 gg/Kg at 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 Monitorino 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 Orality 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 GroundWateYAnalyticalResults 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 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 Renzedial 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 Dinning Vat Soil Classification Estimated Tonnage Excavation and Trucking Landfill Disposal Engineering / Laboratory Fees Estimated 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 CP 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 VaporAnalvzer (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 Cq 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-methyhiaphthalene 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 findings 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 A 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 thrix 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 27`h, 2008, HSA collected soil samples SS -14 through SS -19 at specific areas of concern identified within the Oil Well 41 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 G C9 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 27t1, 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. CAS 9 3.2.2 GroundwaterSaniplineResults 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 43 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 findings for these soil samples are presented in Table 4. 10 Cq0 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 Hvdrocarbon 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 Cll-C22 Aliphatics exceeded the TRPH Fraction SCTL for Leachability of 1,000 mg/Kg. The remaining samples were below the SCTLs. 3.3.4 Water Table Swvev 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 Outions 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 %t 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 H 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, 13, 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 0 — 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, in, p -Xylene, o -Xylene, and Naphthalene above the SCTL for Ac� 13 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 -I 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 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;� 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 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 Roxanne Gause P.E. Environmental Project Manager 15 1;W z- Richard Lewis, Ph.D., P.E. Principal Engineer TABLES G 0 °ay E '_°. m e r W JH �b � N ryry a a � JH�a � "> ^>>>>>a> as>a»aaaooaaao �aoaao ao>c o0 000 0» o mommmmc_ c v o dp i ay>a"a aaaaa aaaa aaa pam U .26 Corvry aaE u'u u'uuuu°iuu�'L Z vu'u4iiZi�ii4i�`u ii2ci U U u u u u 5v u' E Q u u ' u u u' u ag o x 0n � Y wok � JH o„� JH v�y a n " ' e d u �u 'M s - � °ay E '_°. m e r W JH �b � N ryry a a � JH�a � "> ^>>>>>a> as>a»aaaooaaao �aoaao ao>c o0 000 0» o mommmmc_ c v o dp i ay>a"a aaaaa aaaa aaa pam U .26 Corvry aaE u'u u'uuuu°iuu�'L Z vu'u4iiZi�ii4i�`u ii2ci U U u u u u 5v u' E Q u u ' u u u' u �a 0 a` N 41 m O vi a� a� ��a rGy M b '�•-1 m � O p W u0. • V e rn a ^" o I -i d � d 7. Q�a] �NGa• JqQ v Y+y ~ � aO O O N m 4T 06 O N TyJa 7 um m m u Z U 44 UI E .a TABLE 4 Pepper Ranch Phase H Oil Wells - Soil Analytical Results HSA Project Number: 75-28302 Sample Notes: Sample Date- June 27, 2007 sc,rL- Soil Cleanup Target Levels The full list ofanalytes are included in die full lab report attached no die appendix mg(Kg- milligrams per kilogram NA - Not analyzed MDL- Mellon] Detection Limit U (MDL) - Indicates the analyte was not detected above the method detection limit i - Indicates that the reported value is between die laboratory detection limit and the practical quanliradon limit Bald values exceed SCTL - Chapter 62-777 FAC, Sail and Groundwater Cleanup'1'argel Levels (April, 2005) 0 SS -1 69.0 1 U (0.00040) U (0.00050) U (0.00030) U (0.025) U (0.030) U (0.032) 1 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) Oil Well SS -9 SS -10 3,330 U (0.00040) U (0.00050) U(0.00030) U (0.459) U (0.547) U (0.597) U(0.461) 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) Sail Cleanup Target Levels Residential Commercial Leachbability 460 1,500 130 200 210 2,600 55 2,700 9,200 700 1,800 2,100 33,000 300 I 340 0.6 0.2 3.1 8.5 160 1.2 Notes: Sample Date- June 27, 2007 sc,rL- Soil Cleanup Target Levels The full list ofanalytes are included in die full lab report attached no die appendix mg(Kg- milligrams per kilogram NA - Not analyzed MDL- Mellon] Detection Limit U (MDL) - Indicates the analyte was not detected above the method detection limit i - Indicates that the reported value is between die laboratory detection limit and the practical quanliradon limit Bald values exceed SCTL - Chapter 62-777 FAC, Sail and Groundwater Cleanup'1'argel Levels (April, 2005) 0 Y %J J�Yar� lli �..1 .-• S r o ,n e 4. N �1 O O O O O N O o N a O O O O O O O O O O N O O O O O O O O m � T R a M d F, 00Yp D C F YAl C m m n o O v U E lg 5 o 0 0 0 a v o e v v � 0 0 0 0 0 0 00 0 0 00 0 01, a 00 0 0 0 0 0 o O O O o 0 O O O O 0 O 04d a 41,4J h .D h .D h h .7 h P o 6 O cs O ] � � O W w � n v � r 5 F P In O 5 O O O O O O O 6 O O A 0�6 Y %J J�Yar� lli S 4. N a a 4 4 4 a� X10 iO N O O O O O O O O m � T R a M d F, 00Yp D C F C m m n O v U E lg 5 v F 3 v a v v v v v 1 O m O O O O O O O O 01, a o n 1 O O O b O O O O O O 04d a N .D h .D h .D h h .7 h P o 6 O cs O ] � a q o f0 h iD h 00 T e? 3 3 3 3 3 3 3 3 O O O O N a v S 4. N a d m � R a d F, D C F C m m n O v U E lg 5 a F 3 G t 9 o n m o o 'o P m N m a � � O W w � v � r 5 F P 5 a m D 0�6 TABLE6 Pepper Ranch Phase H Oil Wells - Petroleum Hydrocarbon Fractions Analytical Results ASA Project Number: 75-28302 PARAMETER 41 \qa Ptofi �p4� Pto� bP\4 'b Sample Q¢G G'bC� Geo G�ti Gtiry Q Location I.D. Units U G� S,q Gq� G�ti GHGq Oil Well #3 1 SS -5 I mgiKg 3,320 1 0.0091 0.08 0.0051 4.401 14.01 4.70i I Oil Well#2 SS -9 I mg/Kgl 3,330 l 0.006i 10.036 10.003i I 380 I 150 I 12.Oi SS -12 I mg/Kgl 1,010 l 0.0061 10.025 10.003i 14.301 I 39.0 I 1.901 Oil Well#1 I SS -16 Img/Kgl 15,900 l 0.006i 10.035 10.003i 11200 I 840 I 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 140,00( 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) 0 FIGURF5 C',Q ,c_ GLW 1 11520 R9YAL PAW Sa SLATE 260. FORT YYERS, FL 33919 TEL (239) 936-0789 I Figure 1 JI , p 1 S L ' H E N D R Y F —• — ALL ]Ifr _ , .............. ..... .. .. ... .............� _.. _ F L 0 R I D A -- f. - _ -ALL Subject Property- ,�,...':. 20 I F31m aka l ................ ......-. Irnmoka ee_ _ —....,1.. _ —. - ... , .._ ...—.._ ...—.. -,1. _ ...—.. .,1.. _ ... —.._ ..._.. _ ...— - — ... _ 846 AL .. _ Atm .. _... _ _ .. _ -"�t7.. r'GFrn7.. If, - '— - Ale. -,uta — � — - -'vE LII: _ .._ — .. _ ... 3I% _ .. _S1L_ _ ... — .. ':i1: _ — .. _ ... — _. � _ - ': Ir" 68 - — t .. _ ... _ .,'`- .. _ _.. _ � .. _ ... C)i NA41EQ,andljO.Telef.HaS.,Ine ... .;,: _ .. ... _ .. — ... .,i;. _ .. .. — ... .. — . ... SIGNED: JOB b: ::- - SHEET nTLE SMB 75-28302 Pepper Ranch 6315 Pepper Road AWN: I'[, DATE: 07/03/2008 T HSA SiteVicinity Map SMB Immokalee, Collier County, Floridarrvrn. GLW 1 11520 R9YAL PAW Sa SLATE 260. FORT YYERS, FL 33919 TEL (239) 936-0789 I Figure 1 � 31 1 Oil Well 1-11 i- P 1• 9 Oil "'ell 42 Oil c1[ 4 I b � y a 00 } �O ri • z zo 0� a Y N 2J m DESIGNED: JOB #: 75-28302 ( Pepper Ranch SMB PopperHSA Site Location 6315 Pepper Road DRAWN: SMB DATE: 07/03/2008 Map Ilmmokalee, Collier County, Florida CHECKED: CAD q: ENGINEI NTI T GLW 1529 ROY& P" S0. 991E 280, FORT RYERS. R N919 TEL(239)936- Figure z 01 ' r Cattle Pen a � w .yr � J�tr•ir''ril�.7,d�� . ��'. A i�> baa ' 4 -,,,day '• �� , � I r r'- ;, ,. 4 _.d l:Y-21f; •y CP -19 CP,15 w • 'Y. 4 �CP-18 _ F • te", CP -10 • 1. � r 19. lil � i��t1 _.d l:Y-21f; •y CP -19 CP,15 w • 'Y. 4 �CP-18 _ F • te", CP -10 • 1. � r .f .- - LEGEND R i m Groundwater Sample Locations -07/01/2008 II Q Soil Sample Locations - Y 06/30/2000108 • F R �r 0 15 30 SCALE: 1-=30' DESIGNED: JOB #: SHEET nnE Pepper Ranch SMB 75-28302 cattle Pen HSA 6315 Pepper Road DRAWN: DATE:ME 07/03/2008 Groundwater SMB and Soil Samp Immokalee. Collier County, Florida Locations CHECKED: CAD ENGINEE .� CLW 1520 ROY& P" SO. SWTE 260, FORT MYERS, A. 3211119 Ta: (239) 9.76-0789 Figure 3 -•d0w a k -14r a o 30 � SCALE: P = 30' Pepper Ranch 6315 Pepper Road Immokalee, Collier County, Florida Cattle Pen Arsenic ` (4.9) .t.... f =..�, Notes: Legend 1. Arsenic Residential SCTL = 2.1 mg/Kg O Sample Location 2. Samples that exceed SCTL am indicated In Bold Red CP -2 Sample ID 3. CP -1 samples were collected at 1 fool increments (l 1) Analytical Result -6' bis starting at 1' down to 4' (4.2) Analytical Result- 18" his 4. Samples were collected 6/30/08; 5. Samples reported in mg/Kg (Milligrams per Kilogram) {ICNED: JOB N:SHEET ��HSA TITLE SMB 75-28302 � Cattle Pen Soil Sample Results \WN: DATE: 07/03/2008 SMB ENGINE R I TI T Arsenic :CKED: CAD Ill. 1520 ROY& P&M SO. SUIS 260, FORT YYERS, R 33919 TEL (239) 936-6789 Figure 4 GI.W IT �7Yr,ye1., ;' Cattle Pen Toxaphene ir / t .�- �f�Ir 'CP 13 CP -2 F� for 1 �e CP -1 I rr� '�Y,t r'Y'•'li� 1�'. 'tia r Moil 1111A r F _ H Legend Le .�_ Notes: 1. Toxaphene Residential SCTL=900 pg/Kg O Sample Location 2. 3. Samples that exceed SCTL a2 indicated in Bold Rad N N CP -2 Sample ID CP -1 samples were collected at i foot increments (11) Sample Depth 6" 4. starting at 1' down to 4' Samples were collected 6/30/08; 0 SCALE16 : 1'=30' 30 (4,2) Sample Depth 18" S. Samples reported in pg/Kg (micrograms per Kilogram) DESIGNED: 75-28302 JOB b: SHEET TITLE Pepper Ranch�_HSA SMB Cattle an DRAWN: SMB DATE: 07/03/2008 6315 Pepper Road Soil Sample Results Immokalee, Collier County, Florida ENGINEE Toxaphene CHECKED: CAD q: 1520 ROYAL PAW SO. SUITE 260, FORT RYERS, FL 33919 rW (219) 936-0789 Figure 5 GLW Cattle Pen DDT .r ww J�J 4Or `� 7 uTt:4 I'+JYo'Ylp•+ 1 g +Yr�. rr� sa 14 �I �h T' ,r L ■ a 1` wok J l�' CP -21 (51.5) (U) f, O r... - T7 Legend General Notes: 1. DDT Residential SCTL=2,900 pgIKg O CP -2 Sample Location Sample ID 2. 3. Samples that exceed SCTL are indicated In Bold Red CP -1 samples were collected at 1 foot Increments (11) Sample Depth 6" starting at 1' down to 4'amp 0� SCALE:1'=30' (4.2) Sample Depth 18" 4. 5. Samples were collected 6/30/08: Samples reported in pg/Kg (micmgmms per Kilogram) Pepper Ranch 6315 Pepper Road Immokalee, Collier County, Florida DESIGNED:JOB $MB ': 75-28302 �� �!HSA I NTI T SHEET 011E Cattle Pen soil sample Results DDT DRAWN: SMB DATE: 07/03/2008 CHECKED: CAD #:I 1570 ROYAE PAW S0. SUIT 260, FORT MYERS, R 33919 TEL• (239) 936-0789 Figure 6 (,`LW -I R Cattle Pen .,' •� (� Groundwater Sambi ples - r r J _ 4 e. 7 T �r Il(°il, h ni, W n it r Fr. LL r Legend 17Arsenic GCTL =10 µg/L m Groundwater Sample Location 2. 13HC- a, 0, S, y GCTL= 0.006, 0.02, 2.1, 50 pg/L CPW-1 Sample 10 3. Toxaphene GCTL =3 pg1L �I (2.0) Arsenic Sample Result 4. Samples that exceed GCTL are Indicated In Bold Red BHC l (a,p ample Result S,y) BHC Sample 5. 6. Samples were collected 6/30/087 Arsenic samples reported In mg/L (miligrams per Liter), o is 3c SCALE: T=30' (1,2 ToxapheneSample Result all other samples reported In pglL (micrograms per Liter) DESIGNED: JOB N: SHEET PRE SM8 75-26302 Cattle Pen Pepper Ranch 63151 Road HeA Groundwater Sample ftesulls. DRAWN. DATE: 07/03/2008 SMB Immokalee, Collier County, Florida I FNGINEER I I TI T CHECKED: CAD p: I 1520 R0Y,1E P.eL S0. SUnE 260, FORT UYEK R 33919 TB: (239) 9.76-0789 Figure 8 GLW Area of Excavation (2.5' deep) = 9,587 sf Vol = 23,968 cf (887.7 cy) IF w: �_ Area of Excavation (6' deep) = 1,399 st A J w Vol = 8,388 cf (311 cy) — y R •i - 7y900 f �'��I•,I^rJr s�Fi �rt� , Jr i,.•;I,;.� r s .� ■ L- P-21 a,oso) s' '• 94491 i F� r Legend Notes: 1. Toxaphene Residential SCTL=900 pg/Kg 0 Sample Location Area of Excavation for ® 2. Samples that exceed SCTL are Indicated in Bold Red 3. CP -2 Sample ID Potentially Hazardous CP -1 samples were collected at 1 foot increments (11) Analytical Result-6•his Waste starting at l' down to 4' 0 16 30 (4.2) Analytical Result - 18" his ® Area of Excavation 4. Samples were collected 6/30108; SCALE: V 30' 5. Samples reported In pg/Kg (micrograms per Kilogram) DESIGNED: JOB q: SHEET TITLE Pepper Ranch SMB 75-28302 �� HSA Cattle Pen DRAWN: SMB DATE: 07/03/2008 6315 Pe Pepper Road pp Area of Excavation Immokalee, Collier County, Florida I I TI 7 CHECKED: CAD #: AGLW 1520 ROYAL PALM S0, SWTE 260• FORT YYERS• R 33919 TEL: (239) 936-0789 Figure 9 Mobile Tank d or .1 fjApr .Jr� ��•a :�# e,'./rYr� I'.-�lilgfi "l e,. _�f� � ''pr'f,S �'' �., SI t P rr al ly a^Y Tr •� � r r 1 I YI y 1 G - Lend Notes: Groundwater Sample Locations 1. TRPH Resler Sam SCTL=460 7/l/0 2. Groundwater Samples collected 7/1/08; Q Sall Sample Locations 3. Soil Samples collected 6/30/00; 4. Samples reported In -I (Milligrams per Kilogram) p 15 30 SCALE: P=30' DESIGNED: JOB p: SHEET TITLE SMB 75-28302 Mobile Tank Pepper Ranch Sam le DRAWN: DATE: p 6315 Pepper Road SMB 07/03/2008 HSA Location and Immokalee, Collier County, Florida CHECKED: CAD ENGINE I 71 7 Results GLW 15M ROYAL PI SO. WTE 260. FORT 91ERS. R 33019 TEL (239) 936-0789 Figure 10 r s IT M - IV `Till I r r` q ,r Sol' 6 * r r ort/wore. I .R sepa.alor - r • O Dorms n n 4-4noseL 1a�pP SS -16 1 AST, S1a"a(159aqoilV✓ell o �7%i SS -14 P"'p oTranMW 9 Pump askp Well Head 0 S$-19 ®i -8 142eJ ry r A 1: IT - u Legend Notes: m Groundwater Sample Locations 1. TRPH Residential SCTL =460 mg/Kg 2. Chloride Residential GCTL = 250 mg/L O Soil Sample Locations 3. Groundwater Samples collected 7/1/08; � 4. Soil Samples collected 6/30/08; u 40 an 5. Samples reported In mg/Kg (milligrams per Kilogram) SCALE: 1"= 80' DESIGNED: JOB 8: SHEET ORE Pepper Ranch SMB 75-28302 �_ �� HSA Oil Well #1 DRAWN: DATE: 07/03/2008 6315 Pepper Road Sampling Immokalee, Collier County, Florida SMB Locations CHECKED: CAD B; FNGINFR I TI T 1520 ROYAL PAW SO. SUITE 2K mRi RYERS. n 33019 SEL• (219) 916-0789 Figure 11 GLW to 1q( L 63UU lM 4i V 1 4 Trans/er 1''J PamP O SS -13 $S-8 O q-ap L !10.21 O 'C320MW 5m asrs. I MW -6 m (251 $.�',�2 sfl O mM SoW-7 Soil (f fOJ SS -11 Oil Wet .,Well (109)1 PumP Head r' r Jack114 qll/Wafer Separator J FF, .I q . 3 Legend Notes: Groundwater Sample Locations 1. Chloride Residential GCTL=250 mg/L 2. TRPH Residential SCTL = 460 mglKg O Sail Sample Locations 3. Groundwater Samples collected 711/08; 4. Soil Samples collected 6/30/08: 0 49 eo 5. Sall Samples reported In mg/Kg (milligrams per Kilogram) SCALE: 1'=80' 6. GW Samples reported in mg/L (miligrams per Liter) DESIGNED: JOB N: SHEET TITLE SMB 75-28302 —� Oil Well #2 Pepper Ranch 6315 Pepper Road M sampling SA DRAWN: DATE: 07/03/2008 SMB Locations Immokalee, Collier County, Florida I ENGINEI N 71 T CHECKED: CAD 1 1520 ROY& P.WI SO. SONE 260, FORT 91ERS. R. 33919 TEL (239) 936-0789 Figure 12 GLW t1 Hill, Oil Well #� � r � rl r i a �os5- ti �C 4' 4,+fPApe8BL Ts SSump (OJr91 • ' ( : 3 SS -2 SS -1 y i �• � (I)MW-3 (OABJf J 10) ,4 4 -1Ar �♦ � tom, � q �dr : ! SS -6 011 Well ` Pump Jech wen MW -2 • Head p ,)) A M �,0 NMI"` , Prof Ogiiiwl= 40 So SCALE:1'=89' 0 Notes: 1. TRPH Residential GCTL=5 mg/L 2. Chloride Residential GCTL =250 mg/L 3. Groundwater Samples collected 7/1/0& 4. Soil Samples collected 6/30/08; 5. Soil Samples reported In all (milligrams per Kilogram) 6. GW Samples reported in nal (milligrams per Liter) -_--.._-. SMB 75-28302 T Oil Well #3Pepper Ranch DRAWN: DATE: Sampling 8315 Pepper Road SMB 07/03/2008 5 A Locations Immokalee,CollierCounty,Florida rurrvrn. PAIN A. GLW 1 1 1520 ROYAL PAW Sp. SUITE 269, FORT •YERS, F. 33919 m: (239) 9.76-9789 I Figure 13 Legend JD Groundwater Sample Locations Q Soil Sample Locations 5 SS_`M Sample ID (7.42) TRPH Result (970) Chloride Result 0 Notes: 1. TRPH Residential GCTL=5 mg/L 2. Chloride Residential GCTL =250 mg/L 3. Groundwater Samples collected 7/1/0& 4. Soil Samples collected 6/30/08; 5. Soil Samples reported In all (milligrams per Kilogram) 6. GW Samples reported in nal (milligrams per Liter) -_--.._-. SMB 75-28302 T Oil Well #3Pepper Ranch DRAWN: DATE: Sampling 8315 Pepper Road SMB 07/03/2008 5 A Locations Immokalee,CollierCounty,Florida rurrvrn. PAIN A. GLW 1 1 1520 ROYAL PAW Sp. SUITE 269, FORT •YERS, F. 33919 m: (239) 9.76-9789 I Figure 13 • f' • Will I Oil Well #3 4Tf i (3.27) VF r t W-3 i& PZ -1 • • (3.31) (3.33) • �14 r 411 e '� ♦� Pepper Ranch SMB 6315 Pepper Road DRAWN: Immokalee, Collier County, Florida SMB CHECKED: GLW 75-28302 07/03/2008 Notes: 1. Groundwater Elevations collected 6/27/08 1520 ROY& PNL SO. SLATE 260, FORT YYEK FL 33919 TEL (239) 936-0789 OIL WELL GROUND- WATER ELEVATION ED Legend Groundwater Elevation Point Locations m Groundwater Monitoring Well (3.33) Groundwater Elevation 3.30 Groundwater Elevation Contours Pepper Ranch SMB 6315 Pepper Road DRAWN: Immokalee, Collier County, Florida SMB CHECKED: GLW 75-28302 07/03/2008 Notes: 1. Groundwater Elevations collected 6/27/08 1520 ROY& PNL SO. SLATE 260, FORT YYEK FL 33919 TEL (239) 936-0789 OIL WELL GROUND- WATER ELEVATION ED APPENDIX A Soil Sampling Analytical Results W-- Jupiter ,l Per Environmental Laboratories, Inc. July 18, 2008 HSA Engineers & Scientists HSA Engineers & Scientists 1520 Royal Palm Square Blvd Suite 260 Fort Myers, FL 33919 RE: LOG# 620732 Project ID: 75-28302 Pepper Ranch COC# 35062 Dear HSA & Scientists: Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 www.jupiterlabs.com clienlsewices@upitedabs.com 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@jupilerlabs.com Enclosures Report ID: 820732 - 415405 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.. N � eorn.e w� Page 1 of 70 G Jupiter Environmental Lahnraterles, Inc. SAMPLE ANALYTE COUNT LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 / Fax: (561)575-4118 l Analytes Lab ID .Sample ID Method Reported 820732001 SS -1 D2974` 1 EPA 8260B 44 EPA 82700 21 FL -PRO (GC) 3 SM 2640G 1 820732002 SS -2 EPA8260B 44 EPA 8270C 21 FL -PRO (GC) 3 SM 254OG 1 820732003 SS -3 EPA 82608 44 EPA 8270C 21 FL -PRO (GC) 3 SM 2540G 1 820732004 SS -4 EPA 8260B 44 EPA 827OC 21 FL -PRO (GC) 3 SM 2540G 1 820732005 SS -5 EPA 82608 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 (GG) 3 SM 2540G 1 820732008 SS -8 D2974' 1 EPA 82608 44 EPA 8270C 21 FL -PRO (GC) 3 SM 2540G 1 Report ID: 820732 - 415405 Page 2 of 70 711812008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. �p nce Jupiter Environmental Laboratorles, Inc. t SAMPLE ANALYTE COUNT LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID Sample ID Method Analytes Reported 820732009 SS -9 EPA 82608 44 EPA 82700 21 FL -PRO (GC) 3 MAEPH(GC) 7 MAVPH (GC) 5 SM 254OG 1 820732010 SS -10 EPA 8260B 44 EPA 8270C 21 FL -PRO (GC) 3 SM 2540G 1 820732011 SS -11 EPA 82606 44 EPA 8270C 21 FL -PRO (GC). 3 SM 254OG 1 ( 120732012 SS -12 EPA 82608 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 82608 44 EPA 8270C 21 FL -PRO (GC) 3 SM 2540G 1 820732015 SS -15 EPA 82608 44 EPA 8270C 21 FL -PRO (GC) 3 SM 2540G 1 820732016 SS -16 EPA 82608 44 EPA 8270C 21 FL -PRO (GC) 3 Report ID: 820732 - 415405 Page 3 of 70 7/18/2008 FDOH# E86546 i CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. 0.p P,,"e Alle c cq Jupiter 1� Environmental Laboratories, Inr_ SAMPLE ANALYTE COUNT LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 l Lab ID Sample ID Method Analytes Reported 820732016 SS -16 MAEPH (GC) 7 MAVPH (GC) 5 SM 254OG 1 820732017 SS -17 EPA 82608 44 EPA 8270C 21 FL -PRO (GC) 3 SM 254OG 1 820732018 SS -18 EPA 82608 44 EPA 8270C 21 FL -PRO (GC) 3 SM 2540G 1 820732019 SS -19 EPA 82608 44 EPA 8270C 21 FL -PRO (GC) 3 SM 254OG 1 820732021 CP -1-1' EPA 6020 1 EPA 8081 (GC) 24 SM 254OG 1 820732022 CP -1-2 EPA 6020 1 EPA 8081 (GC) 24 SM 254OG 1 820732023 CP -1-3' EPA6020 1 EPA 8081 (GC) 24 SM 254OG 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.. ::= helac o Jupiter Environmental Lahoratorles, Inc. SAMPLE ANALYTE COUNT LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID Sample ID Method Analytes Reported 820732027 CP -3-1 EPA 8081 (GC) 24 SM 2540G 1 820732028 CP -3-2 EPA 6020 1 EPA 8081 (GC) 24 SM 254OG 1 820732029 MT -1 EPA 8260B 13 EPA 8270C 21 FL -PRO (GC) 3 SM 254OG 1 Report ID: 820732 - 415405 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.. Page 5 of 70 p '! Jupiter Environmental Laboratories, Inc. SAMPLE SUMMARY LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)57"030 Fax: (561)575-41118 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 6/271200809:29 6/28/200812:30 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 61270008 10:04 6/28/200812:30 820732006 SS -6 Soil/Solid 6127/200810:17 6/281200812:30 820732007 SS -7 Soil/Solid 6/271200810;23 6/28/200812:30 820732008 SS -8 Soil/Solid 6127/200811:37 6/28/200812:30 820732009 SS -9 Soil/Solid 61271200811:46 6/28/200812:30 820732010 SS -10 Soil/Solid 6/27/200812:05 6128/200812:30 820732011 SS -11 Soil/Solid 6/27/200812:10 6128/200812:30 820732012 SS -12 Soil/Solid 6/27/200812:22 6/28/200812:30 820732013 SS -13 Soil/Solid 6/27/200812:29 6/28/200812:30 820732014 SS -14 Soil/Solid 6/27/200814:05 6/281200812:30 820732015 SS -15 Soil/Solid 6/27/200814:15 6/28/200812:30 820732016 SS -16 Soil/Solid 6/27/200814:24 6/28/200812:30 820732017 SS -17 Soil/Solid 6/271200814:26 6/28/200812:30 820732018 SS -18 Soil/Solid 6127/200814:34 6/28/200812:30 820732019 SS -19 Soil/Solid 6/27/200814:40 6/28/200812:30 820732020 NONE Soil/Solid 6/27/2008 00:00 6/28/2008 12:30 820732021 CP -1-1' Soil/Solid 6/27/200813:31 6128/200812:30 820732022 CP -1-2' Soil/Solid 6/27/200813:31 6/28/200812:30 820732023 CP -1-3' Soil/Solid 6/271200813:31 6/28/200812:30 820732024 CP -1-4' Soil/Solid 6/271200813:31 6128/200812:30 820732025 CP -2-1 Soil/Solid 6/271200815:20 6128/200812:30. 820732026 CP -2-2 Soil/Solid 6/27/200815:20 6/281200812:30 820732027 CP -3-1 Soil/Solid 6/27/200815:18 6/28/200812:30 820732028 CP -3-2 Soil/Solid 6/2712008 15:18 6128/200812:30 820732029 MT -1 Soil/Solid 6127/200815:30 6/28/200812:30 Report ID: 820732 - 415405 7/18/2008 0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. nelac= Page 6 of 70 Jupiter Environmental Laboratorles, Inc. f ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732001 Sample ID: SS -1 Dale Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Volatiles by EPA 82608 GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 - 8260B(S) Analytical Method: EPA 82606 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 07108/08 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-Dichioropropane 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 D mglKg 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 07/08108. 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 in & 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 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.. 'C1el"#.C' coo 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: 820732001 Sample ID: SS -1 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF 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 tart -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) (5) 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 91-57-61 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 mg1Kg 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-od)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 254OG. r (Dryweight) A - Percent Solids (Dryweight) 81.9% 0.1 1 07/03/08 BFM Report I D: 820732 - 415405 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.. p „tyw¢e No Page 8 of 70 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)5754118 Lab ID: 820732001 Sample ID: SS -1 Dale Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Semivolatiles by GC Analysis Dose, 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 07104108 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.. � 4 Apvpe- ®r ,o Jupiter Jupiter Environmental Laboratories, Inc. 50 S Old Dixie Highway Jupiter, FL 33458 - Environmental Laboratories, Inc. Phone: (561)575-0030 L'r 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 Dale Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua] CAS Volatiles by EPA 82608 GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 8260B (S) Analytical Method: 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 mgft 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-Dichloroelhane 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 mg1Kg 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 07108/08 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 74-953 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 Tetrachloroelhene 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 cls-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- 7U4p1 Report ID: 820732 - 415405 Page 10 of 70 7/1812008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent ofJupiter Laboratories, Inc.. Environmental vi S`2 Jupiter Environmental Lahoraforles, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Ine. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)5754118 Lab ID: 820732002 Sample ID: SS -2 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF 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 li 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 07108/08 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 07108/08 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 0.118 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 254OG - (Dryweight Percent Solids (Dryweight) 86.1 % 0.1 1 07/03/08 BFM Semivolatiles by GC ReportID: 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.. e �w Jupiter ,F Environmental Laboratories, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732002 Sample ID: SS -2 ANALYTICAL RESULTS Date Received: 6/28/2008 Date Collected: 6/27/2008 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)5754118 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc: Florida PRO by GC (S) Preparation Method: EPA 3545 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. Analytical Method: FL -PRO (GC) nelac-_ 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 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.. nelac-_ Page 12 of 70 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)576-4118 Lab ID: 820732003 Sample ID: SS -3 Dale Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Dust CAS Volatiles by EPA 8260B GCIMS Analysis Dean: EPA 8021 Scan by Preparation Method: EPA 5035 8200B (S) Analytical Method: 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 mglKg 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 nI 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 07/08108 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 Bromodichlommethane U al 0.004 0.002 1 07/08/08 SS 07/08/08 SS 75-27-4 Bromoform U rrI 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 Chlombenzene 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 Telrachlomethene U rI 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 07/08/06 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 8 p -xylene U nI 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.. �jrtelac-= n Jupiter Environmental Laboratories, Inc. u p i to r 150 S. Old Dixie Highway Jupiter, FL 33458 Envlrodurnental Laboratories, Inc. phone: (561)575-0030 ,P,?- Fax: (561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732003 Date Received: 6/2812008 Matrix: Soil/Solid Sample ID: SS -3 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ 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-Dich[oropropene 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 9 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 Semivolat[les 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,l)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 Floorage U mg/Kg 0.112 0.029 1 07/01/08 BFM 07/03/08 FO 86-73-7 Indeno(1,2,3-od)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 FQ 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-dl4 (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 Enviammenlal Laboratories, Inc.. P o c Y; Jupiter Environmental Laboratories, Inc. l S ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboraodes, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732003 Sample ID: SS -3 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Analysis Dose: Florida PRO by GC (8) 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 I D: 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.. fnehC- con; Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732004 Sample ID; SS -4 Page 16 of 70 7/18/2008 Date Received: Date Collected: 6/28/2008 612712008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua] CAS Volatiles by EPA 82608 GC/MS Analysis Desc: EPA 8021 Scan by r Preparation Method: EPA 5035 82608 (S) _ _ _ Analytical Method: 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 07/08f08 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 0.00.030 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 07/08f08 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 Bromachloromethane 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 mglKg 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 Chlombenzene 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 07108/08 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 Telrachloroethene 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 in & 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.. �' nela Jupiter EnvIrnnlnental Laboratories, Inc. ( ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4118 Lab ID: 820732004 Sample ID: SS -4 U mg/Kg 0.119 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid 0.029 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) 0.119 0.049 U nI 0.119 0,025 U mg/Kg 0.119 0.031 trans-1,2-Dichloroelhene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 tmns-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 % 60-135 206-44-0 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8 (S) 97% 60-135 FO 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene (S) 109% 60-135 07/03/08 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc: EPA 8100 PAH List by 8270C (S) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene / 4cenaphthylene l nthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranlhene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene I ndeno(1,2,3-od)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Wet Chemistry Analysis Desc: 2540G Percent Solids (Dryweight) Percent Solids (Dryweight) Semivolatiles by GC Preparation Method: EPA 3545 Analytical Method: EPA 8270C U mg/Kg 0.119 0.024 U mg/Kg 0.119 0.029 U mg/Kg 0.119 0.021 U mg/Kg 0.119 0.023 U mg/Kg 0.119 0.031 U mg/Kg 0.119 0.038 U mg/Kg 0.119 0.039 U mg/Kg 0.119 0.035 U mg/Kg 0.238 0.043 U mg/Kg 0.119 0.044 U mg/Kg 0.119 0.022 U mg/Kg 0.119 0.049 U nI 0.119 0,025 U mg/Kg 0.119 0.031 U mg/Kg 0.119 0.041 U mg/Kg 0.119 0.024 U mg/Kg 0.119 0.024 U mg/Kg 0.119 0.026 62% 20-120 07/03/08 66% 30-115 1 07/01/08 90% 15-140 FO Analytical Method: SM 2540G 83.9 % 0.1 1 07/01108 BFM 07/03/08 FO 90-12-0 1 07/01/08 BFM 07/03/08 FO 91-57-6 107/01/08 BEM 07/03/08 FO 83-32-9 1 07/01/08 BFM 07/03/08 FO 208-96-8 1 07/01/08 BFM 07/03/08 FO 120-12-7 1 07/01/08 BFM 07/03/08 FO 56-55-3 1 07/01/08 BFM 07/03/08 FO 50-32-8 1 07/01/08 BFM 07/03/08 FO 205-99-2 1 07/01/08 BFM 07/03/08 FO 191-24-2 1 07/01/08 BFM 07/03/08 FO 207-08-9 1 07/01/08 BEM 07/03/08 FO 218-01-9 107/01/08 BEM 07/03/08 FO 53-70-3 1 07/01/08 BFM 07/03/08 FO 206-44-0 1 07/01/08 BFM 07/03/08 FO 86-73-7 1 07/01/08 BFM 07/03/08 FO 193-39-5 1 07/01/08 BFM 07/03/08 FO 91-20-3 1 07/01/08 BFM 07/03/08 FO 85-01-8 1 07/01/08 BFM 07/03/08 FO 129-00-0 1 07/01/08 BFM 07/03/08 FO 4165-60-0 1 07/01/08 BFM 07/03/08 FO 321-60-8 107/01/08 BFM 07/03/08 FO 1718-51-0 1 07/03/08 BEM Report ID: 820732 - 415405 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.. Y! ■ 1. -�.4~ Page 17 of 70 Z Jupiter Environmental Laboratories, Inc. LOG# 820732 Project lD: 75-28302 Pepper Ranch Lab ID: 820732004 Sample ID: SS -4 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575 0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Analytical Method: FL -PRO (GC) 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 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.. N Page 18 of 70 Jupiter Environmental Old Dixie High Inc. Jupiter 50 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: Sample ID: 820732005 SS -5 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid 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 82608 (S) Analytical Method: 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 nri 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 71-55-6 1,1,2 -Trichloroethane U rl 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroelhane U ri 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 ni 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 07/08108 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 ri 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 nrl 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 ri 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-00-3 Chloroform U ri 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 Dibromochloromelhane 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 nrl 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 nrl 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 19 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent ofJupiter Environmental Laboratories, Inc.. bc CA Jupiter Environmental Lahoratorles,Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)576-0030 Fax: (561)575-4118 Lab ID: 820732005 Sample ID: SS -5 U mg/Kg 0.571 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid 0.138 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) 0.571 0.237 U mg/Kg 0.571 0.121 U mg/Kg 0.571 0.151 tmns-l,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 Dibromo0uoromethane (S) 90% 60-135 507108108 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8 (S) 98% 60-135 86-73-7 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-BromoOuorobenzene (S) 125% 60-135 FO '1 07/08/08 SS 07/08/08 SS 460-00-4 VPH by GC 5 07/08/08 BFM 07/10/08 FO 129-00-0 507108108 BFM 07/10/08 Analysis Desc: MAVPH by GC (S) Analytical Method: MAVPH (GC) 507108108 BFM 07/10/08 FO 321-60-8 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 0.0051 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 8270C (S) i -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)Suoranthene Benzo(g,h,i)perylene Benzo(k)Suoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (5) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Report ID: 820732-415405 7/18/2008 0 Preparation Method: EPA 3545 Analytical Method: EPA 8270C U mg/Kg 0.571 0.116 U mg/Kg 0.571 0.138 U mg/Kg 0.571 0.099 U mg/Kg 0.571 0.108 U mg/Kg 0.571 0.149 U mg/Kg 0.571 0.181 U mglKg 0.571 0.187 U mg/Kg 0.571 0.169 U mg/Kg 1.14 0.205 U mg/Kg 0.571 0.210 U mg/Kg 0.571 0.105 U mg/Kg 0.571 0.237 U mg/Kg 0.571 0.121 U mg/Kg 0.571 0.151 U mg/Kg 0.571 0.197 U mg/Kg 0.571 0.117 U mg/Kg 0.571 0.113 U mg/Kg 0.571 0.124 54% 20-120 FO 56% 30-115 BFM 87% 15-140 53-70-3 5 07/08/08 BFM 07/10/08 FO 90-12-0 507/08108 BFM 07/10/08 FO 91-57-6 507108108 BFM 07/10/08 FO 83-32-9 5 07/08/08 BFM 07/10/08 FO 208-96-8 5 07/08/08 BFM 07/10/08 FO 120-12-7 5 07/08/08 BFM 07/10/08 FO 56-55-3 507/08108 BFM 07/10/08 FO 50-32-8 507/08108 BFM 07/10/08 FO 205-99-2 5 07/08/08 BFM 07/10/08 FO 191-24-2 5 07/08/08 BFM 07/10/08 FO 207-08-9 5 07/08/08 BFM 07/10/08 FO 218.01-9 507/08/08 BFM 07/10/08 FO 53-70-3 507108108 BFM 07/10/08 FO 206-44-0 507108/08 BFM 07!10/08 FO 86-73-7 5 07/08/08 BFM 07/10/08 FO 193-39-5 5 07/08/08 BFM 07/10/08 FO 91-20-3 5 07/08/08 BFM 07/10/08 FO 85-01-8 5 07/08/08 BFM 07/10/08 FO 129-00-0 507108108 BFM 07/10/08 FO 4165-60-0 507108108 BFM 07/10/08 FO 321-60-8 5 07/08/08 BFM 07/10/08 FO 1718-51-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Page. 20 of 70 Jupiter EnVlromnental Laboratories, Inc. f LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732005 Sample ID: SS -5 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid 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 (Drywelght) Percent Solids (Dryweight) Analysis Desc: Florida PRO by GC (S) Florida Pro Total o-Terphenyl(S) n-Triacontane-d62 (S) Semivolatiles by GC Analysis Desc: MAEPH by GC (S) 2-Bromonaphlhalene 2-Fluorobiphenyl '11-C22 Aromatics .;19-C36 Aliphatics C9 -C18 Aliphatics Chloro-octadecane o-Terphenyl Analytical Method: SM 2540G 87.3% 0.1 Preparation Method: EPA 3545 Analytical Method: FL -PRO (GC) 3320 mg/Kg 103 51.4 85% 50-150 134 % 50-150 Analytical Method: MAEPH (GC) 1 07/03/08 BFM 1 07/08/08 BFM 07/09/08 FO 1 07/08/08 BFM 07/09/08 FO 84-15-1 1 07/08/08 BFM 07/09/08 FO 93952-07-9 91.0% 1 07/14/08 EN 580-13-2 91.0% 1 07/14/08 EN 321-60-8 4.401 mg/Kg 20.0 0.002 1 07/14/08 EN 14.Oi mg/Kg 20.0 0.002 1 07/14/08 EN 4.70i mg/Kg 20.0 0.002 1 07/14/08 EN I,J- 01,V 74.0% 1 07/14/08 EN 3386-33-2 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.. Jupiter Environmental Lahorntorles, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732006 Sample ID: SS -6 ANALYTICAL RESULTS Date Received: 6/28/2008 Date Collected: 6/27/2008 Jupiter Environmental Laboratories, Inc. 150 5. Old Dixie Highway Jupiter, FL 33458 Phone: (W)575-0030 Fax: (561)575-4118 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 82608 GCIMS without the written consent of Jupiter Environmental Laboratories, Inc.. !noo GP �` Analysis Desc: EPA 8021 Scan by . Preparation Method: EPA 5035/50308 82608 (S) .. .. _ -- ... Analytical Method: EPA 82608 .. 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 5007109/08 SS 07/09/08 SS 71-55-6 1,1,2 -Trichloroethane U mg/Kg 0.100 0.020 5007/09/08 SS 07/09/08 SS 79-00-5 1,1-Dichloroethane U mg/Kg 0.100 0.015 5007109/08 SS 07/09/08 SS 75-34-3 1,1-Dichloroethene U mglKg 0.100 0.025 5007/09/08 SS 07/09/08 SS 75-35-4 1,1-Dichloropropene U ni 0.100 0.020 50 07/09/08 SS 07/09/08 SS. 563-58-6 1,2-DBCP U ni 0.250 0.075 5007/09/08 SS 07/09/08 SS 96-12-8 1,2-Dibromoelhane (EDB) U mg/Kg 0.100 0.020 5007/09/08 SS 07/09/08 SS 106-93-4 1,2 -Dichlorobenzene U mg/Kg 0.100 0.015 5007109/08 SS 07/09/08 SS 95-50-1 1,2-Dichloroethane U mg/Kg 0.100 0.025 5007109/08 SS 07/09/08 SS 107-06-2 1,2-Dichloropropane U mg/Kg 0.100 0.015 5007109/08 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-Dichlorapropane U mg/Kg 0.100 0.030 6007109108 SS 07/09/08 SS 594-20-7 Benzene U mg/Kg 0.100 0.010 5007109/08 SS 07/09/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.100 0.030 5007/09/08 SS 07/09/08 SS 74-97-5 Bromodichloromelhane U mg/Kg 0.200 0.120 5007/09/08 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 5007/09/08 SS 07/09/08 SS 74-83-9 Carbon tetrachloride U mg/Kg 0.100 0.025 5007109108 SS 07/09/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.100 0.025 5007109108 SS 07/09/08 SS 108-90-7 Chloroethane U mg/Kg 0.100 0.015 5007109/08 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 5007109108 SS 07/09/08 SS 74-95-3 cis-1,3-Dlchloropropene U mg/Kg 0.100 0.025 5007109/08 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 5007109108 SS 07/09/08 SS 108-88-3 Trichloroethene U mg/Kg 0.100 0.048 5007109108 SS 07/09/08 SS 79-01-6 Trichlorofluoromethane U mg/Kg 0.100 0.015 5007/09/08 SS 07/09/08 SS 75-69-4 Vinyl chloride U mg/Kg 0.100 0.015 5007109/08 SS 07/09/08 SS 75-01-4 cis-1,2-Dichloroethene U rl 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 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.. !noo GP �` Page 22 of 70 Jupiter Environmental Laboratories, Inc. Jupiter 50 S Ju Highway Jupiter, FL 33458 Environmental Lalnnmtorle.S, 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 Dale Collected: 6/27/2008 tert-Butyl methyl ether Parameters 0.100 Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS o -Xylene U mg/Kg 0.100 0.015 6007109/08 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 5007/09108 SS 07/09/08 SS 156.60-5 trans-1,3-Dichloropropene U mg/Kg 0.100 0.025 5007/09108 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-Bromolluorobenzene (S) 91 % 60-135 5007109108 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 mglKg 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)Suoranthene 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 0A17 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 Umg/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: 254OG Percent Solids Analytical Method: SM 2540E (Dryweight) 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 open shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. nelac CAU Jupiter �q? Environmental Laboratories, Inc LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732006 Sample ID: SS -6 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (501)575-0118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Less: Florida PRO by GC (S) Preparation Method: EPA 3545 - 4- 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 BEM 07/04/08 FO 93952-07-9 Report ID: 820732 - 415405 7/18/2008 N FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, withoutthe written consent of Jupiter Environmental Laboratories, Inc.. -Ineh6. Page 24 of 70 Jupiter Environmental Laboratories, Inc. ( LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732007 Sample ID: SS -7 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-060 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ CAS Wet Chemistry Analysls Desc: 2545G Percent Solids (Dryweight) Percent Solids (Dryweight) Semivolatiles by GC Analysis Desc: Florida PRO by GC (S) Florida Pro Total o-Terphenyl(S) n-Triacontane-d62 (S) —�Analylical Method: 99.9 % 0 07/03/08 BFM Preparation Method: EPA 3545 _ Analytical Method: FL -PRO (GC)._ 5.12 mg/Kg 4.95 2.47 1 07/01/08 BFM 07/04/08 FO 104% 50-150 1 07/01/08 BFM 07/04/08 FO 84-15-1 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.. 6p� CA Jupiter Environmental Laboratories, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732000 Sample ID: SS -8 ANALYTICAL RESULTS Date Received: 6/28/2008 Date Collected: 6/27/2008 11:37 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 1` Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 82608 GCIMS SS 07/09/08 SS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035/50308 82608 (S) SS 71-55-6 5007/09/08 SS Analytical Method: EPA 82608 1,1,1,2 -Tetrachloroethane U mg/Kg 0.100 0.015 1,1,1 -Trichloroethane U mg/Kg 0.100 0.020 1,1,2 -Trichloroethane U mg/Kg 0.100 0.020 1,1-Dichloroethane U mg/Kg 0.100 0.015 1,1-Dichloroelhene U mg/Kg 0.100 0.025 1,1-Dichloropropene U mg/Kg 0.100 0.020 1,2-DBCP U mg/Kg 0.250 0.075 1,2-Dibromoethane (EDB) U mg/Kg 0.100 0.020 1,2 -Dichlorobenzene U mg/Kg 0.100 0.015 1,2-Dichloroethane U mg/Kg 0.100 0.025 1,2-Dichloroptopane U mg/Kg 0.100 0.015 1,3 -Dichlorobenzene U mg/Kg 0.100 0.010 1,3-Dichloropropane U mg/Kg 0.100 0.025 1,4 -Dichlorobenzene U mg/Kg 0.100 0.010 2,2-Dichloropropane U mg/Kg 0.100 0.030 Benzene U mg/Kg 0.100 0.010 Bromochloromethane U mg/Kg 0.100 0.030 Bromodichloromethane U mg/Kg 0.200 0.120 Bromoform U mg/Kg 0.100 0.045 Bromomethane U mg/Kg 0.100 0.010 Carbon tetrachloride U mg/Kg 0.100 0.025 Chlorobenzene U mg/Kg 0.100 0.025 Chloroethane U mg/Kg 0.100 0.015 Chloroform U mg/Kg 1.00 0.330 Chloromethane U mg/Kg 0.100 0.030 Dibromochloromelhane U mg/Kg 0.100 0.040 Dibromomethane U mg/Kg 0.100 0.040 cis-1,3-Dichloropropene U mg/Kg 0.100 0.025 Elhylbenzene U mg/Kg 0.100 0.020 Methylene chloride U mg/Kg 0.500 0.250 Tetrachlomethene U mg/Kg 0.100 0.020 Toluene U. mg/Kg 0.250 0.060 Trichloroethene U mg/Kg 0.100 0.048 Trichlorofluoromethane U mg/Kg 0.100 0.015 Vinyl chloride U mg/Kg 0.100 0.015 cis-1,2-Dichloroethene U mg/Kg 0.100 0.010 in & p -xylene U mg/Kg 0.200 0.025 50 07/09/08 SS 07/09/08 SS 630-20-6 5007109/08 SS 07/09/08 SS 71-55-6 5007/09/08 SS 07/09/08 SS 79-00-5 50 07/09/08 SS 07/09/08 SS 75-34-3 50 07/09/08 SS 07/09/08 SS 75-35-4 5007/09/08 SS 07/09/08 SS 563-58-6 5007/09108 SS 07/09/08 SS 96-12-8 5007109/08 SS 07/09/08 SS 106-93-4 5007109/08 SS 07/09/08 SS 95-50-1 50 07/09/08 SS 07/09/08 SS 107-06-2 50 07/09/08 SS 07/09/08 SS 78-87-5 5007/09108 SS 07/09/08 SS 541-73-1 5007/09/08 SS 07/09/08 SS 142-28-9 5007109108 SS 07/09/08 SS 106-46-7 50 07/09/08 SS 07/09/08 SS 594-20-7 50 07/09/08 SS 07/09/08 SS 71-43-2 5007109/08 SS 07/09/08 SS 74-97-5 5007/09/08 SS 07/09/08 SS 75-27-4 50 07/09/08 SS 07/09/08 SS 75.25-2 50 07/09/08 SS 07/09/08 SS 74-83-9 50 07/09/08 SS 07/09/08 SS 56-23-5 5007/09108 SS 07/09/08 SS 108-90-7 5007109/08 SS 07/09/08 SS 75-00-3 50 07/09/08 SS 07/09/08 SS 67-66-3 50 07/09/08 SS 07/09/08 SS 74-87-3 5007/09/08 SS 07/09/08 SS 124-48-1 5007/09108 SS 07/09/08 SS 74-95-3 5007109/08 SS 07/09/08 SS 10061-01-5 50 07/09/08 SS 07/09/08 SS 100-41-4 50 07/09/08 SS 07/09/08 SS 75-09-2 50 07/09/08 SS 07/09/08 SS 127-18-4 5007109/08 SS 07/09/08 SS 108-88-3 5007109108 SS 07/09/08 SS 79-01-6 50 07/09/08 SS 07/09/08 SS 75-69-4 50 07/09/08 SS 07/09/08 SS 75-01-4 50 07/09/08 SS 07/09/08 SS 156-59-2 5007109108 SS 07/09/08 SS 1330-20- Report ID: 820732 - 415405 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.. o P1` s 7[m,p] Page 26 of 70 " Jupiter / EnvIronmental Laboratories, Inc. i ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(511)575-4118 Lab ID: 820732008 Sample ID: SS -8 Date Received: Date Collected: 6/28/2008 6/27/2008 11:37 Matrix: Soil/Solid 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-Dichloroelhene U mg/Kg 0.100 0.010 5007/09/08 SS 07/09/08 SS 156-60-5 trans-1,3-Dichloropropene U mg/Kg 0.100 0.025 6007/09/08 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 c18 (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 (REFI (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 I -Methylnaphthalene U mg/Kg 0.119 0.024 1 07/08/08 BFM 07/10/08 FO 90-12-0 i -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)fluoranlhene U mg/Kg 0.119 0.035 1 07/08/08 BFM 07/10/08 FO 205-99-2 Benzo(g,h,l)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-dl4 (S) 95 % 15-140 1 07/08/08 BFM 07/10/08 FO 1718-51-0 Wet Chemistry Analysis Desc: 254OG Percent Solids 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.. `nelac-; CAO Jupiter 11 Envloonmental Laboratories, Inc. rpt ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732008 Sample ID: SS -8 Date Received: Date Collected: 6/2812008 Matrix: Soil/Solid 6/27/2008 11:37 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Chat CAS Semivolaliles by GC without the written consent of Jupiter Environmental Laboratories, Inc.. °'`nelac= 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.. °'`nelac= Jupiter Environmental Lahoratories, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732009 Sample ID: SS -9 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 11:46 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Volatiles by EPA 82608 GC/MS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 - _ _ _ . 82606 (S) Analytical Method: 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 07108/08 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-Dichloroelhane 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 fill 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 in & 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.. neh& cno Jupiter kP Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone (561)575-0030 Fax: (561)575-4118 Lab ID: 820732009 Sample ID: SS -9 0.035 0.002 Date Received: Date Collected: 6/28/2008 6/27/2008 11:46 Matrix: Soil/Solid 0.003i mg/Kg Parameters Results Units Report Limit MDL OF 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) 0.716 U mg/Kg 2.26 0.739 U mgft 2.26 0.667 U mg/Kg trans-l,2-Dichloroelhene 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 2.26 1 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8 (S) 100% 60-135 20-120 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene (S) 113 % 60-135 07/01/08 1 07/08/08 SS 07108/08 SS 460-00-4 VPH by GC Analysis Dees: MAVPH by GC (S) C5 -C8 Aliphatics C9 -C10 Aromatics C9 -C12 Aliphatics Surrogate Recovery Run #1 Surrogate Recovery Run #2 Semivolatiles by EPA 8270C Analysis Desc: EPA 8100 PAH List by 8270C (S) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene I ndeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Report ID: 820732 - 415405 7/18/2008 Analytical Method: MAVPH (GC) 0.0061 mg/Kg 0.035 0.002 0.036 mg/Kg 0.009 0.002 0.003i mg/Kg 0.009 0.002 93.0% 1 118% EN Preparation Method: EPA 3545 Analytical Method: EPA 8270C U mg/Kg 2.26 0.459 U mg/Kg 2.26 0.547 U mg/Kg 2.26 0.391 U mg/Kg 2.26 0.427 U mg/Kg 2.26 0.590 U mg/Kg 2.26 0.716 U mg/Kg 2.26 0.739 U mgft 2.26 0.667 U mg/Kg 4.52 0.809 U mg/Kg 2.26 0.832 U mg/Kg 2.26 0.416 U mg/Kg 2.26 0.938 U mg/Kg 2.26 0.477 U mg/Kg 2.26 0.597 U mg/Kg 2.26 0.777 U mg/Kg 2.26 0.461 U mg/Kg 2.26 0.447 U mg/Kg 2.26 0.490 110% 20-120 191-24-2 58% 30-115 07/01/08 75% 15-140 107/01/08 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. �nuo tip S Page 30 of 70 1 07/14/08 EN 1 07/14/08 EN 1 07/14/08 EN 1 07/14/08 EN 1 07/14/08 EN 1 07/01/08 BFM 07/01/08 - FO 90-12-0 107/01/08 BFM 07/01/08 FO 91-57-6 1 07/01/08 BFM 07/01/08 FO 83-32-9 1 07/01/08 BFM 07/01/08 FO 208-96-8 1 07/01/08 BFM 07/01/08 FO 120.12-7 1 07/01/08 BFM 07/01/08 FO 56-55-3 1 07/01/08 BFM 07/01/08 FO 50-.32-8 1 07/01/08 BEM 07/01/08 FO 205-99-2 1 07/01/08 BFM 07/01/08 FO 191-24-2 1 07/01/08 BFM 07/01/08 FO 207-08-9 107/01/08 BFM 07/01/08 FO 218-01-9 1 07/01/08 BFM 07/01/08 FO 53-70-3 1 07/01/08 BFM 07/01/08 FO 206-44-0 1 07/01/08 BEM 07/01/08 FO 86-73-7 107/01/08 BFM 07/01/08 FO 193-39-5 1 07/01/08 BFM 07/01/08 FO 91-20-3 1 07/01/08 BFM 07/01/08 FO 85-01-8 1 07/01/08 BFM 07/01/08 FO 129-00-0 1 07/01/08 BFM 07/01/08 FO 4165-60-0 1 07/01/08 BFM 07/01/08 FO 321-60-8 107/01/08 BFM 07/01/08 FO 1718-51-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. �nuo tip S Page 30 of 70 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4118 Lab ID: 820732009 Sample ID: SS -9 Date Received: Date Collected: 6/28/2008 6/27/2008 11:46 Matrix: Soil/Solid 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 Semivolaliles 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 07101/08 FO 84-15-1 n-Triacontane-d62(S) 145% 50-150 107/01/08 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 t d19 -C36 Aliphatics 150 mg/Kg 20.0 0.002 1 07/14/08 EN C9-C18Aliphatics 12.01 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.. riu,�.an Jupiter Environmental Laboratories, Inc. Jupiter 150 S Old Dixie Highway Jupiter, FL 33458 Environmental Laboratories, Inc. Phone: (561)575-0030 / 4W Fax: (561)5754118 1\ ANALYTICAL RESULTS LOG# 820732 Project 10: 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 OF Prepared By Analyzed By Qual CAS Volatiles by EPA 82608 GC/MS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035/5030B 8260B (S) Analytical Method: EPA 82608 1,1,1,2 -Tetrachloroethane U mg/Kg 0.100 0.015 50 07/09108 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 5007/09/08 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 5007109108 SS 07/10/08 SS 78-87-5 1,3 -Dichlorobenzene U mg/Kg 0.100 0.010 5007109108 SS 07/10/08 SS 541-73-1 1,3-Dichlaropropane U mg/Kg 0.100 0.025 5007109108 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 55 07/10/08 SS 594-20-7 Benzene U mg/Kg 0.100 0.010 5007109/08 SS 07/10/08 SS 71-43-2 Bromochloromethane U mg/Kg 0.100 0.030 50.07/09108 SS 07/10/08 SS 74-97-5 Bromadichloromethane U mg/Kg 0.200 0.120 5007/09108 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 5007/09108 SS 07/10/08 SS 56-23-5 Chlorobenzene U mg/Kg 0.100 0.025 5007109108 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 5007/09/08 SS 07/10/08 SS 74-87-3 Dibromochloromethane U mg/Kg 0.100 0.040 5007/09/08 SS 07/10/08 SS 124-48-1 Dibromomethane U mg/Kg 0.100 0.040 5007109108 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 5007109/08 SS 07/10/08 SS 75-09-2 Telrachlomethene U mgft 0.100 0.020 5007109/08 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 rri 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 5007/09108 SS 07/10/08 SS 75-01-4 cis-1,2-Dichloroethene U mg/Kg 0.100 0.010 5007/09108 SS 07/10/08 SS 156-59-2 in $ p -xylene U mg/Kg 0200 0.025 5007109108 SS 07/10/08 SS 1330-20- 7[m,p] 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.. ater -Ot- `,\ ' ~ �3 rJupiter Envlronlnental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)5754118 Lab ID: 820732010 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS -10 Date Collected: 6/27/2008 0.100 Parameters 5007109/08 Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS o -Xylene tert-Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-1,3-Dichlaropropene Dibromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: EPA 8100 PAH List by 8270C (S) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene 4cenaphthylene .nthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,hJ)perylene Benzo(k) fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranlhene Fluorene Indeno(1,2, 3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (5) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) U mg/Kg 0.100 0.015 5007/09/08 SS 07/10/08 SS 95-47-6 U mg/Kg 0.100 0.020 5007109/08 SS 07/10/08 SS 1634-04-4 U mg/Kg 0.100 0.010 5007109/08 $S 07/10/08 SS 156-60-5 U mg1Kg 0.100 0.025 50 07/09/08 SS 07/10/08 SS 10061-02-6 86% 60-135 50 07/09/08 SS 07/10/08 SS 1868-53-7 95% 60-135 5007/09/08 SS 07/10/08 SS 2037-213-5 93% 60-135 5007/09/08 SS 07/10/08 SS 460-00-4 Preparation Method: EPA 3545 Analytical Method: EPA 8270C U mg/Kg 0.109 0.022 1 07/01/08 BFM 07/03/08 FO 90-12-0 U mg/Kg 0.109 0.026 1 07/01/08 BFM 07/03/08 FO 91-57-6 U mg/Kg 0.109 0.019 1 07/01/08 BFM 07/03/08 FO 83-32-9 U mg/Kg 0.109 0.021 1 07/01/08 BFM 07/03/08 FO 208-96-8 U mg/Kg 0.109 0.028 1 07/01/08 BFM 07/03/08 FO 120-12-7 U mg/Kg 0.109 0.034 1 07/01/08 BFM 07/03/08 FO 56-55-3 U mg/Kg 0.109 0.036 1 07/01/08 BFM 07/03/08 FO 50-32-8 U mg/Kg 0.109 0.032 1 07/01/08 BFM 07/03/08 FO 205-99-2 U mg/Kg 0.217 0.039 1 07/01/08 BFM 07/03/08 FO 191-24-2 U mg/Kg 0.109 0.040 1 07/01/08 BFM 07/03/08 FO 207-08-9 U mg/Kg 0.109 0.020 1 07/01/08 BFM 07/03/08 FO 218-01-9 U mg/Kg 0.109 0.045 1 07/01/08 BFM 07/03/08 FO 53-70-3 U mg/Kg 0.109 0.023 1 07/01/08 BFM 07/03/08 FO 206-44-0 U mg/Kg 0.109. 0.029 1 07/01/08 BFM 07/03/08 FO 86-73-7 U mg/Kg 0.109 0.037 1 07/01/08 BFM 07/03/08 FO 193-39-5 U mg/Kg 0.109 0.022 1 07/01/08 BFM 07/03/08 FO 91-20-3 U mg/Kg 0.109 0.022 1 07/01/08 BFM 07/03/08 FO 85-01-8 U mg/Kg 0.109 0.024 1 07/01/08 BFM 07/03/08 FO 129-00-0 60% 20-120 1 07/01/08 BFM 07/03/08 FO 4165-60-0 71 % 30-115 1 07/01/08 BFM 07/03/08 FO 321-60-8 88% 15-140 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Desc: 2540G Percent Solids (Dryweight) Percent Solids (Dryweight) 91.9% Semivolatiles by GC Analytical Method: SM 2540G 0.1 1 07/03/08 BFM Report ID: 820732 - 415405 7/1812008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. -I, nvne4s �49 Page 33 of 70 CA(1 Jupiter ;-F Envlrnntnental Laboratories, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732010 Sample ID: SS -10 Jupiter Environmental Laboratories, Inc. 150 & Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL OF 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 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.. Spy �ooaea Page 34 of 70 " Jupiter Environmental Laboratories, Inc - ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4116 Lab ID: 820732011 Sample ID: SS -11 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Oual CAS Volatiles by EPA 82606 GC/MS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 8260B(S) Analytical Method: 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 mglKg 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 07/08108 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 mglKg 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 55-23-5 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 in & 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.. Jupiter ` Environmental Laboratories, Inc. E - ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732011 Sample ID: SS -11 Page 36 of 70 7/18/2008 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Oual 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 Dibmmofluoromethane (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 120-12-7t 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 BEM 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-dl4 (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 254OG (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.. O r _ nelac= Jupiter Environmental Laboratories, Inc. 1 LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732011 Sample ID: SS -11 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Dale Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL OF 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 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.. p �Aav pp $ilr a s Page 37 of 70 u i to r Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway p Jupiter, FL 33458 Environmental Laboratories, Inc.. Phone: (561)575-0030AF / Fax: (561)576-4118 1\ 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 82608 GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 8260B(S) - Analytical Method: 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-Dichloroelhene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 75-35-4 1,1-Dichloropropene U mgft 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 ni 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-50-1 1,2-Dichloroethane U ni 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 mglKg 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 07/08108 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 Telrachlomelhene U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 127-18-4 Toluene U nri 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 ni 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-69-4 Vinyl chloride U ni 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 75-01-4 cis-1,2-Dichloroethene U mglKg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-59-2 In & 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 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.. Dw: o�' -`nelac " Jupiter Fnvlrcnmental Laboratories, Inc. I ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732012 Sample ID: SS -12 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF 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 ter/ -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 07/08108 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 c18 (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) C6-68Aliphatics 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-C12Aliphalics 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 3emivolatiles by EPA 8270C Analysis Desc: EPA 8100 PAH List by Preparation Method: EPA 3545 8270C (S) Analytical Method: EPA 82700 1 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.. ir CAO Jupiter Environmental Lahoretnrles, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732012 Sample ID: SS -12 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (661)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG Percent Solids (Dryweight) Percent Solids (Dryweight) Semivolatiles by GC Analysis Desc: Florida PRO by GC (S) Florida Pro Total o-Terphenyl(S) n-Triacontane-d62 (S) Analysis Dose: MAEPH by GC (S) 2-Bromonaphihalene 2-Fluorobiphenyl C11 -C22 Aromatics C19 -C36 Aliphatics 139-C18 Aliphatics Chloro-octadecane o-Terphenyl Report ID: 820732 - 415405 7/18/2008 PN Analytical Method: SM 2540G 86.0% 0.1 1 07/03/08 BFM Preparation Method: EPA 3545 Analytical Method: FL -PRO (GC) 1010 mg/Kg 52.3 26.2 113% 50-150 115% 50-150 Analytical Method: MAEPH (GC) 83.0% 82.0% 4.301 mg/Kg 39.0 mg/Kg 1.901 mg/Kg 64.0% 52.0% 20.0 0.002 20.0 0.002 20.0 0.002 J 10 07/01/08 BFM 07/04/08 FO 10 07/01/08 BFM 07/04/08 FO 84-15-1 10 07/01/08 BFM 07/04/08 FO 93952-07-9 1 07/14108 EN 580-13-2 1 07/14/08 EN 321-60-8 1 07/14/08 EN r 1 07/14/08 EN 1 07/14/08 EN 2,3, 4,J- 01 1 1 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. 07/14/08 EN 3386-33-2 07/14/08 EN 84-15-1 Page 40 of 70 Jupiter Em4ronmental Lahnratories, Inc. ( LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732013 Sample ID: SS -13 ANALYTICAL RESULTS Date Received: 6/2812008 Date Collected: 6/27/2008 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 phone: (561)575-0030 Fax: (561)575-4118 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG 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.. Aa CAO Jupiter Jupiter Environmental Laboratories, Inc. 150 S Old Dixie Highway P, Jupiter, FL 33458 Environmental Laboratories, Inc. Phone: (561)575-0030 Fax: (561)575-4118 1\ 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 OF Prepared By Analyzed By Qual CAS Volatiles by EPA 82608 GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 8260B (S) Analytical Method; EPA 82606 - - _ 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 mgft 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 07108/08 SS 07/08/08 SS 79-00-5 1,1-Dichloroelhane 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 142-28-9f 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 in & 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 42 of 70 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS I This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. yjf 5. Jupiter Environmental Lahorntnrles, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732814 Sample ID: SS -14 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (661)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Dale Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS o -Xylene U ni 0.002 0.00030 1 07/08/08 SS 07/08/08 tert-Butyl methyl ether U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 (MTBE) Method: EPA 8270C 1 -Methylnaphthalene trans-1,2-Dichloroethene U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 trans-1,3-Dichloropropene U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 Dibromo8uoromethane (S) 86% 60-135 BFM 1 07/08/08 SS 07/08/08 Toluene d8 (S) 86% 60-135 BFM 1 07/08/08 SS 07/08/08 4-Bromoflucrobenzene (S) 115% 60-135 BEM 1 07/08/08 SS 07/08/08 Analysis Desc: FOC by D2974 (REF] (S) Analytical Method: D2974' - Fractional Organic Carbon 0.0034 g C/g soil 1 07/09/08 Semivolatiles by EPA 8270C SS 95-47-6 SS 1634-04-4 SS 156-60-5 SS 10061-02-6 SS 1868-53-7 SS 2037-26-5 SS 460-00-4 ESC 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 Methylnaphthalene U mg/Kg 0.112 0.027 1 07/01/08 BFM 07/03/08 FO Acenaphthene U mg/Kg 0.112 0.019 1 07/01/08 BFM 07/03/08 FO Acenaphthylene U mg/Kg 0.112 0.021 1 07/01/08 BFM 07/03/08 FO Anthracene U mg/Kg 0.112 0.029 1 07/01/08 BEM 07/03/08 FO Benzo(a)anthracene U mg/Kg 0.112 0.036 1 07/01/08 BFM 07/03/08 FO Benzo(a)pyrene U ni 0.112 0.037 107/01/08 BFM 07/03/08 FO Benzo(b)fluoranthene U mg/Kg 0.112 0.033 1 07/01/08 BFM 07/03/08 FO Benzo(g,h,i)perylene U mg/Kg 0.225 0.040 1 07/01/08 BEM 07/03/08 FO Benzo(k)fluoranthene U mg/Kg 0.112 0.041 1 07/01/08 BFM 07/03/08 FO Chrysene U mg/Kg 0.112 0.021 1 07/01/08 BFM 07/03/08 FO Dibenzo(a,h)anthracene U mg/Kg 0.112 0.047 1 07/01/08 BFM 07/03/08 FO Fluoranthene U mg/Kg 0.112 0.024 1 07/01/08 BFM 07/03/08 FO Fluorene U mg/Kg 0.112 0.030 1 07/01/08 BFM 07/03/08 FO Indeno(1,2,3-cd)pyrene U mg/Kg 0.112 0.039 1 07/01/08 BFM 07/03/08 FO Naphthalene U mg/Kg 0.112 0.023 1 07/01/08 BEM 07/03/08 FO Phenanthrene U mg/Kg 0.112 0.022 1 07/01/08 BFM 07/03/08 FO Pyrene U mg/Kg 0.112 0.024 1 07/01/08 BFM 07/03/08 FO Nitrobenzene -d5 (S) 47% 20-120 1 07/01/08 BFM 07/03/08 FO 2-Fluorobiphenyl(S) 58% 30-115 1 07/01/08 BFM 07/03/08 FO p-Terphenyl-d14 (S) 83% 15-140 1 07/01/08 BFM 07/03/08 FO Wet Chemistry Analysis Desc: 2540G Percent Solids Analytical Method: SM 254OG " (Dryweight) Percent Solids (Dryweight) 88.8% 0.1 1 07/03/08 BFM Report ID: 820732 - 415405 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.. inelac-_ 90-12-0 91-57-6 83-32-9 208-96-8 120-12-7 56-55-3 50-32-8 205-99-2 191-24-2 207-08-9 218-01-9 53-70-3 206-44-0 86-73-7 193-39-5 91-20-3 85-01-8 129-00-0 4165-60-0 321-60-8 1718-51-0 Page 43 of 70 0 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 ProjectlD: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732014 Date Received: 6/28/2008 Matrix: Soil/Solid Sample ID: SS -14 Dale Collected: 6/2712008 This report shall not be reproduced, except in full, Parameters without the written consent of Jupiter Environmental Laboratories, Inc.. Results Units Report Limit MDL DF Prepared By Analyzed By Oual 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 n-Triacontane-d62 (S) 84 % 50-150 1 07/01/08 BFM 07/03/08 FO Report ID: 820732 - 415405 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.. J p 84-15-1 93952-07-9 Page 44 of 70 Jupiter Envlronnental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732015 Sample ID: SS -15 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Oual CAS Volatiles by EPA 82608 GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 8260B (S). - Analytical Method: 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 5S 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 07108/08 SS 07/08/08 SS 541-73-1 1,3-Dichloropropane U mg/Kg 0.002 0.00050 1 07108/08 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 mg1Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 594-20-7 Benzene U mglKg 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 Bromomelhane 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 55 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 Int 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- 7Im.P1 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.. WJupiter Environmental Laboratorles, Inc.. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732015 Sample ID: SS -15 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS o -Xylene tert-Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-1,3-Dichloropropene Dibromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: EPA 8100 PAH List by 8270C (S) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dlbenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Wet Chemistry Analysis Desc: 254OG Percent Solids (Dryweight) _ Percent Solids (Dryweight) Semivolatiles by GC Report ID: 820732 - 415405 7/18/2008 U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 108% 69-135 U mg/Kg 1 07/08/08 SS 07/08/08 SS 1868-53-7 98% 60-135 0.030 1 07/08/08 SS 07/08/08 SS 2037-26-5 114% 60-135 0.112 1 07/08/08 SS 07/08/08 SS 460-00-4 Preparation Method: EPA 3545 Analytical Method: EPA 8270C U mg/Kg 0.112 0.023 U mg/Kg 0.112 0.027 U mg/Kg 0.112 0.019 U mg/Kg 0.112 0.021 U mg/Kg 0.112 0.029 U mg/Kg 0.112 0.036 U mg/Kg 0.112 0.037 U mg/Kg 0.112 0.033 U mg/Kg 0.225 0.040. U mg/Kg 0.112 0.041 U mg/Kg 0.112 0.021 U mg/Kg 0.112 0.047 U mg/Kg 0.112 0.024 U mg/Kg 0.112 0.030 U mg/Kg 0.112 0.039 U mg/Kg 0.112 0.023 U mg/Kg 0.112 0.022 U mg/Kg 0.112 0.024 60% 20-120 07/03/08 69% 30-115. 1 07/01/08 89% 15-140 FO 1 07/01/08 BFM 07/03/08 FO 90-12-0 1 07/01/08 BFM 07/03/08 FO 91-57-6 1 07/01/08 BFM 07/03/08 FO 83-32-9 1 07/01/08 BFM 07/03/08 FO 208-96-8/ 107/01/08 BFM 07/03/08 FO 120-12-71 1 07/01/08 BFM 07/03/08 FO 56-55-3 107/01/08 BFM 07/03/08 FO 50-32-8 1 07/01/08 BFM 07/03/08 FO 205-99-2 9 07/01/08 BFM 07/03/08 FO 191-24-2 1 07/01/08 BFM 07/03/08 FO 207-08-9 1 07/01/08 BFM 07/03/08 FO 218-01-9 107/01/08 BFM 07/03/08 FO 53-70-3 1 07/01/08 BFM 07/03/08 FO 206-44-0 1 07/01/08 BFM 07/03/08 FO 86-73-7 107/01/08 BFM 07/03/08 FO 193-39-5 107/01/08 BFM 07/03/08 FO 91-20-3 1 07/01/08 BFM 07/03/08 FO 85-01-8 1 07/01/08 BFM 07/03/08 FO 129-00-0 1 07/01/08 BFM 07/03/08 FO 4165-60-0 1 07/01/08 BFM 07/03/08 FO 321-60-8 1 07/01/08 BFM 07/03/08 FO 1718-51-0 Analytical Method: SM 254OG - 88.8% 0.1� 1 07/03/08 BFM FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. a`ic YI t Page 46 of 70 Jupiter Environmental Laboratories, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732015 Sample ID: SS -15 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (581)575-0118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL UP Prepared By Analyzed By Qual CAS Analysis Dose: Florida PRO by W (S) Preparation Method: EPA 3545 V 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 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.. Page 47 of 70 Jupiter Envlrnnmenfil Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 / Fax: (561)575-4118 l Lab ID: 820732016 Sample ID: SS -16 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Oual CAS Volatiles by EPA 82608 GC1MS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 8260B (S) Analytical Method: EPA 82608 1,1,1,2 -Tetrachloroethane U mg/Kg 0.002 0.00030 1 07/08108 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 mglKg 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 Dibromomelhane U mg/Kg 0.002 0.00080 1 07/08/08 SS. 07/08/08 55 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 Tetrachlomethene 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 07/08108 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 in & p -xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07/08/08 SS 1330-20- 7lm,p) 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.. a Jupiter Environmental Laboratories, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732016 Sample ID: SS -16 Jupiter Environmental Laboratodes, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matdx: Soil/Solid Dale Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ CAS o -Xylene tert-Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-1,3-Dichloropropene Dibromofluoromelhane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) VPH by GC Analysis Desc: MAVPH by GC (S) C5 -C8 Aliphatics C9 -C10 Aromatics C9-Cl2 Aliphatics Surrogate Recovery Run #1 Surrogate Recovery Run #2 bemivolatiles by EPA 8270C Analysis Desc: EPA 8100 PAH List by 82706 (S) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,[)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-od)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-dl4 (S) Report ID: 820732 - 415405 7/18/2008 U mg/Kg 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 U mg/Kg 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 1634-04-4 U mg/Kg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 156-60-5 U mg/Kg 0.002 0.00050 1 07/08/08 SS 07/08/08 SS 10061-02-6 79% 60-135 2.19 1 07/08/08 SS 07/08/08 SS 1868-53-7 94% 60-135 U mg/Kg 1 07/08/08 SS 07/08/08 SS 2037-26-5 125% 60-135 0.433 1 07/08/08 SS 07/08/08 SS 460-00-4 Analytical Method: MAVPH (GC) 0.006i mg/Kg 0.035 0.002 0.035 mg/Kg 0.009 0.002 0.0031 mg/Kg 0.009 0.002 104% 124% Preparation Method: EPA 3545 Analytical Method: EPA 8270C U mg/Kg 2.19 0.444 U mg/Kg 2.19 0.529 U mg/Kg 2.19 0.378 U mg/Kg 2.19 0.413 U mg/Kg 2.19 0.570 U mg/Kg 2.19 0.693 U mg/Kg 2.19 0.715 U mg/Kg 2.19 0.645 U mg/Kg 4.37 0.783 U mg/Kg 2.19 0.804 U mg/Kg 2.19 0.402 U mg/Kg 2.19 0.907 U mg/Kg 2.19 0.461 U mg/Kg 2.19 0.577 U mg/Kg 2.19 0.752 U mg/Kg 2.19 0.446 U mg/Kg 2.19 0.433 U mg/Kg 2.19 0.474 116% 20-120 BFM 59% 30-115 56-55-3 83% 15-140 07/01/08 1 07/14/08 EN 1 07/14/08 EN 1 07/14/08 EN 1 07/14/08 EN 1 07/14/08 EN S 107/01/08 BFM 07/01/08 FO 90-12-0 107/01/08 BFM 07/01/08 FO 91-57-6 1 07/01/08 BFM 07/01/08 FO 83-32-9 1 07/01/08 BFM 07/01/08 FO 208-96-8 1 07/01/08 BFM 07/01/08 FO 120-12-7 1 07/01/08 BFM 07/01/08 FO 56-55-3 1 07/01/08 BFM 07/01/08 FO 50-32-8 1 07/01/08 BFM 07/01/08 FO 205-99-2 1 07/01/08 BFM 07/01/08 FO 191-24-2 1 07/01/08 BFM 07/01/08 FO 207-08-9 1 07/01/08 BFM 07/01/08 FO 218-01-9 1 07/01/08 BFM 07/01/08 FO 53-70-3 1 07/01/08 BFM 07/01/68 FO 206-44-0 107/01/08 BFM 07/01108 FO 86-73-7 107/01/08 BFM 07/01/08 FO 193-39-5 107/01/08 BFM 07/01/08 FO 91-20-3 1 07/01/08 BFM 07/01/08 FO 85-01-8 1 07/01/08 BFM 07/01/08 FO 129-00-0 1 07/01/08 BFM 07/01/08 FO 4165-60-0 1 07/01/08 BFM 07/01/08 FO 321-60-8 1 07/01/08 BFM 07/01/08 FO 1718-51-0 Page 49 of 70 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in all, withoutthe written consent of Jupiter Environmental Laboratodes, Inc.. Qo L�9P �1 S. CA Jupiter Environmental Laboratorles, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732016 Sample ID: SS -16 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry BFM 07/02/08 Analysis Desc: 2540G Percent Solids Analytical Method: SM 254OG (Dryweight) Percent Solids (Dryweight) 91.4% 0.1 Semivolatiles by GC J2d Analysis Desc: Florida PRO by GC (S) Preparation Method: EPA 3545 AAnalytical Method: FL -PRO (GC) Florida Pro Total 15900 mg/Kg 492 246 o-Terphenyl(S) 0 % 50-150 n-Triacontane-d62 (S) 0% 50-150 Analysis Desc: MAEPH by GC (S) Analytical Method: MAEPH (GC) 2-Bromonaphthalene 108 % 2-Fluorobiphenyl 91.0% C11 -C22 Aromatics 1200 mg/Kg 20.0 0.002 C19-C36Aliphatics 840 mg/Kg 20.0 0.002 C9-C18Aliphatics 170 mg/Kg 20.0 0.002 Chloro-octadecane 81.0 o-Terphenyl 78.0 Report ID: 820732 - 415405 7/18/2008 1 07/03/08 BFM 5 07/01/08 BFM 07/02/08 FO 5 07/01/08 BFM 07/02/08 FO J2d 84-15-1 5 07/01/08 BFM 07/02/08 FO J2d 93952-07-9 1 07/14/08 EN 580-13-2 1 07/14/08 EN 321-60-8 1 07/14/08 EN 1 07/14/08 EN 1 07/14/08 EN QB - 01,V 1 07/14/08 EN 3386-33-2 1 07/14/08 EN 84-15-1 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Page 50 of 70 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732017 Sample ID: SS -17 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GCIMS Analysis Dese: EPA 6021 Scan by Preparation Method: EPA 5035 82608 (S) Analytical Method: 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-Dichloroelhene 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 07108108. 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 Bromofonn U mglKg 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 07108/08 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 Tetrachloroelhene 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 mglKg 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 in & 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.. �y^nv Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 ProjectlD: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 / Fax: (561)575-4118 Lab ID: 820732017 Sample ID: SS -17 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF 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 Semivolaliles by EPA 8270C Analysis Case: 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 206-440 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 07101/08 BFM 07/03/08 FO 1718-51-0 Wet Chemistry Analysis Dose: 2540G Percent Solids Analytical Method: SM 254OG (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.. o� _ti`neh6 " Jupiter ( Environmental Laboratories, Inc. r^` ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratones, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732017 Dale Received: 6/28/2008 Matrix: Soll/Solid Sample ID: SS -17 Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua] CAS Analysis Deso, Florida PRO by GC (8)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 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 Page 53 of 70 Jupiter Environmental Laboratories Inc. u ito r 50 S tHighway p Ju Jupiter, FL 33458 EnvIro mlental Laboratorl P.B, Inc- Phone: (561)575-0030 j Fax: (561)576-4118 it 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 Qua] CAS Volatiles by EPA 82608 GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 82608 (S) - - - -- -- - Analylical Method: EPA 82608 1,1,1,2 -Tetrachloroethane U mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 630-20-6 1,1,1 -Trichloroethane U mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/06 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 07/08/06 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 mgft 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-Dich]oropropane 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 Dibromochloromelhane 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 mg1Kg 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 Tetrachlomethene 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 in & p -xylene 0.037 mg/Kg 0.005 0.00060 1 07/08/08 SS 07/08/08 SS 1330-20- 71m.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.. u Amfy � n�laG 5 " Jupiter Emdronmental Lahoratnrles, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab1D: 820732018 Sample ID: SS -18 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Franc: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua[ CAS o -Xylene 0.384 mg/Kg 0.002 0.00036 1 07/08/08 SS 07/08/08 SS 95-47-6 ten -Butyl methyl ether U mg/Kg 0.002 0.00048 1 07/08/08 SS 07/08/08 SS 1634-04-4 (MTBE) 0.431 U mg/Kg 1.20 0.443 U mg/Kg 1.20 0.222 U mg/Kg trans-1,2-Dichloroethene U mg/Kg 0.002 0.00024 1 07/08/08 SS 07/08/08 SS 156-60-5 Vans-1,3-Dichloropropene U mg/Kg 0.002 0.00060 1 07/08/08 SS 07/08/08 SS 10061-02-6 Dibromofluoromelhane (S) 99% 60-135 20-120 t 07/08/08 SS 07/08/08 SS 1868-53-7 Toluene d8 (S) 99% 60-135 07/09/08 1 07/08/08 SS 07/08/08 SS 2037-26-5 4-Bromofluorobenzene (S) 129% 60-135 FO 1 07/08/08 SS 07/08/08 SS 460-00-4 Semivolatiles by EPA 8270C Analysis Desc: EPA 8100 PAH List by 8270C (S) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene l '\cenaphthylene nthracene Benzo(a)anthmcene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-dl4 (S) Wet Chemistry Analysis Desc: 254OG Percent Solids (Drywelght) Percent Solids (Dryweight) Semivolatiles by GC Preparation Method: EPA 3545 Analytical Method: EPA 8270C 63.9 mg/ICg 1.20 0.245 79.8 mg/Kg 1.20 0.292 1.58 mg/Kg 1.20 0.208 U mg/Kg 1.20 0.228 U mg/Kg 1.20 0.314 U mg/Kg 1.20 0.382 U mg/Kg 1.20 0.394 U mg/Kg 1.20 0.355 U mg/Kg 2.41 0.431 U mg/Kg 1.20 0.443 U mg/Kg 1.20 0.222 U mg/Kg 1.20 0.500 U mg/Kg 1.20 0.254 1.72 mg/Kg 1.20 0.318 U girl 1.20 0.414 30.6 mg/Kg 1.20 0.246 U mg/Kg 1.20 0.239 U mg/Kg 1.20 0.261 62% 20-120 07/09/08 49% 30-115 BFM 74 % 15-140 10 07/01/08 Analytical Method: SM 2540G 83.2% 0.1 10 07/01/08 BFM 07/09/08 FO 10 07/01/08 BFM 07/09/08 FO 10 07/01/08 BFM 07/09/08 FO 1007/01108 BFM 07/09/08 FO 1007/01/08 BFM 07/09/08 FO 10 07/01/08 BFM 07/09/08 FO 1007/01/08 BFM 07/09/08 FO 10 07/01/08 BFM 07/09/08 FO 1007/01108 BFM 07/09/08 FO 1007/01/08 BFM 07/09/08 FO 1007101/08 BFM 07/09/08 FO 1007101108 BFM 07/09/08 FO 10 07/01/08 BFM 07/09/08 FO 1007/01108 BFM 07109/08 FO 1007/01108 BFM 07/09/08 FO 1007/01/08 BFM 07/09/08 FO 10 07/01/08 BFM 07/09/08 FO 10 07/01/08 BFM 07/09/08 FO 10 07/01/08 BFM 07/09/08 FO 1007101/08 BFM 07/09/08 FO 1007/01/08 BFM 07/09/08 FO 1 07/03/08 BFM Report ID: 820732 - 415405 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproducer, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. �!„�naoeap L 90-12-0 L 91-57-6 83-32-9 208-96-8 120-12-7 56-55-3 50-32-8 205-99-2 191-24-2 207-08-9 218-01-9 53-70-3 206-44-0 86-73-7 193-39-5 91-20-3 85-01-8 129-00-0 4165-60-0 321-60-8 1718.51-0 Page 55 of 70 K Jupiter Environmental Lahoratorles,.Inc. r_t LOG# 820732 Project ID: 75-28302 Pepper Ranch LAID: 820732018 Sample ID: SS -18 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL OF 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 1007/01108 BFM 07/04/08 FO o-Terphenyl(S) 96 % 50-150 1007/01/08 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 7/18/2008 GZ FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. w�y.1 S Page 56 of 70 Jupiter Environmental Laboratories, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732019 Sample ID: SS -19 ANALYTICAL RESULTS Date Received: 6/28/2008 Date Collected: 6/27/2008 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Volatiles by EPA 8260B GC/MS w@houlthe written consentof Jupiter Environmental Laboratories, Inc.. N .eMc CAO Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5035 - 82608 (S) Analytical Method: EPA 8260B 1,1,12 -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 ri 0.002 0.00040 1 07/08/08 SS 07/08/08 SS 503-58-6 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 ri 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 mglKg 0.002 0.00020 1 07/08/08 SS 07/08/08 SS 74-83-9 Carbon tetrachloride U ri 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 07108/08 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 in & p -xylene U mg/Kg 0.004 0.00050 1 07/08/08 SS 07108/08 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, w@houlthe written consentof Jupiter Environmental Laboratories, Inc.. N .eMc CAO 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.. O trW "°t W� l'1 Y( i Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highwayupitor P Jupiter, FL 33458 Environmental Laboratories, Inc. Phone: (561)575-0030 / Fax: fl (561)575-4118 ANALYTICAL RESULTS LOG# 820732 Project 11 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 ri 0.002 0.00030 1 07/08/08 SS 07/08/08 SS 95-47-6 ten -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 mglKg 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 07108/08. 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-' 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 07/02108 BFM 07/03/08 FO 53-70-3 Fluoranlhene 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 (Dryweighl) 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.. O trW "°t W� l'1 Y( i Jupiter Environmental Laboratories, Inc- l ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone; (561)575-0030 Fax: (561)575-4118 Lab ID: 820732019 Sample ID: SS -19 Date Received: Date Collected: 6/28/2008 6/27/2008. Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Des c!.._.. ori s 1�Sby GC (S) - Preparation Method: EPA 3543 - Analytical Method: FL -PRO (OC) 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.. -neh CAO Jupiter Environmental Laboratories, Inc - LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: Sample ID: 820732021 CP -1-1' Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Dale Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 2540G Percent Solids (Dryweight) Percent Solids (Dryweight) Semivolatiles by GC Analysis Desc: EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC d -BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl (S) Analytical Method: SM 2540G 90.1 % 0.1 1 07/03/08 BFM Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) U ug/Kg 556 111 U ug/Kg 556 111 42800 ug/Kg 889 178 U ug/Kg 533 107 89.4i ug/Kg 383 76.7 U ug/Kg 328 65.6 1180 ug/Kg 411 82.2 U ug/Kg 1390 278 U ug/Kg 444 88.9 U ug/Kg 283 56.7 U ug/Kg 528 106 U ug/Kg 722 144 U ug/Kg 611 122 U ug/Kg 394 78.9 U ug/Kg 378 75.6 U ug/Kg 833 167 U ug/Kg 400 80.0 U ug/Kg 556 111 U ug/Kg 406 81.1 U ug/Kg 1220 244 U ug/Kg 833 167 249000 ug/Kg 14200 2830 0% 60-130 0% 60-130 BFM 1000 07/01/08 BFM 07/11/08 FO 72-54-8 1000 07/01/08 BFM 07/11/08 FO 72-55-9 1000 07/01/08 BFM 07/11/08 FO L 50-29-3 1000 07/01/08 BFM 07/11/08 FO 309-00-2 1000 07/01/08 BFM 07/11/08 FO 319-84-6 1000 07/01/08 BEM 07/11/08 FO 5103-71-9 1000 07/01/08 BFM 07/11/08 FO 319-85-7 1000 07/01/08 BFM 07/11/08 FO 319-86-8! 1000 07/01/08 BFM 07/11/08 FO 60-57-1 1000 07/01/08 BFM 07/11/08 FO 959-98-8 1000 07/01/08. BFM 07/11/08 FO 33213-65-9 1000 07/01/08 BFM 07/11/08 FO 1031-07-8 1000 07/01/08 BFM 07/11/08 FO 72-20-8 1000 07/01/08 BFM 07/11/08 FO 7421-93-4 1000 07/01/08 BEM 07/11/08 FO 53494-70-5 1000 07/01/08 BFM 07/11/08 FO 58-89-9 1000 07/01/08 BFM 07/11/08 FO 12789-03-6 1000 07/01/08 BFM 07/11/08 FO 76-44-8 1000 07/01/08 BFM 07/11/08 FO 1024-57-3 1000 07/01/08 BFM 07/11/08 FO 72-43-5 1000 07/01/08 BFM 07/11/08 FO 1000 07/01/08 BFM 07/11/08 FO 8001-35-2 1000 07/01/08 BFM 07/11/08 FO J2d 877-09-8 1000 07/01/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Dose: 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 7/16/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. nebc- Page 60 of 70 Jupiter Environmental Laboratories, Inc. Jupiter 50 S Old Dixie Highway Jupiter, FL 33458 Enylronlner lel Laboratories, Inc. Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS LOG# 820732 ProjectlD: 75-28302 Pepper Ranch Lab ID: 820732022 Sample ID: CP -1-2' Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG Percent Solids .Analytical Method: SM 254OG (Drywelght) „ ,:,mWim, ,. _ Percent Solids (Dryweight) 86.6% 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Doss: 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 BFM 07/09/08 FO 72-54-8 4,4' -DDE 317 ug/Kg 145 28.9 250 07/01/08 BEM 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 35.81 ug/Kg 107 21.4 250 07/01/08 BEM 07/09/08 FO 319-85-7 Q -BHC U ug/Kg 361 72.3 250 07/01/08 BFM 07/09/08 FO 319-86-8 Jieldrin 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 Telrachloro-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 30506 — 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, wilhoutthe written consent of Jupiter Environmental Laboratories, Inc.. '�'neh&. Cao Jupiter Environmental Laboratories, Inc. LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: Sample ID: 820732023 CP -1-3' Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ CAS Wet Chemistry Analysis Desc: 2540G Percent Solids (Dryweight) Percent Solids (Dryweight) Semivolatiles by GC Analytical Method: SM 2540G 90.1 % 0.1 1 07/03/08 BFM Analysis Desc: EPA 8081 by GC (S) Preparation Method: EPA 3545 1000 Analytical Method: EPA 8081 (GC) 4,4' -DDD U ug/Kg 556 111 4,4' -DDE U ug/Kg 556 111 4,4' -DDT 28200 ug/Kg 889 178 Aldrin U ug/Kg 533 107 a -BHC 159i ug/Kg 383 76.7 a -Chlordane U ug/Kg 328 65.6 b -BHC 1070 ug/Kg 411 82.2 d -BHC U ug/Kg 1390 278 Dieldrin U ug/Kg 444 88.9 EndosulfanI U ug/Kg 283 56.7 Endosulfan II U ug/Kg 528 106 Endosulfan sulfate U ug/Kg 722 144 Endrin U ug/Kg 611 122 Endrin Aldehyde U ug/Kg 394 78.9 Endrin Ketone U ug/Kg 378 75.6 g -BHC (Lindane) U ug/Kg 833 167 g -Chlordane U ug/Kg 400 80.0 Heptachlor U ug/Kg 556 111 Heptachlor epoxide U ug/Kg 406 81.1 Methoxychlor U ug/Kg 1220. 244 Total Chlordane U ug/Kg 833 167 Total Toxaphene 192000 ug/Kg 14200 2830 Tetrachloro-m-xylene (S) 0 % 60-130 FO Decachlorobiphenyl (S) 0% 60-130 07/01/08 Analysis Dose: EPA 6020 Metals SCAN Preparation Method: EPA 3050B by ICP/MS (S) 7421-93-4 1000 07/01/08 Analytical Method: EPA 6020 07/11/08 Arsenic 15 mg/Kg 0.15 0.077 1000 07/01/08 BFM 07/11/08 FO 72-54-8 1000 07/01/08 BFM 07/11/08 FO 72-55-9 1000 07/01/08 BFM 07/11/08 FO L 50-29-3 1000 07/01/08 BFM 07/11/08 FO 309-00-2 1000 07/01/08 BFM 07/11/08 FO 319-84-6 1000 07/01/08 BFM 07/11/08 FO 5103-71-9 1000 07/01/08 BFM 07/11/08 FO 319-85-7 1000 07/01/08 BFM 07/11/08 FO 319-86-8 1000 07/01/08 BFM 07/11/08 FO 60-57-1 1000 07/01/08 BFM 07/11/08 FO 959-98-8 1000 07/01/08 BFM 07/11/08 FO 33213-65-9 1000 07/01/08 BFM 07/11/08 FO 1031-07-8 1000 07/01/08 BFM 07/11/08 FO 72-20-8 1000 07/01/08 BFM 07/11/08 FO 7421-93-4 1000 07/01/08 BFM 07/11/08 FO 53494-70-5 1000 07/01/08 BFM 07/11/08 FO 58-89-9 1000 07/01/08 BFM 07/11/08 FO 12789-03-6 1000 07/01/08 BFM 07/11/08 FO 76-44-8 1000 07/01/08 BFM 07/11/08 FO 1024-57-3 1000 07/01/08 BFM 07/11/08 FO 72-43-5 1000 07/01/08 BFM 07/11/08 FO 1000 07/01/08 BFM 07/11/08 FO 8001-35-2 1000 07/01/08 BFM 07/11/08 FO J2d 877-09-8 1000 07/01/08 BFM 07/11/08 FO J2d 2051-24-3 1 07/01/08 ZS 07/01/08 ZS. 7440-38-2 Report ID: 820732 - 415405 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.. 1PC= G Page 62 of 70 Jupiter Environmental Laboratories, Inc. i LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732024 Sample ID: CP -1.4' Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid Date Collected: 6/27/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG Percen(Solids Analytical Method: SM 254OG (Dryweighl) Percent Solids(Dryweight) 86.1% 0.1 Semivolatiles by GC Analysis Desc: EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC d '-BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl (S) 1 07/03/08 BFM r'*I Preparation Method: EPA 3545 - -.. Analytical Method; EPA 8081 (GC) U ug/Kg 11.6 2.33 20 07/01/08 BFM 07/11/08 FO 72-54-8 U ug/Kg 11.6 2.33 2007101/08 BEM 07/11/08 EO 72-55-9 17.6i ug/Kg 18.6 3.72 2007101108 BFM 07/11/08 FO. 50-29-3 U ug/Kg 11.2 2.23 2007/01108 BFM 07/11/08 FO 309-00-2 7.531 ug/Kg 8.02 1.60 20 07/01/08 BEM 07/11/08 FO 319-84-6 U ug/Kg 6.86 1.37 20 07/01/08 BFM 07/11/08 FO 5103-71-9 199 ug/Kg 8.60 1.72 2007101/08 BFM 07/11/08 FO 319-85-7 18.51 ug/Kg 29.1 5.81 2007/01/08 BFM 07/11/08 FO 319-86-8 U ug/Kg 9.30 1.86 20 07/01/08 BEM 07/11/08 FO 60-57-1 U ug/Kg 5.93 1.19 20 07/01/08 BFM 07/11/08 FO 959-98-8 U ug/Kg 11.0 2.21 2007/01/08 BFM 07/11/08 FO 33213-65-9 U ug/Kg 15.1 3.02 2007101/08 BFM 07/11/08 FO 1031-07-8 U ug/Kg 12.8 2.56 20 07/01/08 BFM 07/11/08 FO 72-20-8 U ug/Kg 8.26 1.65 20 07/01/08 BFM 07/11/08 FO 7421-93-4 U ug/Kg 7.91 1:58 2007101/08 BFM 07/11/08 FO 53494-70-5 24.4 ug/Kg 17.4 3.49 2007/01/08 BFM 07/11/08 FO 58-89-9 U ug/Kg 8.37 1.67 20 07/01/08 BEM 07/11/08 FO 12789-03-6 U ug/Kg 11.6 2.33 20 07/01/08 BFM 07/11/08 FO 76-44-8 U ug/Kg 8.49 1.70 2007/01/08 BFM 07/11/08 FO 1024-57-3 U ug/Kg 25.6 5.12 2007101/08 BEM 07/11/08 FO 72-43-5 U ug/Kg 17.4 3.49 20 07/01/08 BEM 07/11/08 FO 508 ug/Kg 297 59.3 20 07/01/08 BFM 07/11/08 FO 8001-35-2 101 % 60-130 2007/01/08 BEM 07/11/08 FO 877-09-8 102 % 60-130 2007/01108 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 Report ID: 820732 - 415405 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.. ZS 7440-38-2 Page 63 of 70 0 Jupiter Jupiter Environmental Laboratories, Inc. 150 S Old Dixie Highway Jupiter, FL 33458 Environmental Laboratories, Inc. Phone: (561)575-0030 k Fax: (561)575-0118 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 OF Prepared By Analyzed By Oual CAS Wet Chemistry Analysis Desc: 254OG Percent Solidii:qEMW Analytical Method: SM 254OG (Dryweight) Percent Solids(Dryweighl) 84.7% 0.1 1 07/03/08 BEM 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 BEM 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 BFM 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 BEM 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 BEM 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 BEM 07/09/08 FO 76-44-8 Heptachlor epoxide Uug/Kg 0.432 0.086 107/01/08 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 3.02 107/01/08 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 7/18/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent ofJupiter Environmental Laboratories, Inc.. Page 64 of 70 Jupiter Environmental Laboratories, Inc. Jupiter 150 S. Old Dixie Highway Jupiter, FL 33458 Emdmnmental Lahnrntodes, Inc- Phone: (561)575-0030 t 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 Qua] CAS Wet Chemistry Analysis Desc: 254OG Percent Solids 1111PIWAnalyfical Method: SM 2540G - (Oryweight) 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 24.21 ug/Kg 50.3 10.1 5007/01/08 BFM 07/09/08 FO 50-29-3 Aldrin U ug/Kg 30.2 6.04 5007101/08 BFM 07/09/08 FO 309-00-2 a -BHC U ug/Kg 21.7 4.34 5007/01108 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 5007/01108 BFM 07/09/08 FO 319-86-8 Jielddn U ug/Kg 25.2 5.03 5007101108 BFM 07/09/08 FO 60-57-1 Endosulfan I U ug/Kg 16.0 3.21 5007101108 BFM 07/09/08 FO 959-98-8 Endosulfan It 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 5007101/08 BFM 07/09/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 22.3 4.47 5007101/08 BFM 07/09/08 FO 7421-93-4 Endrin Ketone U ug/Kg 21.4 4.28 5007101/08 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 uglKg 22.6 4.53 50 07/01/08 BFM 07/09/08 FO 12789-03-6 Heptachlor U ug/Kg 31.4 6.29 5007/01/08 BFM 07/09/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 23.0 4.59 5007/01108 BFM 07/09/08 FO 1024-57-3 Methoxychlor U ug/Kg 69.2 13.8 5007101/08 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 6131 ug/Kg 802 160 5007/01108 BFM 07/09/08 FO 8001-35-2 Tetrachloro-m-xylene (S) 0% 60-130 5007101108 BFM 07/09/08 FO J2d 877-09-8 Decachlorobiphenyl (S) 0% 60-130 5007101/08 BFM 07/09/08 FO J2d 2051-24-3 Analysis Desc: EPA6020 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.. w �y}W n ti `CAO Jupiter Jupiter Environmental Old Dixie High Inc. 50 S Old Dixie Highway Jupiter, FL 33458 Environmental Labornlgrles, Inc. Phone: (561)575-0030 ` 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 Solid ji� Analytical Method: SM 254OG (Dryweight) Percent Solids (Dryweight) 81.0% 0.1 1 07/03/08 BFM Semivolatiles by GC Analysis Deae:.EPA 8081 by GC (S) reparation Method: EPA 3545 SUMAnalytical 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 BEM 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 BEM 07/09/08 FO 7421-93-4 Endrin Ketone U uglKg 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 ug1Kg 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 BEM 07/09/08 FO 72-43-5 Total Chlordane U ug1Kg 92.6 18.5 100 07/01108 BFM 07/09/08 FO Total Toxaphene 13801 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 30506 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 OF ANALYSIS j This report shall not be reproduced, except in full, Plv without the written consent of Jupiter Environmental A v Laboratories, Inc.. G Jupiter Environmental Labnratorles, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboralodes, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732028 Sample ID: CP -3.2 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua] CAS Wet Chemistry Analysis Desc: 254OG Percent Solids Analytical Method: SM 254OG (Drywe]ght) r_ Percent Solids (Dryweight) 95.3% 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 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 EndosulfanI 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 07109/08 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 30508 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.. CAO Jupiter {� Environmental Laboratorles, Inc. 1�- LOG# 820732 Project ID: 75-28302 Pepper Ranch Lab ID: 820732029 Sample ID: MT -1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax; (561)575-4118 ANALYTICAL RESULTS Date Received: 6/28/2008 Matrix: Soil/Solid 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 8260B (S) 1,2 -Dichlorobenzene 1,3 -Dichlorobenzene 1,4 -Dichlorobenzene Benzene Chlorobenzene Ethylbenzene Toluene m & p -xylene o -Xylene tert-Butyl methyl ether (MTBE) Dibromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: EPA 8100 PAH List by 8270C (S) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranlhene Fluorene I ndeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) Report ID: 820732-415405 7/18/2008 Preparation Method: EPA 5035/5030B Analytical Method: EPA 8260B U mg/Kg 0.103 0.015 50 07/09/08 SS 07/10/08 SS 95-50-1 U mg/Kg 0.103 0.010 50 07/09/08 SS 07/10/08 SS 541-73-1 U mg/Kg 0.103 0.010 5007/09108 SS 07/10/08 SS 106-46-7 U all 0.103 0.010 5007/09/08 SS 07/10/08 SS 71-43-2 U mg/Kg 0.103 0.026 5007/09108 SS 07/10/08 SS 108-90-7 0.628 mg1Kg 0.103 0.021 5007/09108 SS 07/10/08 SS 100-41-4 U all 0.258. 0.062 5007109108 SS 07/10/08 SS 108-88-3 1.56 mg/Kg 0.206 0.026 5007109108 SS 07/10/08 SS 1330-20- 7[m,p] 1.36 mg/Kg 0.103 0.015 50 07/09/08 SS 07/10/08 SS 95-47-6 U mg/Kg 0.103 0.021 50 07/09/08 SS 07/10/08 SS 1634-04-4 86% 60-135 5007/09108 SS 07/10/08 SS 1868-53-7 . 91 % 60-135 5007/09/08 SS 07/10/08 SS 2037-26-5( 96% 60-135 5007109/08 SS 07/10/08 SS 460-00-4 Preparation Method: EPA 3545 ' Analytical Method: EPA 82700 16.9 mg/Kg 6.02 1.22 5007/01108 BFM 07/04/08 FO 90-12-0 23.6 mg/Kg 6.02 1.46 5007101/08 BFM 07/04/08 FO 91-57-6 U all 6.02 1.04 5007/01108 BFM 07/04/08 FO 83-32-9 U mg/Kg 6.02 1.14 5007/01108 BFM 07/04/08 FO 208-96-8 U mg/Kg 6.02 1.57 50 07/01/08 BFM 07/04/08 FO 120-12-7 U mg/Kg 6.02 1.91 50 07/01/08 BFM 07/04/08 FO 56-55-3 U all 6.02 1.97 5007/01/08 BFM 07/04/08 FO 50-32-8 U mg/Kg 6.02 1.78 5007/01/08 BFM 07/04/08 FO 205-99-2 U mg/Kg 12.0 2.16 5007101108 BFM 07/04/08 FO 191-24-2 U mg/Kg 6.02 2.22 5007/01108 BFM 07/04/08 FO 207-08-9 U mg/Kg 6.02 1.11 5007/01/08 BRM 07/04/08 FO 218-01-9 U mg/Kg 6.02 2.50 5007/01108 BFM 07/04/08 FO 53-70-3 U mg/Kg 6.02 1.27 50 07/01/08 BFM 07/04/08 FO 206-44-0 U mg/Kg 6.02 1.59 50 07/01/08 BFM 07/04/08 FO 86-73-7 U mg/Kg 6.02 2.07 5007/01/08 BFM 07/04/08 FO 193-39-5 5.21i mg/Kg 6.02 1.23 5007/01108 BFM 07/04/08 FO 91-20-3 12.8 mg/Kg 6.02 1.19 5007/01108 BFM 07/04/08 FO 85-01-8 U mg/Kg 6.02 1.31 50 07/01/08 BFM 07/04/08 FO 129-00-0 0% 20-120 50 07/01/08 BEM 07/04/08 FO J2d 4165-60-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. mpg m_�w1p;��•'�'- i'�' l 6-r1a� Page 68 of 70 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820732 Project ID: 75-28302 Pepper Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820732029 Sample ID: MT -1 Date Received: Date Collected: 6/28/2008 6/27/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua] CAS 2-Fluorobiphenyl (S) 0% 30-115 50 07/01/08 BFM 07/04/08 FO J2d 321-60-8 p-Terphenyl-dl4 (S) 0% 15-140 50 07/01/08 BEM 07/04/08 FO J2d 1718-51-0 Wet Chemistry Analysis Desc: 254OG Percent Solids Analytical Method: SM 2540G (Dryweight) Percent Solids (Dryweight) 96.6 % 0.1 1 07/03/08 BFM Semivolatlles by GC Analysis Desi; 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.. ''r'lela' 6 Jupiter ,.F0 Environmental Laboratories, Inc. ANALYTICAL_ RESULTS QUALIFIERS LOG# 820732 Project ID: 75-28302 Pepper Ranch PARAMETER QUALIFIERS Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 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] 1 =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 "P' 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 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.. Page 70 of 70 Jupiter Jupiter Environmental Laboratories, Inc. 0 S Dixiter, Highway Ju Jupiter, FL 33458 Environmental Laboratories, Inc- Phone: (561)575-0030 Fax: (661)575-4118 www.jupitedabs.com cllentservices@upilerlabs.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 (heir 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 kbaidwin@jupiterlabs.com Enclosures Report ID: 820741 - 414230 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.. yuxre Vim' Page 1 of 50 Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID Sample ID 820741001 CP -19-1 820741002 CP -19-2 820741003 CP -20-1 820741004 CP -20-2 820741005 CP -21-1 820741006 CP -21-2 820741007 MTW-1 820741008 820741009. 820741010 CPW-1 820741011 CP -9-11 820741012 CP -9-2 820741013 CP -10-1 820741014 CP -10-2 Report ID: 820741 - 414230 7/15/2008 SAMPLE ANALYTE COUNT Method EPA 6020 EPA 8081 (GC) SM 254OG EPA 6020 EPA 8081 (GC) SM 2540G EPA6020 EPA 8081 (GC) SM 254OG EPA 6020 EPA 8081 (GC) SM 254OG EPA 6020 EPA 8081 (GC) SM 2540E EPA 6020 EPA 8081 (GC) SM 254OG FL -PRO (GC) EPA 8260B EPA 8310 List by 8270C SIM EPA 200.8 (Total) EPA6020 EPA 8081 (GC) SM 2540G EPA 6020 EPA 8081 (GC) SM 254OG EPA6020 EPA 8081 (GC) SM 254OG EPA 6020 EPA 8081 (GC) SM 254OG FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, withoutthe written consent of Jupiter Environmental Laboratories, Inc.. 'neh Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (661)576-0030 Fax: (561)575-4118 Analytes Reported 1 24 1 1 24 1 1 24 1 1 24 1 1 24 1 1 t 24 1 3 44 21 1 1 24 1 1 24 1 1 24 1 1 24 1 Page 2 of 50 Jupiter Environmental Laboratories, Inc. SAMPLE ANALYTE COUNT LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4118 Analytes Lab ID Sample ID Method Reported 620741015 CP -11-2 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741016 CP -11-1 EPA 6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741017 CP -12-1 EPA6020 1 EPA 8081 (GC) 24 SM 2540G 1 820741018 CP -12-2 EPA 6020 1 EPA 8081 (GC) 24 SM 254OG 1 820741019 CP -13-1 EPA 6020 1 EPA 8081 (GG) 24 SM 2540E 1 Y 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.. Ap Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID Sample ID 820741026 CP -16-2 820741027 CP -17-1 820741028 CP -17-2 820741029 CP -18-1 820741030 CP -18-2 820741031 CP -4-1 820741032 CP -4-2 820741033 CP -5-1 820741034 CP -5-2 820741035 CP -6-1 820741036 CP -6-2 820741037 CP -7-1 Report ID: 820741 - 414230 711512008 SAMPLE ANALYTE COUNT Method EPA 8081 (GC) SM 2540G EPA 6020 EPA 8081 (GC) SM 2540G EPA 6020 EPA 8081 (GC) SM 2540G EPA 6020 EPA 8081 (GC) SM 2540G EPA 6020 EPA 8081 (GC) SM 254OG EPA 6020 EPA 8081 (GC) SM 2540G EPA 6020 EPA 8081 (GC) SM 25406 EPA 6020 EPA 8081 (GC) SM 254OG EPA 6020 EPA 8081 (GC) SM 2540G EPA 6020 EPA 8081 (GC) SM 2540G EPA6020 EPA 8081 (GC) SM 254OG EPA 6020 EPA 8081 (GC) FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. `nelac Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Analytes Reported 24 1 1 24 1 1 24 1 1 24 1 1 24 1 1 24 1 1 24 1 1 24 1 1 24 1 1 24 1 1 24 1 1 24 Page 4 of 50 Jupiter Environmental Lahoratgrles, Inc. ( ,r SAMPLE ANALYTE COUNT LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID Sample ID Method Analytes Reported 820741037 CP -7-1 SM 2540G 1 82 0741 03 8 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 254OG 1 820741041 CPW-1 EPA 8081 (GC) 24 Report ID: 820741 - 414230 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental LabemtOflee, Inc.. 3r. Page 5 of 50 Jupiter Environmental Laboratories, Inc. SAMPLE SUMMARY LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 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/Sotid 61301200812:55 7/1/200811:30 820741003 CP -20-1 Soil/Solid 6/30/200813:05 7/11200811:30 820741004 CP -20-2 Soil/Solid 6/30/200813:05 7/1/200811:30 820741005 CP -21-1 Soil/Solid 6/30/2008 13:15 7/1/2008 11:30 820741006 CP -21-2 Soil/Solid 6/30/200813:15 7/1/200811:30 820741007 MTW-1 Aqueous Liquid 6/30/200815:01 7/1/2008 11:30 820741008 MTW-1 Aqueous Liquid 6/301200815:01 7/1/2008 11:30 820741009 - MTW-1 Aqueous Liquid 6/301200815:01 711/200811:30 820741010 CPW-1 Aqueous Liquid 6/30/2008 16:10 7/1/200811:30 820741011 CP -9-1 Soil/Solid 6/30/200811:00 7/1/200811:30 820741012 CP -9-2 Soil/Solid 6/301200811:00 7/1/200811:30 820741013 CP -10-1 Soil/Solid 6130/200811:16 711/200811:30 820741014 CP -10-2 Soil/Solid 6/30/200811:16 7/1/200811:30 820741015 CP -11-2 Soil/Solid 6130/200811:22 7/1/200811:30 820741016 CP -11-1 Soil/Solid 6/30/200811:22 7/1/200811:30 820741017 CP -12-1 Soil/Solid 6/30/200811:27 7/1/200811:30 820741018 CP -12-2 Soil/Solid 6/30/2008 11:27 7/1/2008 11:30 820741019 CP -13-1 Soil/Solid 6/301200811:33 711/200811:30 820741020 CP -13-2 Soil/Solid 6/30/200811:33 7111200811:30 820741021 CP -14-1 Soil/Solid 6/30/200811:45 711/200811:30 820741022 CP -14-2 Soil/Solid 6130/200811:45 7/11200811:30 820741023 CP -15-1 Soil/Solid 6/30/200811:53 7/11200811:30 820741024 CP -15-2 Soil/Solid 6/30/2008 11:53 7/1/2008 11:30 820741025 CP -16-1 Soil/Solid 6/301200812:08 7/1/200811:30 820741026 CP -16-2 Soil/Solid 6/30/200812:08 7/11200811:30 820741027 CP -17-1 Soil/Solid 6/30/200812:25 7/1/200811:30 820741028 CP -17-2 Soil/Solid 6/30/200812:25 711/200811:30 820741029 CP -18.1 Soil/Solid 6/30/200812:30 7/1/200811:30 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 6/30/200810:15 7/1/200811:30 820741033 CP -5-1 Soil/Solid 6/30/200810:25 7/1/200811:30 820741034 CP -5-2 Soil/Solid 6130/200810:25 7/1/200811:30 Report ID: 820741 - 414230 7/15/2008 N FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. " 'r§; Page 6 of 50 Jupiter Environmental Laboratories, Inc. SAMPLE SUMMARY LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID Sample ID Matrix Date Collected Date Received 820741035 CP -6-1 Soil/Solid 6/30/200810:35 7/1/200811:30 820741036 CP -6-2 Soil/Solid 6/30/200810:35 7/1/200811:30 820741037 CP -7-1 Soil/Solid 6/30/200810:45 7/1/200811:30 820741038 CP -7-2 Soil/Solid 6/30/200810:45 7/1/200811:30 820741039 CP -8-1 Soll/Solid 6/30/200810:50 7/1/200811:30 820741040 CP -8-2 Soil/Solid 6/30/200810:50 7/1/200811:30 820741041 CPW-1 Aqueous Liquid 6/30/200816:10 7/1/200811:30 Report ID: 820741 - 414230 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.. `nehc-_ Page 7 of 50 Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741001 Sample ID: CP -19.1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Dale Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 2540G Percent Solid; _ ::Analytical Method: SM 254OG (Dryweight) Percent Solids (Dryweight) 91.1% 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 199 ug/Kg 5.49 1.10 4,4' -DDE 115 ug/Kg 5.49 1.10 4,4' -DDT 24.3 ug/Kg 8.79 1.76 Aldrin U ug/Kg 5.27 1.05 a -BHC U ug/Kg 3.79 0.758 a -Chlordane U ug/Kg 3.24 0.648 b -BHC 1.541 ug/Kg 4.07 0.813 d -BHC U ug/Kg 13.7 2.75 Dieldrin U ug/Kg 4.40 0.879 Endosulfan I U ug/Kg 2.80 0.560 Endosulfan II U ug/Kg 5.22 1.04 Endosulfan sulfate U ug1Kg 7.14 1.43 Endrin U ug/Kg. 6.04 1.21 Endrin Aldehyde U ug/Kg 3.90 0.780 Endrin Ketone U ug/Kg 3.74 0.747 g -BHC (Lindane) U ug/Kg 8.24 1.65 g -Chlordane U ug/Kg 3.96 0.791 Heptachlor U ug/Kg 5.49 1.10 Heptachlor epoxide U ug/Kg 4.01 0.802 Methoxychlor U ug/Kg 12.1 2.42 Total Chlordane U ug/Kg 8.24 1.65 Total Toxaphene 752 ug/Kg 140 28.0 Tetrachloro-m-xylene (S) 113% 60-130 BFM Decachlorobiphenyl (S) 231 % 60-130 10 07/09/08 10 07/09/08 BFM 07/10/08 FO n L 72-54-8 1007/09/08 BFM 07/10/08 FO 72-55-9 1007109/08 BFM 07/10/08 EO 50-29-3 1007109108 BEM 07/10/08 FO 309-00.2 W 07/09/08 BFM 07/10/08 FO 319-84-6 10 07/09/08 BFM 07/10/08 FO 5103-71-9 10 07/09/08 BFM 07/10/08 FO 319-85-7 1007/09108 BEM 07/10/08 FO 319-86-8 1007/09/08 BFM 07/10/08 FO 60-57-1 10.07/09/08 BFM 07/10/08 FO 959-98-8 10 07/09/08 BFM 07/10/08 FO 33213-65-9 10 07/09/08 BFM 07/10/08 FO 1031-07-8 1007109108 BFM 07/10/08 FO 72-20-8 1007109108 BFM 07/10/08 FO 7421-93-4 1007/09/08 BFM 07/10/08 FO 53494-70-5 10 07/09/08 BFM 07/10/08 FO 58-89-9 1007/09108 BFM 07/10/08 FO 12789-03-6 1007/09108 BFM 07/10/08 FO 76-44-8 1007109108 BFM 07/10/08 FO 1024-57-3 10 07/09/08 BFM 07/10/08 FO 72-43-5 10 07/09/08 BFM 07/10/08 FO 1007109108 BFM 07/10/08 FO 8001-35-2 1007109/08 BEM 07/10/08 FO 877-09-8 10 07/09/08 BFM 07/10/08. FO J2d 2051-24-3 Analysis Desc: EPA 6020 Metals SCAN Preparation Method: EPA 305013 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 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Envirenmental Laboratenes, Inc.. ��naen.e Page 8 of 50 " Jupiter Environmental Lahorntorks, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Labomlones, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575A118 Lab ID: 820741002 Sample ID: CP -19-2 Date Received: Dale Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[. CAS Wet Chemistry Analysis Desc: 254OG Percent Solids Analytical Method: SM 2540G (Drywelght) 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 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 1007/09/08 BFM 07/10/08 FO 72-55-9 4,4' -DDT U ug/Kg 8.70 1.74 1007/09108 BFM 07/10/08 FO 50-29-3 Aldrin U ug/Kg 5.22 1.04 1007109108 BFM 07/10/08 FO 309-00-2 a -BHC U ug/Kg 3.75 0.750 1007/09/08 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 1.051 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 iieldrin U ug/Kg 4.35 0.870 1007109108 BFM 07/10/08 FO 60-57-1 Endosuffan I U ug/Kg 2.77 0.554 1007109108 BFM 07/10/08 FO 959-98-8 Endosuffan II U ug/Kg 5.16 1.03 1007109/08 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 1007/09/08 BFM 07/10/08 FO 7421-93-4 Endrin Ketone U ug/Kg 3.70 0.739 1007109108 BFM 07/10/08 FO 53494-70-5 g -BHC (Lindane) U ug/Kg 8.15 1.63 1007109/08 BFM 07/10/08 FO 58-89-9 g -Chlordane U ug/Kg 3.91 0.783 1007/09/08 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 1007/09108 BFM 07110/08 FO 72-43-5 Total Chlordane U ug/Kg 8.15 1.63 1007/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 139 27.7 1007109/08 BEM 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 30508 - - - 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.. ris. AO nelac Jupiter Environmental Laboratories, Inc. u i ter 50 S Old Dixie Highway !n%noemenfal Jupiter, FL 33458 Laboratories, Inc. �k f Phone: (561)575-0030 i (` Fax: (561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741003 Dale 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 OF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 2540G PercentSolids Analylical Method: SM 254OG (Dryweighi) - - Percent Solids (Dryweighl) 90.1 % 0.1 1 07/07108 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 11.41 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 BEM 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, L7� without the written consent of Jupiter Environmental Laboratories, Inc.. nelac Jupiter EnAronlnenfal Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741004 Sample ID: CP -20-2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/200811:30 Matrix: Soil/Solid Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wel Chemistry Analysis Desc: 2540G Percent Solids,- Analytical Method: SM 254OG (Dryweighl) Percent Solids (Dryweighl) 93.5% 0.1 Semivolatiles by GC Analysis Desc: EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC '-BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl (S) 07/07/08 BFM Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) U ug/Kg 0.535 0.107 1 07/09/08 BFM 07/10/08 FO 72-54-8 2.49 ugft 0.535 0.107 1 07/09/08 BFM 07/10/08 FO 72-55-9 U ug/Kg 0.856 0.171 1 07/09/08 BFM 07/10/08 FO 50-29-3 U ug/Kg 0.513 0.103 1 07/09/08 BFM 07/10/08 FO 309-00-2 U ug/Kg 0.369 0.074 1 07/09/08 BEM 07/10/08 FO 319-84-6 U ug/Kg 0.316 0.063 1 07/09/08 BFM 07/10/08 FO 5103-71-9 U ugi 0.396 0.079 1 07/09/08 BFM 07/10/08 FO 319-85-7 U ug/Kg 1.34 0.267 1 07/09/08 BFM 07/10/08 FO 319-86-8 U ug/Kg 0.428 0.086 1 07/09/08 BFM 07/10/08 FO 60-57-1 U ug/Kg 0.273 0.055 1 07/09/08 BFM 07/10/08 FO 959-98-8 U ugi 0.508 0.102 1 07/09/08 BFM 07/10/08 FO 33213-65-9 U ug/Kg 0.695 0.139 1 07/09/08 BFM 07/10/08 FO 1031-07-8 U ug/Kg 0.588 0.118 1 07/09/08 BFM 07/10/08 FO 72-20-8 U ug/Kg 0.380 0.076 1 07/09/08 BFM 07/10/08 FO 7421-93-4 U ug/Kg 0.364 0.073 1 07/09/08 BEM 07/10/08 FO 53494-70-5 U ug/Kg 0.802 0.160 1 07/09/08 BFM 07/10/08 FO 58-89-9 U ug/Kg 0,385 0.077 1 07/09/08 BFM 07/10/08 FO 12789-03-6 U ug/Kg 0.535 0.107 1 07/09/08 BFM 07110/08 FO 76-44-8 U ug/Kg 0.390 0.078 1 07/09/08 BFM 07/10/08 FO 1024-57-3 U ug/Kg 1.18 0.235 1 07/09/08 BFM 07/10/08 FO 72-43-5 U ug/Kg 0.802 0.160 1 07/09/08 BFM 07/10/08 FO U ugi 13.6 2.73 1 07/09/08 BFM 07/10/08 FO 8001-35-2 93% 60-130 1 07/09/08 BFM 07/10/08 FO 877-09-8 135 % 60-130 1 07/09/08 BFM 07/10/08 FO J2 2051-24-3 Analysis Desc: EPA 6020 Metals SCAN Preparation Method: EPA 30508 - 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.. nelac-- O CAO Jupiter Environmental Lahorabotles, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741005 Sample ID: CP -21.1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/200811:30 Matrix: Soil/Solid Dale Collected: 6130/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 2540G Percent Solids Analytical Method: SM 254OG (DtywelghQ Jam_ Percent Solids (Dryweight) 97.8 .1 0.1 Semivolatiles by GC AOaI.. s.Desc: EPA 8081 by GC (S) � Preparation Method: EPA 3545 a Analytical Method: EPA 8081 (GC) 4,4' -DDD 73.9 ug/Kg 25.5 5.10 4,4' -DDE 129 ug/Kg 25.5 5.10 4,4' -DDT 51.5 ug/Kg 40.8 8.16 Aldrin U ug/Kg 24.5 4.90 a -BHC U ug/Kg 17.6 3.52 a -Chlordane U ug/Kg 15.1 3.01 b -BHC 9.391 ug/Kg 18.9 3.78 d -BHC U ug/Kg 63.8 12.8 Dieldrin U ug/Kg 20.4 4.08 Endosulfan 1 U ug/Kg 13.0 2.60 Endosulfan II U ug/Kg 24.2 4.85 Endosulfan sulfate U ug/Kg 33.2 6.63 Endrin U ug/Kg 28.1 5.61 Endrin Aldehyde U ug/Kg 18.1 3.62 Endrin Ketone U ug/Kg 17.3 3.47 g -BHC (Lindane) U ug/Kg 38.3 7.65 g -Chlordane U ug1Kg 18.4 3.67 Heptachlor U ug/Kg 25.5 5.10 Heptachlor epoxide U ug/Kg 18.6 3.72 Methoxychlor U ug/Kg 56.1 11.2 Total Chlordane U ug/Kg 38.3 7.65 Total Toxaphene 4050 ug/Kg 651 130 Tetrachloro-m-xylene (S) 0% 60-130 1024-57-3 Decachlorobiphenyl(S) 0% 60-130 FO Analysis Desc: EPA 6020 Metals SCAN Preparation Method: EPA 30508 by ICP/MS (S) Analytical Method: EPA 6020 6.3 mg/Kg 0.14 0.070 1 07/02/08 ZS Arsenic Report ID: 820741 - 414230 7/15/2008 1 07/07/08 BEM 50 07/09/08 BEM 07/10/08 FO 72-54-8 5007/09/08 BEM 07/10/08 FO 72-55-9 50 07/09/08 BEM 07/10/08 FO 50-29-3 50 07/09/08 BFM 07/10/08 FO 309-00-2 5007/09/08 BFM 07/10/08 FO 319-84-6 5007/09/08 BFM 07/10/08 FO 5103-71-9 5007109108 BEM 07/10/08 FO 319-85-7 5007109/08 BEM 07/10/08 FC 319-86-8f 5007/09108 BFM 07/10/08 FO 60-57-1` 50 07/09/08 BFM 07/10/08 FO 959-98-8 50 07/09/08 BFM 07/10/08 FO 33213-65-9 6007/09108 BFM 07/10/08 FO 1031-07-8 5007/09108 BFM 07/10/08 FO 72-20-8 5007109/08 BFM 07/10/08 FO 7421-93-4 50 07/09/08 BEM 07/10/08 FO 53494-70-5 50 07/09/08 BFM 07/10108 FQ 58-89-9 6007/09/08 BFM 07/10/08 EO 12789-03-6 5007109108 BFM 07/10/08 FO 76-44-8 5007109108 BFM 07/10/08 FO 1024-57-3 5007109108 BEM 07/10/08 FO 72-43-5 50 07/09/08 BFM 07/10/08 FO 50 07/09/08 BEM 07/10/08 FO 8001-35-2 50 07/09/08 BFM 07/10/08 FO J2d 877-09-8 50 07/09/08 BFM 07/10/08 FO J2d 2051-24-3 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced,except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. 07/02/08 ZS 7440-38-2 Page 12 of 50 Jupiter Environmental Labormorle5, Inc. ( LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 828741666 Sample ID: CP -21.2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone; (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 2540G Percent Solids (Drywelghl) Percent Solids (Dryweight) 97.7 % Seal by GC Analysis Desc, EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC ( -BHC jieldrin Endosu8anl Endosulfan II Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl(S) Analysis Desc: EPA 6020 Metals SCAN by ICP/MS (S) Arsenic Analytical Method: SM 254OG 0.1 Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) 200 ug/Kg 51.3 10.3 200 ug/Kg 51.3 10.3 U ug/Kg 82.1 16.4 U ug/Kg 49.2 9.85 U ug/Kg 35.4 7.08 U ug/Kg 30.3 6.05 222 ug/Kg 37.9 7.59 U ug/Kg 128 25.6 U ug/Kg 41.0 8.21 U ug/Kg 26.2 5.23 U ug/Kg 48.7 9.74 U ug/Kg 66.7 13.3 U ug/Kg 56.4 11.3 U ug/Kg 36.4 7.28 U ug/Kg 34.9 6.97 U ug/Kg 76.9 15.4 U ug/Kg 36.9 7.38 U ug/Kg 51.3 10.3 U ug/Kg 37.4 7.49 U ug/Kg 113 22.6 U ug/Kg 76.9 15.4 10700 ug/Kg 1310 262 0% 60-130 100 07/09/08 0% 60-130 FO Preparation Method: EPA 3050B Analytical Method: EPA 6020 3.6 mg/Kg 0.14 0.070 07/07/08 BFM 100 07/09/08 BFM 07/10/08 FO 72-54-8 100 07/09/08 BEM 07/10/08 FO 72-55-9 100 07/09/08 BFM 07/10/08 FO 50-29-3 100 07/09/08 BFM 07/10/08 FO 309-00-2 100 07/09/08 BFM 07/10/08 FO 319-84-6 100 07/09/08 BFM 07/10/08 FO 5103-71-9 100 07/09/08 BFM 07/10/08 FO 319-85-7 100 07/09/08 BFM 07/10/08 FO 319-86-8 100 07/09/08 BFM 07/10/08 FO 60-57-1 100 07/09/08 BFM 07/10/08 FO 959-98-8 100 07/09/08 BFM 07/10/08 FO 33213-65-9 100 07/09/08 BFM 07/10/08 FO 1031-07-8 100 07/09/08 BFM 07/10/08 FO 72-20-8 100 07/09/08 BFM 07/10/08 FO 7421-93-4 100 07/09/08 BFM 07/10/08 FO 53494-70-5 100 07/09/08 BFM 07/10/08 FO 58-89-9 100 07/09/08 BFM 07/10/08 FO 12789-03-6 100 07/09/08 BFM 07/10/08 FO 76-44-8 100 07/09/08 BFM 07/10/08 FO 1024-57-3 100 07/09/08 BFM 07/10/08 FO 72-43-5 100 07/09/08 BFM 07/10/08 FO 100 07/09/08 BFM 07/10/08 FO 8001-35-2 100 07/09/08 BFM 07/10/08 FO J2d 877-09-8 100 07/09/08 BFM 07/10/08 FO J2d 2051-24-3 107/02/08 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.. �, yx ncc Jupiter kv Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741011 Sample ID: CP -9-1 Jupiter Environmental Laboratories, Inc. 150.5. Old Dixie Highway Jupiter, FL 33458 Phone: (561)576-0030 / Fax: (561)575-4118 (l ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/2008.11:00 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ CAS Wet Chemistry Analysis Desc: 2540G Percent Solids Analytical Method: SM 254OG (Dryweight) -4L� Percent Solids(Dryweight) 92.0% 0.1 Semivolatiles by GC Analysis Doss: EPA 8081 by GC (S Preparation Method: EPA 3545 Analysis Desc: EPA 6020 Metals SCAN Preparation Method: EPA 30508 by ICP/MS (S) Analytical Method: EPA 6020 Arsenic 0.16 mg/Kg 0.15 0.075 I Analytical Method: EPA 8081 (GC) 4,4' -DDD 0.1831 uglKg 0.543 0.709 4,4' -DDE 0.2981 ug/Kg 0.543 0.109 4,4' -DDT U ug/Kg 0.870 0.174 Aldrin U ug/Kg 0.522 0,104 a -BHC U ug/Kg 0.375 0.075 a -Chlordane U ug/Kg 0.321 0.084 b -BHC U ug/Kg 0.402 0.080 d -BHC U ug/Kg 1.36 0.272 Dieldrin U ug/Kg 0.435 0.087 Endosulfan I U ug/Kg 0.277 0.055 Endosulfan II U ug/Kg 0.518 0.103 Endosulfan sulfate U ug/Kg 0.707 0.141 Endrin U ug/Kg 0.598 0.120 Endrin Aldehyde U ug/Kg 0.386 0.077 Endrin Ketone U ug/Kg 0.370 0.074 g -BHC (Lindane) U ug/Kg 0.815 0.163 g -Chlordane U ug/Kg 0.391 0.078 Heptachlor U ug/Kg 0.543 0.109 Heptachlor epoxide U ug/Kg 0.397 0.079 Methoxychlor U ug/Kg 1.20 0.239 Total Chlordane U ug/Kg 0.815 0.163 Total Toxaphene U ug/Kg 13.9 2.77 Tetrachloro-m-xylene (S) 80% 60-130 Decachlorobiphenyl (S) 68 % 07/07/08 BFM 1 07/09/08 BFM 07/10/08 FO 72-54-8 1 07/09/08 BFM 07/10/08 FO 72-55-9 1 07/09/08 BEM 07/10/08 FO 50-29-3 1 07/09/08 BFM 07/10/08 FO 309-00-2 1 07/09/08 BEM 07/10/08 FO 319-84-6 1 07/09/08 BFM 07/10/08 FO 5103-71-9 1 07/09/08 BFM 07/10/08 FO 319-85.7 1 07/09/08 BFM 07/10/08 FO 319-86-8 107/09/08 BFM 07/10/08 FO 60-57-1 1 07/09/08 BFM 07/10/08 FO 959-98-8 1 07/09/08 BFM 07/10/08 FO 33213-65-9 107/09/08 BFM 07/10/08 FO 1031-07-8 1 07/09/08 BFM 07/10/08 FO 72-20-8 1 07/09/08 BFM 07/10/08 FO 7421-93-4 1 07/09/08 BFM 07/10/08 FO 53494-70-5 1 07/09/08 BEM 07/10/08 FO 58-89-9 1 07/09/08 BEM 07/10/08 FO 12789-03-6 1 07/09/08 BFM 07/10/08 FO 76-44-8 1 07/09/08 BFM 07/10/08 60-130 1 07/09/08 07/07/08 BFM 1 07/09/08 BFM 07/10/08 FO 72-54-8 1 07/09/08 BFM 07/10/08 FO 72-55-9 1 07/09/08 BEM 07/10/08 FO 50-29-3 1 07/09/08 BFM 07/10/08 FO 309-00-2 1 07/09/08 BEM 07/10/08 FO 319-84-6 1 07/09/08 BFM 07/10/08 FO 5103-71-9 1 07/09/08 BFM 07/10/08 FO 319-85.7 1 07/09/08 BFM 07/10/08 FO 319-86-8 107/09/08 BFM 07/10/08 FO 60-57-1 1 07/09/08 BFM 07/10/08 FO 959-98-8 1 07/09/08 BFM 07/10/08 FO 33213-65-9 107/09/08 BFM 07/10/08 FO 1031-07-8 1 07/09/08 BFM 07/10/08 FO 72-20-8 1 07/09/08 BFM 07/10/08 FO 7421-93-4 1 07/09/08 BFM 07/10/08 FO 53494-70-5 1 07/09/08 BEM 07/10/08 FO 58-89-9 1 07/09/08 BEM 07/10/08 FO 12789-03-6 1 07/09/08 BFM 07/10/08 FO 76-44-8 1 07/09/08 BFM 07/10/08 FO 1024-57-3 1 07/09/08 BFM 07/10/08 FO 72-43-5 107/09/08 BFM 07/10/08 FO 107/09/08 BEM 07/10/08 FO 8001-35-2 1 07/09/08 BFM 07/10/08 FO 877-09-8 1 07/09/08 BFM 07/10/08 FO 2051-24-3 1 07/02/08 ZS 07/02/08. ZS 7440-38-2 Report ID: 820741 - 414230 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�' �, nelac-_ Page 19 of 50 Jupiter EnAroninental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741012 Sample ID: CP -9.2 Date Received: Date Collected: 7/1/2008 11:30 61301200811:00 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG 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 ug1Kg 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 Uug/Kg 0.397 0.079 107/09/08 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 30508 - - by ICP/MS (S) t 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 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, withoutthe written consent of Jupiter Environmental Laboratories, Inc.. Afiela 8= Page 20 of 50 CAO 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.. wr $nm Environmental Laboratories, Inc. Jupiter 50 S Old Dixie Highway Jupiter, FL 33450 fLJupller 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: 254OG Percent Sollds Analytical Method: SM 254OG (Dryweight) Percent Solids (Dryweight) 88,4% 0.1 1 07/07/08 BFM Semivolatiles by GC :Anal s s P,§S�C:_EFA 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 1007/09/08 BFM 07/10/08 FO 309-00-2 a -BHC U ug/Kg 3.90 0.780 1007109/08 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 1007109/08 BFM 07/10/08 FO 319-86-8 Dieldrin U ug/Kg 4.52 0.904 1007/09/08 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 1007109108 BFM 07/10/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 4.01 0.802 1007/09108 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 1007/09/08 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 5.65 1.13 1007/09/08 BFM 07/10/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 4.12 0.825 1007/09108 BFM 07/10/08 FO 1024-57-3 Methoxychlor U ug/Kg 12.4 2.49 10 07/09/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 8.47 1.69 10 07/09/08 BFM 07/10/08 FO Total Toxaphene 247 ug/Kg 144 28.8 1007109108 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene (S) 101 % 60-130 1007109108 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 Case: EPA 6020 Metals SCAN Preparation Method: EPA 30508 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.. wr $nm Jupiter Envlronmenfal Laboratories, Inc. ( ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Ino. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741014 Sample ID: CP -10.2 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 11:16 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG Percent Solids Analytical Method: SM 254OG - (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 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 1 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 11 U ug/Kg 0.503 0.101 1 07/09/08 BFM 07110/08 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 ug1Kg 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 BFI 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 3050B 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.. nela6 cA Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741015 Sample ID: CP -11-2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid 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 (Dryweight) Percent Solids (Dryweight) Semivolaliles by GC Analysis Desc: EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC d -BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total. Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl (S) Analysis Desc: EPA 6020 Metals SCAN by ICP/MS (S) Arsenic Report ID: 820741 - 414230 7/15/2008 Analytical Method: SM 2540G 92.7 % 0.1 Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) U ug/Kg 5.41 1.08 37.1 ug/Kg 5.41 1.08 U ug/Kg 8.65 1.73 U ug/Kg 5.19 1.04 U ug/Kg 3.73 0.746 U ug/Kg 3.19 0.638 U ug/Kg 4.00 0.800 U ug/Kg 13.5 2.70 U ug/Kg 4.32 0.865 U ug/Kg 2.76 0.551 U ug/Kg 5.14 1.03 U ug/Kg 7.03 1.41 U ug/Kg 5.95 1.19 U ug/Kg 3.84 0.768 U ug/Kg 3.68 0.735 U ug/Kg 8.11 1.62 U ug/Kg 3.89 0.778 U ug/Kg 5.41 1.08 U ug/Kg 3.95 0.789 U ug/Kg 11.9 2.38 U ug/Kg 8.11 1.62 U ug/Kg 138 27.6 90% 60-130 72-20-8 87 % 60-130 07/10/08 Preparation Method: EPA 30508 Analytical Method: EPA 6020 0.30 mg/Kg 0.15 0.074 07/07/08 BEM 1007109108 BFM 07/10/08 FO 72-54-8 10 07/09/08 BFM 07/10/08 EO 72-55-9 1007109/08 BFM 07/10/08 FO 50-29-3 10 07/09/08 BFM 07/10/08 FO 309-00-2 1007/09108 BEM 07/10/08 FO 319-84-6 1007/09108 BFM 07/10/08 EO 5103-71-9 1007/09108 BEM 07/10/08 FO 319-85-7 1007/09/08 BFM 07/10/08 FO. 319-86-8, 1007109/08 BFM 07/10/08 EO 60-57-1 10 07/09/08 BFM 07/10/08 FQ 959-98-8 1007/09/08 BFM 07/10/08 FO 33213-65-9 1007/09/08 BFM 07/10/08 FO 1031-07-8 1007/09/08 BFM 07/10/08 FO 72-20-8 1007109/08 BFM 07/10/08 FO 7421-93-4 10 07/09/08 BFM 07/10/08 FO 53494-70-5 1007/09/08 BFM 07/10/08 FO 58-89-9 1007/09108 BEM 07/10/08 FO 12769-03-6 1007/09/08 BFM 07/10/08 FO 76-44-8 1007/09108 BFM 07/10/08 FO 1024-57-3 10 07/09/08 BFM 07/10/08 FO 72-43-5 10 07/09/08 BFM 07/10/08 FO 1007109108 BEM 07/10/08 FO 8001-35-2 1007109/08 BFM 07/10/08 EO 877-09-8 1007/09/08 BFM 07/10/08 FO 2051-24-3 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. nelac= Page 23 of 50 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741016 Sample ID: CP -11-1 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 11:22 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG 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 1007/09/08 BFM 07/10/08 FO 72-54-8 4,4' -DDE 209 ug/Kg 5.43 1.09 1007/09/08 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 1007109/08 BFM 07/10/08 FO 5103-71-9 b -BHC U ug/Kg 4.02 0.804 1007109/08 BFM 07/10/08 FO 319-85-7 1 BHC U ug/Kg 13.6 2.72 1007/09108 BFM 07/10/08 FO 319-86-8 Aeldrin U ug/Kg 4.35 0.870 10 07/09/08 BFM 07/10/08 FO 60-57-1 EndosulfanI 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 1007109/08 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 7.07 1.41 1007109108 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 5.98 1.20 1007/09/08 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 1007/09/08 BFM 07/10/08 FO 53494-70-5 g -BHC (Lindane) U ug/Kg 8.15 1.63 1007/09/08 BFM 07/10/08 FO 58-89-9 g -Chlordane U ug/Kg 3.91 0.783 1007109108 BFM 07/10/08 FO 12789-03-6 Heptachlor U ug/Kg 5.43 1.09. 1007/09108 BEM 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 1007109/08 BFM 07/10/08 FO 72-43-5 Total Chlordane U ug/Kg 8.15 1.63 1007/09/08 BFM 07/10/08 FO Total Toxaphene 532 ug/Kg 139 27.7 1007/09108 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}E�Environmental Laboratories, Inc.. j11�C ��P CA .L OF" Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741017 Sample ID: CP -12.1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)5754118 ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/2008 11:27 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Deaf: 254OG Percent Solids Analytical Method: SM 2540G (Dryweight) Percent Solids (Dryweight) 92.9 % 0.1 Semivolatiles by GC 1 07/07/08 BFM A dl sIDe$@; 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' -ODE 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 319-86-81 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 Telrachloro-m-xylene (S) 108% 60-130 250 07/09/08 BFM 07/10/08 FO 877-09-8 Decachlombiphenyl (S) 108% 60-130 250 07/09/08 BFM 07/10/08 FO 2051-24-3 Analysis Desc: EPA 6020 Metals,Preparation Method: EPA 30508 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 7/1512008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Ai; J Y/G Page 25 of 50 Jupiter Environmental Laboratories, Inc. Jupiter 150 S. Old Ju Dixie Highway Jupiter, FL 33458 EnVlronmenfal Laboratories, Inc. Phone: (561)575.0030 Fax: (561)575-4118 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741018 Sample ID: CP -12-2 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 11:27 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG Percen(Sollds Analytical Method: SM 254OG (Dryweighl) _ Percent Solids (Dryweight) 94.5 % 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 4.491 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 1007/09/08 BFM 07/10/08 FO 319-84-6 a -Chlordane U ug/Kg 3.12 0.624 1007/09/08 BEM 07/10/08 FO 5103-71-9 b -BHC U ug/Kg 3.92 0.783 1007109/08 BEM 07/10/08 FO 319-85-7 d -BHC U ug/Kg 13.2 2.65 1007/09/08 BFM 07/10/08 FO 319-86-8 1 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 11 U ug/Kg 5.03 1.01 1007109108 BFM 07/10/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 6.88 1.38 1007/09/08 BFM 07/10/08 FO 1031-07-8 Endrin U ug/Kg 5.82 1.16 1007/09/08 BEM 07110/08 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 1007109/08 BFM 07/10108 FO 12789-03-6 Heptachlor U ug/Kg 5.29 1.06 1007109108 BEM 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 ugft 7.94 1.59 10 07/09/08 BFM 07/10/08 FO Total Toxaphene U ug/Kg 135 27.0 1007109/08 BFM 07/10/08 FO 8001-35-2 Tetrachloro-m-xylene (S) 110% 60-130 1007109/08 BFM 07/10/08 FO 877-09-8 Decachiorobiphenyl (S) 113 % 60-130 10 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 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 consent of Jupiter Environmental Laboratories, Inc.. 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: 7/1/200811:30 Matra: 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 254OG - (Oryweight) _ Percent Solids(Dryweight) 92.1 % _JEW- 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 BEM 07110/08 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 BEM 07/10/08 FO 319-85-7 d -BHC 2421 ug/Kg 272 54.3 200 07/09/08 BEM 07/10/08 FO 319-86-8 Dieldrin U uglKg 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 It U ug/Kg 103 20.7 200 07/09/08 BEM 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 BEM 07/10/08 FO 58-89-9 g -Chlordane U ug/Kg 78.3 15.7 200 07/09/08 BEM 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 BEM 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 BEM 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.. Aae AFL G� FFJupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 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: 254OG Percent Solids Analytical Method: SM 2540G 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) IN 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 b -BHC 371 ug/Kg 81.3 16.3 200 07/09/08 BFM 07111/08 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 11 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) 38.41 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 20007/09/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene (S) 0% 60-130 200 07109/08 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 30508 - ---- 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 I FDOH# E86546 l CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. ep��aF U Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741021 Sample ID: CP -14-1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 / Fax: (561)575-4118 l ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/2008 11:45 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG Percent Solid. Analytical Method: SM 2540G (Dryweight) Percent Solids (Dryweight) 94.7% 0.1 Semivolatiles by GC Analysis Desc: EPA 8081 by GC (S) -IIIIIIIIIIIIIIIIINIIIII Preparation Method: EPA 3545 Analysis Desc: EPA 6020 Metals SCAj& Preparation Method: EPA 30508 by ICP/MS (S) .Analytical Method: EPA 6020 Arsenic 7.8 ri 0,15 0.073 1 Analytical Method: EPA 8081 (GC) 4,4' -DDD U ug/Kg 132 26.5 4,4' -DDE 1160 ug/Kg 132 26.5 4,4' -DDT U ug/Kg 212 42.3 Aldrin U ug/Kg 127 25.4 a -BHC U ug/Kg 91.3 18.3 a -Chlordane U ug/Kg 78.0 15.6 b -BHC 143 ug/Kg 97.9 19.6 d -BHC U ug/Kg 331 66.1 Dieldrin U ug/Kg 106 21.2 Endosulfan I U ug/Kg 67.5 13.5 Endosulfan II U ug/Kg 126 25.1 Endosulfan sulfate U ug/Kg 172 34.4 Endrin U ug/Kg 146 29.1 Endrin Aldehyde U ug/Kg 93.9 18.8 Endrin Ketone U ug/Kg 89.9 18.0 g -BHC (Lindane) U ug/Kg 198 39.7 g -Chlordane U ug/Kg 95.2 19.0 Heptachlor U ug/Kg 132 26.5 Heptachlor epoxide U ug/Kg 96.6 19.3 Methoxychlor U ug/Kg 291 58.2 Total Chlordane U ug/Kg 198 39.7 Total Toxaphene 92900 ug/Kg 3370 675 Telrachloro-m-xylene (S) 0% 60-130 BFM Decachlorobiphenyl (S) 0% 60-130 250 07/09/08 Analysis Desc: EPA 6020 Metals SCAj& Preparation Method: EPA 30508 by ICP/MS (S) .Analytical Method: EPA 6020 Arsenic 7.8 ri 0,15 0.073 1 07/07/08 BEM 250 07/09/08 07/11/08 FO This reportshall not be reproduced, except In full, BFM 72-54-8 250 07/09/08 BFM 07/11/08 FO 72-55-9 250 07/09/08 BFM 07/11/08 FO 50-29-3 250.07109108 BFM 07/11108 FO 309-00-2 250 07/09/08 BFM 07/11/08 FO 319-84-6 250 07/09/08 BFM 07111/08 FO 5103-71-9 250 07/09/08 BFM 07/11/08 FO 319-85-7 250 07/09/08 BEM 07/11/08 FO 319-86-8 250 07/09/08 BFM 07/11/08 FO 60-57-1 250 07/09/08 BFM 07/11/08 FO 959-98-8 250 07/09/08 BFM 07/11/08 FO 33213-65-9 250 07/09/08 BFM 07/11/08 FO 1031-07-8 250 07/09/08 BFM 07/11/08 FO 72-20-8 250 07/09/08 BFM 07/11/08 FO 7421-93-4 250 07/09/08 BFM 07/11/08 FO 53494-70-5 250 07/09/08 BFM 07/11/08 FO 58-89-9 250 07/09/08 BFM 07/11/08 FO 12789-03-6 250 07/09/08 BFM 07/11/08 FO 76-44-8 250 07/09/08 BFM 07/11/08 FO 1024-57-3 250 07/09/08 BFM 07/11/08 FO 72-43-5 250 07/09/08 BFM 07/11/08 FO 250 07/09/08 BFM 07/11/08 FO L 8001-35-2 250 07/09/08 BFM 07/11/08 FO J2d 877-09-8 250 07/09/08 BEM 07/11/08 FO J2d 2051.24-3 1 07102/08 ZS 07/02/08 ZS 7440-38-2 Report ID: 820741-414230 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This reportshall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. nelac GP Page 29 of 50 Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741022 Sample ID: CP -14-2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/2008 11:45 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Oual CAS Wet Chemistry Analysts Desc: 2540G Percent Solid (Dryweight) Percent Solids (Dryweight) 95.3% Semivolatiles by GC Analysis Desc: EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl (S) Analysis Desc: EPA 6020 Metals SCAN by ICP/MS (S) Arsenic Report ID: 820741 - 414230 7/15/2008 Analytical Method: SM 254OG 0.1 Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) U ug/Kg 105 20.9 134 ug/Kg 105 20.9 U ug/Kg 168 33.5 U ug/Kg 101 20.1 U ug/Kg 72.3 14.5 U ug/Kg 61.8. 12.4 225 ug/Kg 77.5 15.5 U ug/Kg 262 52.4 U ug/Kg 83.8 16.8 U ug/Kg 53.4 10.7 U ug/Kg 99.5 19.9 U ug/Kg 136 27.2 U ug/Kg 115 23.0 U ug/Kg 74.3 14.9 U ug/Kg 71.2 14.2 U ug/Kg 157 31.4 U ug/Kg 75.4 15.1 U ug/Kg 105 20.9 U ug/Kg 76.4 15.3 U ug/Kg 230 46.1 U uglKg 157 31.4 6480 ug/Kg 2670 534 94% 60-130 07/11/08 106 % 60-130 200 07/09/08 1 07/07/08 BFM 200 07/09/08 BFM 07/11/08 FO 72-54-8 200 07/09/08 BFM 07/11/08 FO 72-55-9 200 07/09/08 BFM 07/11/08 FO 50-29-3 200 07/09/08 BFM 07/11/08 FO 309-00-2 200 07/09/08 BFM 07/11/08 FO 319-84-6 200 07/09/08 BEM 07/11/08 FO 5103-71-9 200 07/09/08 BFM 07/11/08 FO 319-85-7 200 07/09/08 BFM 07/11/08 FO 319-86-8 200 07/09/08 BEM 07/11/08 FO 60-57-1 200 07/09/08 BFM 07/11/08 FO 959-98-8 200 07/09/08 BFM 07/11/08 FO 33213-65-9 200 07/09/08 BFM 07/11/08 FO 1031-07-8 200 07/09/08 BFM 07/11/08 FO 72-20-8 200 07/09/08 BFM 07/11/08 FO 7421-93-4 200 07/09/08 BFM 07/11/08 FO 53494-70-5 200 07/09/08 BFM 07/11/08 FO 58-89-9 200 07/09/08 BFM 07/11/08 FO 12789-03-6 200 07/09/08 BFM 07/11/08 FO 76-44-8 200 07/09/08 BFM 07/11/08 FO 1024-57-3 200 07/09/08 BEM 07111/08 FO 72-43.5 200 07/09/08 BFM 07/11/08 FO 200 07/09/08 BFM 07/11/08 FO 8001-35-2 200 07/09/08 BFM 07/11/08 FO 877-09-8 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Preparation Method: EPA 30508 Analytical Method: EPA 6020 - 2.3 mg/Kg 0.15 0.073 1 07/02/08 ZS 07/02/08• ZS 7440-38-2 Page 30 of 50 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. " CE10 " Jupiter Err iv nental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741023 Sample ID: CP -15.1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 l ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/200811:53 6arameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua] CAS Wet Chemistry BFM 07/11/08 FO Analysis Desc: 2540G Percent Solids Analytical Method: SM 254OG BFM (Dryweight) FO 72-55-9 200 07/09/08 Percent Solids (Dryweighl) 86.6 % 0.1 50-29-3 Semivolatiles by GC BFM 07/11/08 FO Analysis Lose: EPA 8081 by GC (S) Preparation Method: EPA 3545 BFM Analytical Method: EPA 8081 (GC) 4,4' -DDD 288 ug/Kg 116 23.1 4,4' -DDE 214 ug/Kg 116 23.1 4,4' -DDT U ug/Kg 185 37.0 Aldrin U ug/Kg 111 22.2 a -BHC U ug/Kg 79.8 16.0 a -Chlordane U ug/Kg 68.2 13.6 b -BHC 35.51 ug/Kg 85.5 17.1 d -BHC U ug/Kg 289 57.8 Dieldrin U ug/Kg 92.5 18.5 Endosulfan I U ug/Kg 59.0 11.8 Endosulfan II U ug/Kg 110 22.0 Endosulfan sulfate U ug/Kg 150 30.1 Endrin U ug/Kg 127 25.4 Endrin Aldehyde U ug/Kg 82.1 16.4 Endrin Ketone U ug/Kg 78.6 15.7 g -BHC (Lindane) U ug/Kg 173 34.7 g -Chlordane U ug/Kg 83.2 16.6 Heptachlor U ug/Kg 116 23.1 Heptachlor epoxide U ug/Kg 84.4 16.9 Methoxychlor U ug/Kg 254 50.9 Total Chlordane U ug/Kg 173 34.7 Total Toxaphene 7610 ug/Kg 2950 590 Tetrachloro-m-xylene (S) 88% 60-130 877-09-8 Decachlorobiphenyl (S) 0% 60-130 FO 07/07/08 BFM 200 07/09/08 BFM 07/11/08 FO 72-54-8 200 07/09/08 BFM 07/11/08 FO 72-55-9 200 07/09/08 BEM 07/11/08 FO 50-29-3 200 07/09/08 BFM 07/11/08 FO 309-00-2 200 07/09/08 BFM 07/11/08 FO 319-84-6 200 07/09/08 BFM 07/11/08 FO 5103-71-9 200 07/09/08 BFM 07/11/08 FO 319-85-7, 200 07/09/08 BFM 07/11/08 FO 319-86- 200 07/09/08 BFM 07/11/08 FO 60-57-1 200 07/09/08 BFM 07/11/08 FO 959-98-8 200 07/09/08 BFM 07/11/08 FO 33213-65-9 200 07/09/08 BFM 07/11/08 FO 1031-07-8 200 07/09/08 BFM 07/11/08 FO 72-20-8 200 07/09/08 BFM 07/11/08 FO 7421-93-4 200 07/09/08 BFM 07/11/08 FO 53494-70-5 200 07/09/08 BFM 07/11/08 FO 58-89-9 200 07/09/08 BFM 07/11/08 FO 12789-03-6 200 07/09/08 BFM 07/11108 FO 76-44-8 200 07/09/08 BFM 07/11/08 FO 1024-57-3 200 07/09/08 BFM 07/11/08 FO 72-43-5 200 07/09/08 BEM 07/11/08 FO 200 07/09/08 BEM 07/11/08 FO 8001-35-2 200 07/09/08 BFM 07/11/08 FO 877-09-8 200 07/09/08 BFM 07/11/08 FO 12d 2051-24-3 Analysis Desc: EPA 6020 Metals SCAN Preparation Method: EPA 30508 i by ICP/MS (S) Analytical Method: EPA 6020 r Arsenic 3.7 mg/Kg 0.16 0.079 1 07/02/08 ZS 07/02/08 ZS Report ID: 820741 - 414230 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the wri8en consent of Jupiter Environmental Laboratories, Inc.. 0 Yr. - 7440-38-2 Page 31 of 50 Jupiter Environmental Laboratories, Inc. t � LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741024 Sample ID: CP -15-2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix:. Sol]/Solid Date Collected: 6/30/2008 11:53 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ CAS Wet Chemistry Analysis Desc: 254OG PercentSolid 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 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC BHC Dieldrin Endosulfan I Endosulfan II Endosulfan suffate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl(S) Analysis Desc: EPA 6020 Metals SCAN by ICP/MS (S) Arsenic Report ID: 820741 - 414230 7/15/2008 Analytical Method: EPA 8081 (GC) 336 ug/Kg 114 22.9 538 ug/Kg 114 22.9 U ug/Kg 183 36.6 U ug/Kg 110 21.9 U ug/Kg 78.9 15.8 U ug/Kg 67.4 13.5 U ug/Kg 84.6 16.9 U ug/Kg 286 57.1 U ug/Kg 91.4 18.3 U ug/Kg 58.3 11.7 U ug/Kg 109 21.7 U ug/Kg 149 29.7 U ug/Kg 126 25.1 U ug/Kg 81.1 16.2 U ug/Kg 77.7 15.5 U ug/Kg 171 34.3 U ug/Kg 82.3 16.5 U ug/Kg 114 22.9 U ug/Kg 83.4 16.7 U ug/Kg 251 50.3 U ug/Kg 171 34.3 U ug/Kg 2910 583 172% 60-130 98% 60-130 Preparation Method: EPA 30508 Analytical Method: EPA 6020 1.0 mg/Kg 0.16 0.079 200 07/09/08 BFM 07/11/08 FO 72-54-8 200 07/09/08 BFM 07/11/08 FO 72-55-9 200 07/09/08 BFM 07/11/08 FO 50-29-3 200 07/09/08 BFM 07/11/08 FO 309-00-2 200 07/09/08 BFM 07/11/08 FO 319-84-6 200 07/09/08 BFM 07/11/08 FO 5103-71-9 200 07/09/08 BFM 07/11/08 FO 319-85-7 200 07/09/08 BFM 07/11/08 FO 319-86-8 200 07/09/08 BFM 07/11/08 FO 60-57-1 200 07/09/08 BFM 07/11/08 FO 959-98-8 200 07/09/08 BFM 07/11/08 FO 33213-65-9 200 07/09/08 BFM 07/11/08 FO 1031-07-8 200 07/09/08 BFM 07/11/08 FO 72-20-8 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 200 07/09/08 BFM 07/11/08 AL - _ 1 07/02/08 ZS 07/02/08 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. s' . FO 7421-93-4 FO 53494-70-5 FO 58-89-9 FO 12789-03-6 FO 76-44-8 FO 1024-57-3 FO 72-43-5 FO FO 8001-35-2 FO 12d 877-09-8 FO 2051-24-3 ZS 7440-38-2 Page 32 of 50 Jupiter Environmental Lahoratorles, Inc. r ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741025 Sample ID: CP -16-1 Dale Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua[ CAS Wet Chemistry Analysis Desc: 254OG Percent Solids Analytical Method: SM 2540G (Dryweight) Percent Solids (Dryweight) 91.0% 0.1 1 07/07/08 BFM Semivolaliles by GC ,: L I&.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 13.51 ug/Kg 17.6 3.52 2007/09/08 BFM 07/11/08 FO 50-29-3 Aldrin U ug/Kg 10.5 2.11 2007/09/08 BFM 07/11/08 FO 309.00-2 a -BHC U ug/Kg 7.58 1.52 2007109/08 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 07/09108 BFM 07/11/08 FO 319-86-81 Dieldrin U ug/Kg 8.79 1.76 2007109/08 BFM 07/11/08 FO 60-57-1 EndosulfanI U ug/Kg 5.60 1.12 2007/09/08 BFM 07/11108 FO 959-98-8 Endosulfan 11 U ug/Kg 10.4 2.09 2007/09/08 BFM 07/11/08 FO 33213-66-9 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 2007/09/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/Kg 7.47 1.49 2007109108 BFM 07/11/08 FO 53494-70-5 g -BHC (Lindane) U ug/Kg 16.5 3.30 2007109/08 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 2007109108 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/Kg 24.2 4.84 2007109108 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 Tota[ 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 2007109/08 BFM 07/11/08 FO 877-09-8 Decachlorobiphenyl(S) 64 % 60-130 2007/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Desc: EPA 6020 Metals SCAN Preparation Method: EPA 30508 by ICP/MS (S) Analytical Method: EPA 6020 Arsenic 0.94 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.. QO �? rJupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741026 Sample ID: CP -16.2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid 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 Dare: EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl (S) Analysis Desc: EPA 6020 Metals SCAN by ICP/MS (S) Arsenic Report ID: 820741 - 414230 7/15/2008 Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) 160 ug/Kg 54.3 10.9 100 07/09/08 BFM 07/11/08 FO 72-54-8 421 ug/Kg 54.3 10.9 100 07/09/08 BFM 07/11/08 FO 72-55-9 58.51 ug/Kg 87.0 17.4 100 07/09/08 BFM 07/11/08 FO 50-29-3 U ug/Kg 52.2 10.4 100 07/09/08 BFM 07/11/08 FO 309-00-2 U ug/Kg 37.5 7.50 100 07/09/08 BFM 07/11/08 FO 319-84.6 U ug/Kg 32.1 6.41 100 07/09/08 BFM 07/11/08 FO 5103-71-9 U ug/Kg 40.2 8.04 100 07/09/08 BFM 07/11/08 FO 319-85-7 U ug/Kg 136 27.2 100 07/09/08 BFM 07/11/08 FO 319-86-8 U ug/Kg 43.5 8.70 100 07/09/08 BFM 07/11/08 FO 60-57-1 U ug/Kg 27.7 5.54 100 07/09/08 BFM 07/11/08 FO 959-98-8 U ug/Kg 51.6 10.3 100 07/09/08 BFM 07/11/08 FO 33213-65-9 U ug/Kg 70.7 14.1 100 07/09/08 BFM 07/11/08 FO 1031-07-8 U ug/Kg 59.8 12.0 100 07/09/08 BFM 07/11/08 FO 72-20-8 U ug/Kg 38.6 7.72 100 07/09/08 BFM 07/11/08 FO 7421-93-4 U ug/Kg 37.0 7.39 100 07/09/08 BFM 07/11/08 FO 53494-70-5 U ug/Kg 81.5 16.3 100 07/09/08 BFM 07/11/08 FO 58-89-9 U ug/Kg 39.1 7.83 100 07/09/08 BFM 07/11/08 FO 12789-03-6 U ug/Kg 54.3 10.9 100 07/09/08 BFM 07/11/08 FO 76-44-8 U ug/Kg 39.7 7.93 100 07/09/08 BFM 07/11/08 FO 1024-57-3 U ug/Kg 120 23.9 100 07/09/08 BFM 07/11/08 FO 72-43-5 U ug/Kg 81.5 16.3 100 07/09/08 BFM 07/11/08 FO 2740 ug/Kg 1390 277 100 07/09/08 BFM 07/11/08 FO 8001-35-2 107% 60-130 100 07/09/08 BFM 07/11/08 FO 877-09-8 79 % 60-130 100 07/09/08 BFM 07/11/08 FO 2051-24-3 Preparation Method: EPA 30508 Analytical Method: EPA 6020 1.2 mg/Kg 0.15 0.075 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 Page 34 of 50 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. wv aS.A'•N- 'Y �� LA Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 828741027 Sample ID: CP -17-1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/200811:30 Matrix: Soil/Solid Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG Percent Solids Analytical Method: SM 254OG (Dryweighl) _ 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 319-86-81 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 II 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 877-09-5 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 30508 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 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.. P Page 35 of 50 Jupiter Environmental Laboratories, Inc. Jupiter 150 S. Old pixie Highway Jupiter, FL 33458 Environmental Lahomtorlesr 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 Oual CAS Wet Chemistry Analysis Desc: 2540G Percent Solids Analytical Method: SM 254OG (Drywelghl) 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 07111/08. 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 b-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 07111/08 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 uglKg 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 uglKg 77.2 15.4 200 07/09/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U uglKg 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 07111/08 FO Total Toxaphene 11900 ug/Kg 2700 540 200 07/09/08 BFM 07/11/08 FO 8001-35-2 Telrachloro-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 30508 -- - 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 7/1512008 FDOH# E86546 CERTIFICATE OF ANALYSIS This repod shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. fo Jupiter Environmental Laboratories, Inc. F. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741029 Sample ID: CP -18.1 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid 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 (S) 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 2007/09/08 BFM 07/15/08 FO 72-55-9 4,4' -DDT U ug/Kg 17.4 3.48 2007/09108 BFM 07/15/08 FO 50-29-3 Aldrin U ug/Kg 10.4 2.09 2007109108 BFM 07/15/08 FO 309-00-2 a -BHC U ug/Kg 7.50 1.50 2007/09/08 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 cli U ug/Kg 27.2 5.43 2007109108 BFM 07/15/08 FO 319-86-8i Dieldrin U ug/Kg 8.70 1.74 2007109/08 BFM 07/15/08 FO 60-57-1, Endosulfan I U ug/Kg 5.54 1.11 2007109/08 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 2007/09/08 BFM 07/15/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 7.72 1.54 2007109108 BFM 07/15/08 FO 7421-93.4 Endrin Ketone U ug/Kg 7.39 1.48 2007/09108 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 ugi 7.83 1.57 20 07/09/08 BFM 07/15/08 FO 12789-03-6 Heptachlor U ug/Kg 10.9 2.17 2007109108 BFM 07/15/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 7.93 1.59 2007109108 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 2007/09/08 BFM 07/15/08 FO 8001-35-2 Tetrachlaro-m-xylene (S) 105% 60-130 20 07/09/08 BFM 07/15/08 FO 877-09-8 Decachlorobiphenyl (S) 130 % 60-130 2007109/08 BFM 07/15/08 FO 2051-24-3 Analysis Case: EPA 6020 Metals SCAN Preparation Method: EPA 30508 by ICP/MS (S) Analytical Method: EPA 6020 Arsenic 2.3 ni 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.. „ naooa tw neL G Jupiter Environmental Laboratories, Inc. ANALYTICALRESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Juplar, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741030 Sample ID: CP -18-2 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Base: 2540G Percent Solids Analytical Method: SM 254OG _ (Dryweight) Percent Solids (Dryweight) 92.8 % 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Dose: 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 uglKg 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 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 BEM 07/11/08 FO 319-86-8 Dieldrin U ug/Kg 86.0 17.2 200 07/09/08 BEM 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 11 U ug/Kg 102 20.4 200 07/09/08 BFM 07111/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 140 28.0 200 07/09/08 BEM 07/11/08 FO 1031-07-8 Endrin U ug/Kg 118 23.7 200 07/09/08 BEM 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 07109/08 BEM 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 BEM 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 07111/08 FO 877-09-8 Decachlorobiphenyl (S) 130 % 60-130 200 07/09/08 BEM 07/11/08 FO 2051-24-3 Analysis Base: EPA 6020 Metals SCAN Preparation Method: EPA 30508 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 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.. x�p noe Page 38 of 50 Jupiter Environmental Lahoratorles, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741031 Sample ID: CP -4-1 Page 39 of 50 7/1512008 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MOL DF Prepared By Analyzed By qua[ CAS Wet Chemistry Analysis Desc: 2540G Percent Solids Analytical Method: SM 254OG (Dryweighl) Percent Solids (Dryweight) 88.5% 0.1 1 07/07/08 BFM Semivolaliles 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 67.91 ug/Kg 113 22.6 200 07/09/08 BFM 07/11/08 FO 72-55-9 4,4' -DDT 72.Oi 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 uglKg 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 11 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 ugft 76.8 15.4 200 07/09/08 BFM 07/11/08 FO 53494-70-5 g -BHC (Undane) 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 16901 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 3050B 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 7/1512008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. neh Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741032 Sample ID: CP -4-2 Date Received: Dale Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua] CAS Wet Chemistry Analysis Desc: 2540G Percent Solids Analytical Method: SM 2540G (Dryweighl) Percent Solids(Dryweight) 91.7% 0.1 1 07/07108 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 BEM 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 BEM 07/11/08 FO 5103-71-9 b -BHC U ugft 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 BEM 07/11/08 FO 319-86-8 Oieldrin U ug/Kg 87.4 17.5 200 07/09/08 BFM 07/11/08 FO 60-57-1 Endosulfan I U ui 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 BEM 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 BEM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 77.6 15.5 200 07/09/08 BEM 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 uglKg 164 32.8 200 07/09/08 BEM 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 BEM 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 Tota] 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 BEM 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 30506 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 ]D: 820741 - 414230 Page 40 of 50 7/1512008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. - neh,c 0 Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741033 Sample ID: CP -5.1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)5754118 ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Sail/Solid Date Collected: 613012008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 2540G Percent Soli Analytical Method: SM 254OG :I (Dryweight) Percent Solids (Dryweight) 93.4% 0.1 1 07/07/08 BFM Semivolatiles by GC Analysis Desc: EPA 8081 by GC (S) Iff Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) 4,4' -DDD U ug/Kg 107 21.4 4,4' -DDE 301 ug/Kg 107 21.4 4,4' -DDT U ug/Kg 171 34.2 Aldrin U ug/Kg 103 20.5 a -BHC U ug/Kg 73.8 14.8 a -Chlordane U ug/Kg 63.1 12.6 b -BHC U ug/Kg 79.1 15.8 d -BHC U ug/Kg 267 53.5 Dieldrin U ug/Kg 85.6 17.1 Endosulfan I U ug/Kg 54.5 10.9 Endosulfan 11 U ug/Kg 102 20.3 Endosulfan sulfate U ug/Kg 139 27.8 Endrin U ug/Kg 118 23.5 Endrin Aldehyde U ug/Kg 75.9 15.2 Endrin Ketone U ug/Kg 72.7 14.5 g -BHC (Lindane) U ug/Kg 160 32.1 g -Chlordane U ug/Kg 77.0 15.4 Heptachlor U ug/Kg 107 21.4 Heptachlor epoxide U ug/Kg 78.1 15.6 Methoxychlor U ug/Kg 235 47.1 Total Chlordane U ug/Kg 160 32.1 Total Toxaphene U ug/Kg 2730 545 Tetrachloro-m-xylene (S) 92% 60-130 BFM Decachlorobiphenyl (S) 144% 60-130 200 07/09/08 200 07/09/08 BFM 07/11/08 FO 72-54-8 200 07/09/08 BFM 07/11/08 FO 72-55-9 200 07/09/08 BFM 07/11/08 FO 50-29-3 200 07/09/08 BEM 07/11/08 FO 309-00-2 200 07/09/08 BFM 07/11/08 FO 319-84-6 200 07/09/08 BFM 07/11/08 FO 5103-71-9 200 07/09/08 BFM 07/11/08 FO 319-85-7 200 07/09/08 BFM 07/11/08 FO 319-864 200 07/09/08 BFM 07/11/08 FO 60-57-1 200 07/09/08 BFM 07/11/08 FO 959-98-8 200 07/09/08 BFM 07/11/08 FO 33213-65-9 200 07/09/08 BFM 07/11/08 FO 1031-07-8 200 07/09/08 BEM 07/11/08 FO 72-20-8 200 07/09/08 BFM 07/11/08 FO 7421-93-4 200 07/09/08 BFM 07/11/08 EO 53494-70-5 200 07/09/08 BFM 07/11/08 FO 58-89-9 200 07/09/08 BFM 07/11/08 FO 12789-03-6 200 07/09/08 BFM 07/11/08 FO 76-44-8 200 07/09/08 BFM 07/11/08 FO 1024-57-3 200 07/09/08 BFM 07/11/08 FO 72-43-5 200 07/09/08 BFM 07/11/08 FO 200 07/09/08 BFM 07/11/08 FO 8001-35-2 200 07/09/08 BFM 07/11/08 FO 877-09-8 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc: EPA 6020 Metals SOA:. 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 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.. Page 41 of 50 Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741034 Sample ID: CP -5-2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ CAS Wet Chemistry Analysis Desc: 2540G Percent Solids (Dryweight) Percent Solids (Dryweight) Semivolatiles by GC Analysis Desc: EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC BHC Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl(S) Analytical Method: SM 254OG 92.7 % 0.1 1 07/07108 BFI Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) U ug/Kg 108 21.6 92.6i ug/Kg 108 21.6 U ug/Kg 173 34.6 U ug/Kg 104 20.8 U ug/Kg 74.6 14.9 U ug/Kg 63.8 12.8 U ug/Kg 80.0 16.0 U ug/Kg 270 54.1 U ug/Kg 86.5 17.3 U ug/Kg 55.1 11.0 U ug/Kg 103 20.5 U ug/Kg 141 28.1 U ug/Kg 119 23.8 U ug/Kg 76.8 15.4 U ug/Kg 73.5. 14.7 U ug/Kg 162 32.4 U ug/Kg 77.8 15.6 U ug/Kg 108 21.6 U ug/Kg 78.9 15.8 U ug/Kg 238 47.6 U ug/Kg 162 32.4 U ug/Kg 2760 551 92% 60-130 07/11/08 94% 60-130 200 07/09/08 200 07/09/08 BFM 07/11/08 TO 72-54.8 200 07/09/08 BFM 07/11/08 FO 72-55-9 200 07/09/08 BFM 07111/08 FO 50-29-3 200 07/09/08 BFM 07/11/08 EO 309-00-2 200 07/09/08 BFM 07/11/08 FO 319-84-6 200 07/09/08 BFM 07/11/08 FO 5103-71-9 200 07/09/08 BFM 07/11/08 FO 319-85-7 200 07/09/08 BFM 07/11/08 FO 319-86-8 200 07/09/08 BFM 07/11/08 FO 60-57-1 200 07/09/08 BFM 07/11/08 FO 959-98-8 200 07/09/08 BFM 07/11/08 FO 33213-65-9 200 07/09/08 BEM 07/11/08 FO 1031-07-8 200 07/09/08 BFM 07/11/08 FO 72-20-8 200 07/09/08 BFM 07/11/08 FO 7421-93-4 200 07/09/08 BFM 07/11/08 FO 53494-70-5 200 07/09/08 BFM 07/11/08 FO 58-89-9 200 07/09/08 BFM 07/11/08 FO 12789-03-6 200 07/09/08 BFM 07/11/08 FO 76-44-8 200 07/09/08 BFM 07/11/08 FO 1024-57-3 200 07/09/08 BFM 07/11/08 EO 72-43-5 200 07/09/08 BEM 07/11/08 FO 200 07/09/08 BFM 07/11/08 FO 8001-35-2 200 07/09/08 BFM 07/11/08 FO 877-09-8 200 07/09/08 BFM 07/11/08 FO 2051-24-3 Analysis Doss: 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 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.. f' ehc- Page 42 of 50 Jupiter Environmental Lahnratnrles, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (661)575-4118 t 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 OF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 254OG Percent Solids (Dryweight) Percent Solids (Dryweight) Semivolatiles by GC i,An lesc: EPA 8081 by GCC W4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC d -BHC Dieldrin Endosulfan I Endosulfan 11 Endosulfan sulfate Endrin Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl (S) Analysis Desc: EPA 6020 Metals SCAN by ICP/MS (S) Arsenic Report ID: 820741 - 414230 7/15/2008 N Analytical Method: SM 2540G 91.3% 0.1 Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) 0.643 ug/Kg 0.546 0.109 3.30 ug/Kg 0.546 0.109 U ug/Kg 0.874 0.175 U ug/Kg 0.525 0.105 U ug/Kg 0.377 0.075 U ug/Kg 0.322 0.064 U ug/Kg 0.404 0.081 U ug/Kg 1.37 0.273 U ug/Kg 0.437 0.087 U ug/Kg 0.279 0.056 U ug/Kg 0.519 0.104 U ug/Kg 0.710 0.142 U ug/Kg 0.601 0.120 Uug/Kg 0.388 0.078 U ug/Kg 0.372 0.074 U ug/Kg 0.820 0.164 U ug/Kg 0.393 0.079 U ug/Kg 0.546 0.109 U ug/Kg 0.399 0.080 U ug/Kg 1.20 0.240 U ug/Kg 0.820 0.164 41.5 ug/Kg 13.9 2.79 63% 60-190 07/11/08 92% 60-130 1 07/09/08 Preparation Method: EPA 3050B Analytical Method: EPA 6020 1.0 mg/Kg 0.15 0.076 1 07/07/08 BFM 1 07/09/08 BFM 07/11/08 FO 72-54-8 1 07/09/08 BFM 07/11/08 FO 72-55-9 1 07/09/08 BFM 07/11/08 FO 50-29-3 1 07/09/08 BFM 07/11/08 FO 309-00-2 107/09/08 BEM 07/11/08 FO 319-84-6 107/09/08 BFM 07/11/08 FO 5103-71-9 1 07/09/08 BFM 07/11/08 FO 319-85-7 107/09/08 BFM 07/11/08 FO 319-86-8 1 07/09/08 BFM 07/11/08 FO 60-57-1 107/09/08 BFM 07/11/08 FO 959-98-8 1 07/09/08 BFM 07/11/08 FO 33213-65-9 1 07/09/08 BEM 07/11/08 FO 1031-07-8 1 07/09/08 BFM 07/11/08 FO 72-20-8 1 07/09/08 BFM 07/11/08 FO 7421-93-4 1 07/09/08 BFM 07/11/08 FO 53494-70-5 107/09/08 BFM 07/11/08 FO 58-89-9 1 07/09/08 BFM 07/11/08 FO 12789-03-6 107/09/08 BFM 07/11/08 FO 76-44-8 1 07/09/08 BFM 07/11/08 FO 1024-57-3 107/09/08 BEM 07/11/08 FO 72-43-5 1 07/09/08 BFM 07/11/08 FO 1 07/09/08 BFM 07/11/08 FO 8001-35-2 107/09/08 BFM 07/11/08 FO 877-09-8 1 07/09/08 BFM 07/11/08 FO 2051-24-3 e� 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. �nelac-; Page 43 of 50 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-018 Lab ID: 820741036 Sample ID: CP -6.2 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ CAS Wet Chemistry Analysis Desc: 254OG Percent Solids Analytical Method: SM 254OG - (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 44.41 ug/Kg 108 21.5 200 07/09/08 BFM 07/11108 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 Oleldrin 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 It U ug/Kg 102 20.4 200.07/09108 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 07109/08 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 07109/08 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 30508 - - - - - 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.. -'neb&x SAO Jupiter Jupiter Environmental Laboratories, Inc. 50 S Old Dixie Highway Jupiter, FL 33458 Environmental Laboratorles, Inc. Phone: (561)575-0030 I1 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 254OG (Dryweight) Percent Solids (Dryweight) 93.2 % 0.1 1 07/07/08 BEM Semivolatiles by GC Analysis Dose: 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 BEM 07!11/08 FO 72-54-8 4,4' -DDE 45.51 ug/Kg 108 21.5 200 07/09/08 BEM 07/11/08 FO 72-55-9 4,4' -DDT U ug/Kg 172 34.4 200 07/09/08 BEM 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 BEM 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 BEM 07/11/08 FO 319-85-7 d -BHC U ug/Kg 269 53.8 200 07/09/08 BFM 07111/08 FO 319-86-8" Dieldrin U ug/Kg 86.0 17.2 200 07/09/08 BEM 07/11/08 FO 60-57-1 Endosulfan I U ug/Kg 54.8 11.0 200 07/09/08 BEM 07/11/08 FO 959-98-8 Endosulfan II U ug/Kg 102 20.4 200 07/09/08 BEM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 140 28.0 200 07/09/08 BEM 07/11/08 EO 1031-07-8 Endrin U ug/Kg 118 23.7 200 07/09/08 BEM 07/11/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 76.3 15.3 200 07/09/08 BEM 07111/08 FO 7421-93-4 Endrin Ketone U ug/Kg 73.1 14.6 200 07/09/08 BEM 07/11/08 FO 53494-70-5 g -BHC (Lindane) U ug/Kg 161 32.3 200 07/09/08 BEM 07/11/08 FO 58-89-9 g -Chlordane U ug/Kg 77.4 15.5 200 07/09/08 BEM 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 EO Total Toxaphene U ug/Kg 2740 548 200 07/09/08 BFM 07/11/08 EO 8001-35-2 Telrachloro-m-xylene (S) 106% 60-130 200 07/09/08 BEM 07/11/08 FO 877-09-8 Decachlorobiphenyl (S) 124% 60-130 200 07/09/08 BFM 07/11/08 FO J2d 2051-24-3 Analysis Desc: EPA 6020 Metals SCAN Preparation Method: EPA 30508 - 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.. nelac Ge` Jupiter Envlmnmental Laboratories, Inc. 1 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741038 Sample ID: CP -7.2 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 2540G Percent Solids Analytical Method: SM 254OG (Dryweight) - Percent Solids (Dryweight) 93.6 % 0.1 1 07/07/08 BFM Semivolaliles by GC Analysis Doss: EPA 8081 by GC (S) Preparation Method: EPA 3545 • • - ' --^ • �•_ .. ..... <,,. -._. 21 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 07/09/68 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 35.91 ug/Kg 79.1 15.8 200 07/09/08 BFM 07/11/08 FO 319-85-7 l -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) 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 30508 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 Report ID: 820741 - 414230 Page 46 of 50 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not he reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. p p�dveea ") Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741039 Sample ID: CP -8.1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)57"030 Fax: (561)575-4118 ` ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Soil/Solid Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qum CAS Wet Chemistry Analysis Desc: 254OG Percent Solids (Dryweighl) Percent Solids (Dryweight) Semivolatiles by GC Analysis Desc: EPA 8081 by GC (S) 4,4' -DDD 4,4' -DDE 4,4' -DDT Aldrin a -BHC a -Chlordane b -BHC d -BHC Dieldrin Endosulfan I Endosulfan 11 Endosulfan sulfate Enddn Endrin Aldehyde Endrin Ketone g -BHC (Lindane) g -Chlordane Heptachlor Heptachlor epoxide Methoxychlor Total Chlordane Total Toxaphene Tetrachloro-m-xylene (S) Decachlorobiphenyl(S) Analysis Desc: EPA 6020 Metals SCAN by ICP/MS (S) Arsenic Report ID: 820741 - 414230 7/15/2008 Analytical Method: SM 254OG 91.0% 0.1 Preparation Method: EPA 3545 Analytical Method: EPA 8081 (GC) U ug/Kg 27.5 5.49 U ug/Kg 27.5 5.49 U ug/Kg 44.0 8.79 U ug/Kg 26.4 5.27 U ug/Kg 19.0 3.79 U ug/Kg 16.2 3.24 U ug/Kg 20.3 4.07 U ug/Kg 68.7 13.7 U ug/Kg 22.0 4.40 U ug/Kg 14.0 2.80 U ug/Kg 26.1 5.22 U ug/Kg 35.7 7.14 U ug/Kg 30.2 6.04 U ug/Kg 19.5 3.90 U ug/Kg 18.7 3.74 U ug/Kg 41.2 8.24 U ug/Kg 19.8 3.96 U ug/Kg 27.5 5.49 U ug/Kg 20.1 4.01 U ug/Kg 60.4 12.1 U ug/Kg 41.2 8.24 3840 ug/Kg 701 140 103% 60-130 07/15/08 96% 60-130 50 07/09/08 07/07/08 BFM 50 07/09/08 BFM 07/15/08 FO 72-54-8 5007/09108 BFM 07/15/08 FO 72-55-9 5007109108 BFM 07/15/08 FO 50-29-3 5007/09/08 BFM 07/15/08 FO 309-00-2 5007109108 BFM 07/15/08 FO 319-84-6 50 07/09/08 BFM 07/15/08 FO 5103-71-9 50 07/09/08 BFM 07/15/08 FO 319-85-7 5007/09/08 BFM 07/15/08 FO 319-86-1p/ 6007/09108 BFM 07/15/08 FO 60-57-1' 5007/09/08 BFM 07/15/08 FO 959-98-8 50 07/09/08 BFM 07/15/08 FO 33213-65-9 50 07/09/08 BFM 07/15/08 FO 1031-07-8 5007/09108 BFM 07/15/08 FO 72-20-8 50 07/09/08 BFM 07/15/08 FO 7421-93-4 5007/09108 BFM 07/15/08 FO 53494-70-5 50 07/09/08 BFM 07/15/08 FO 58-89-9 50 07/09/08 BFM 07/15/08 FO 12789-03-6 5007109/08 BFM 07/15/08 FO 76-44-8 5007/09/08 BFM 07/15/08 FO 1024-57-3 5007109/08 BFM 07/15/08 FO 72-43-5 50 07/09/08 BFM 07/15/08 FO 50 07/09/08 BFM 07/15/08 FO 8001-35-2 5007/09/08 BFM 07/15/08 FO 877-09-8 50 07/09/08 BFM 07/15/08 FO 2051-24-3 Preparation Method: EPA 30508 Analytical Method: EPA 6020 2.1 mg/Kg 0.15 0.076 1 07/02/08 ZS 07/02/08 ZS 7440-38-2 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratones, Inc.. �nelac-= Page 47 of 50 Jupiter Environmental Laboratories, Inc. i ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820741040 Sample ID: CP -8-2 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Soil/Solid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Wet Chemistry Analysis Desc: 2540G Percent Solids Analytical Method: SM 2546G (Dryweighl) Percent Solids (Dryweighl) 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 5007109108 BFM 07/15/08 FO 72-54-8 4,4' -DDE U uglKg 33.1 6.62 5007109108 BFM 07/15/08 FO 72-55-9 4,4' -DDT U ug/Kg 53.0 10.6 5007109/08 BEM 07/15/08 FO 50-29-3 Aldrin U ug/Kg 31.8 6.36 5007/09108 BFM 07/15/08 FO 309-00-2 a -BHC U ug/Kg 22.8 4.57 50 07/09/08 BEM 07/15/08 FO 319-84-6 a -Chlordane U ug/Kg 19.5 3.91 5007/09108 BFM 07/15/08 FO 5103-71-9 b -BHC U ug/Kg 24.5 4.90 5007109/08 BFM 07/15/08 FO 319-85-7 ( -BHC U ug/Kg 82.8 16.6 5007109/08 BFM 07/15/08 FO 319-86-8 Dieldrin U ug/Kg 26.5 5.30 5007109/08 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 11 U ug/Kg 31.5 6.29 5007109/08 BFM 07/15/08 FO 33213-65-9 Endosulfan sulfate U ug/Kg 43.0 8.61 5007/09/08 BFM 07/15/08 FO 1031-07-8 Endrin U ug/Kg 36.4 7.28 5007/09108 BFM 07/15/08 FO 72-20-8 Endrin Aldehyde U ug/Kg 23.5 4.70 5007109/08 BFM 07115/08 FO 7421-93-4 Endrin Ketone U ug/Kg 22.5 4.50 5007/09/08 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 5007109/08 BEM 07/15/08 FO 12789-03-6 Heptachlor U ug/Kg 33.1 6.62 5007109108 BFM 07/15/08 FO 76-44-8 Heptachlor epoxide U ug/Kg 24.2 4.83 5007/09/08 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 5007/09/08 BFM 07/15/08 FO Total Toxaphene 14100 ug/Kg 844 169 5007/09108 BFM 07/15/08 FO 8001-35-2 Tetrachloro-m-xylene (S) 72% 60-130 5007109/08 BFM 07/15/08 FO 877-09-8 Decachlorobiphenyl (S) 75% 60-130 5007/09/08 BFM 07/15/08 FO 2051-24-3 Analysis Desc: EPA 6020 Metals SCAN Preparation Method: EPA 30508 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.. :` nelaC'_ CA " Jupiter Environmental Laboratories, Inc. 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 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 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 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.. Page 50 of 50 9 0 72 O Q 0) A Z3 IVNIDIao � r 1 -�N/A) >(Q A1068jUI s cn� d `cn� o • m a +� �3 E.2 °m — '- w o } O d'7J N V' €ix"zi E v n� w ..h imti dw � a u cap "'m v u3iwU W ¢m L v v n � n v n m nd o a Z• m ° m m m N (� V CO f� CO m O 3c r U a u m a az3: 3: 1 O w m 1 L 0 0 d 0 y.+ U 4- 0 c t LIE IVNIDiao M C- LO LO M ail M 0 a J W J W N i w V: mm m do I AVNIUMU lolls V 0 _IVNIURID w Immom E \ ����� E E E E _IVNIURID Immom E \ ����� E 102 k.0} 3 c 71 1 �77 7777 -77 ..— � � � / / V7 0 ° R � � � �� -{ � 6 6 6 Lh lu CL CA /\\� wo S2 CD 0!4! oz 1 LJ 2 IVNIJIHO n r n n m �q n m LL u x 0 d J Ld A U) a� E E O U IVNIUMO t, C) C) LO M C) O U E 0 U Vl a M a tQ U mos o CSpx a 0 U xxzx amdow a b 0 a A '.` �> m m ` � U 3 v a � a t O v a mmo E r 2 M az m m m z t_m w 3 w v 3 C •; ,y�,;4,j, N M V I LO I c0 1 � 1 co I m t, C) C) LO M C) O U E 0 U Vl a M a tQ U mos o CSpx a 0 U xxzx amdow a b 0 a _ U m m ` � U 3 v a � a t O v a mmo o v t_m w 3 w v 3 N aE N -Pam NSI N a `a I e A 2 w o � na a F u, ¢' �310 0 APPENDIX B Monitoring Well Completion Reports WELL ID: MW -1, MW -2, MW -3, MW -4 DRILLING METHOD: DIRECT PUSII 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: 06127/2008 PVC WELL CAP PVC WELL CASING 20/30 SAND PACK PVC WELL SCREEN PVC END CAP Pepper Ranch 6315 Pepper Road Immokalee, Collier County, Florida lm 4' El 10, 4" DESIGNED: JUB M: ._� weei Rne SMB 75-28302 DRAWN: DATE: 07/03/2008 WELL H S A SMB CONSTRUE CHECKED: CAD #: I ENGINER NTI TS LOG GEW 7528302_WD 1 15M ROYk P,W7 SO. S01TE 260. FORT MARS, R 33919 TEL (239) 936-0789 WELL ID: MW-5, MW-6, MW-7,MW-8.MW-9.MW-10. CPW-1 DRILLINGMETHOD: DIRECT PUSH SITE: PEPPER RANCH BORING DIAMETER: 2.5 ADDRESS: 6315 PEPPER ROADJMMOKALEE, FLORIDA _ CASING SIZE & TYPE: V SCHEDULE 40 PVC PROJECT NO: 7528302 SCREEN SLOT SIZE: 0.010" CLIENT: LAKE TRAFFORD RANCH, LLLP TOC ELEVATION: PROJECT MGR: ROXANNE CAUSE 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 PVC WELL CASING ------- 20/30 SAND PACK 20/30 PVC WELL SCREEN PVC END CAP 3' 10' 4'1 Pepper Ranch 6315 Pepper Road Immokalee, Collier County, Florida DESIGNED: SMB JOB p: 75-26302 —� I I 71 T SHEET ➢RE WELL CONSiRNGCTION DRAWN: SMB DATE: 07/03/2008 CHECKED: GLW CAD �: 7528302_WC 1520 ROYAL P" SO. SUITE 200, TORT YYERS, R 33319 TR: (239) 939-0169 0 -AU APPENDIX C Groundwater Data Sheets e GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER:75-28302 SITE LOCATION: Immokalee, Florida WELLNO: MW-1 SAMPLE HE MW-1 DATE: 7/1/2008 Calibrated Instruments before sampling es no omments Geotech Calibrated It after/during sampling Ye no Comments. WELL DIAMETER 100 (IN): TOTAL WELL DEPTH 12.00 (FT.): STATIC DEPTH TO 711 WATER (FT): SCREENED INTERVAL: 5-15 WELL CAPACITY (I/ft): [W41 Cnpocldes (Llft): 0.5"=0.04,0.75"=0.08, 1-t).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 rmhone: FVe11 Depth (f/) -Depth to water (f) = X Well capacity (UJt) = Nell vchone (L) WELL VOLUME: 12,00 ft - 7.11 ft = 4.89 ft x 0.15 Uft = 0.73 Liters PURGEMETHOD: Peristaltic PURGE INITIATED AT: 0817 PURGEENDEDAT: 0829 TOTAL VOL. PURGED(Litcrs): 1,20 N WELL VOLUMES PURGED: 1.fi4 Sstern volumes.' oLTabe L/ xTabe lenth OD7 +cell volamc I. [114' labs vol.=0.01,UJI] SYSTEM VOLUME: 0,01 Uft x 12.00 ft+ L0 L = 1.12 Liters 11 SYSTEM VOLUMES PURGED: 1.07 TIME VOLUME PURGED (_L) CUMUL. VOLUME PURGED (�) PURGE RATE (LPM) DEPTH TO WATER (FT) pH +/-0.2 (SO) TEMP, +/-0.2 (°C) COND, +/-5% (usland gmI (gtO/I") DISSOLVED OXYGEN +/-0.2 imPlld TURBIDITY +/_5 (NTED ORP (mV) COLOR ODOR 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(mgI)Ternp: 1.72@231,1.686124°,1.65@251,1.62@36°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: 0830 SAMPLING ENDED AT: 0851 FIELD DECONTAMINATION: Y N FIELD-FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD(mL) FINAL pH 1 AG I Liter HCI None 7.20 FLPRO 1 AG 1 Liter None None 7.20 EPA 8100 1 PE 125 ml HNO3 None 7.20 RCRA 8 2 CG 40.1 None None 7.20 EPA 8021 2 PE 125.1 None None 7.20 Chloride Remarks: MATERIAL CODES: AG = AMBER GLASS, CG = CLEAR GLASS, PE = POLYETHYLENE, 0 = OTHER (SPECIFY) LAQ GROUNDWATER SAMPLING DATA SHEET SITENAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: hnmokalee, Florida WELLNO: MW-2 SAMPLE ID: MW-2 DATE: 7/1/2008 Calibrated Instruments before sampling as no omments Geotech Calibrated Instruments after/during sampling Ye oo Comments WELL DIAMETER 100 (IN): TOTAL WELL DEPTH 1 100 (FT.): STATIC DEPTH TO 8,05 WATER (FT): SCREENED INTERVAL: 5-15 WELL CAPACITY (I/ft): /Nell Capacities (1/JI): 0.5"=0.04, 0.75"=0.08, P=0.15.1.5'=0,34.2'=0.62.3'=1.4,4'-2,46,5'-3.86,6'-5.56, &=9.88; 10'-15.44,12-22.26] Me// volume: Well Depth (i1) -Dep& to water (fl) = X Well capacity (Ufl) = Wel/ volume (L) WELL VOLUME: 11.00 ft - 8..05 ft = 2.95. ft X 0.15 Uft = 0.44 Lifers PURGE METHOD: Peristaltic PURGE IMTIATED AT: 0910 PURGE ENDED AT: 0911 TOTAL VOL. PURGED (Liters): 1.40 #WELL VOLUMES PURGED: 1'26 System voltnes: ffol. Tube Ut xTube length +can volume L [114"robe vol.=0.01 LIJI] SYSTEM VOLUME: O.Ol Lift. 11.00 R+I.0L = L11 Liters # SYSTEM VOLDMES PURGED: 1.26 TIME VOLUME PURGED (mL) CUMUL. VOLUME PURGED (mW PURGE RATE (LPM) DEPTH TO WATER (FT) � pH +/-0.2 (SU) (SU) TEMP. +/-0.2 ("C) +/-5% +/-5% (uS/cm) TDS (gm/L) DISSOLVED OXYGEN +/-0.2 TURBIDITY +/-5 (NTU) ORP (mV) COLOR ODOR 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 (,nglOTemp:1.72@13°,1.68@24°,1.65@25°,1.62@26°,1.59@27°;1.57@28-, L54@29`,1.51@30° SAMPLING DATA SAMPLED BY (PRINT) Erica Battles, HSA SAMPLED BY (Signature): AFFILIATION: SAMPLING METHOD(S): RF PP SAMPLING INITIATED AT: 0911 SAMPLING ENDED AT: 0930 FIELD DECONTAMINATION: Y N FIELD-FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE PRESERVATIVE TOTAL VOLUME ADDED IN FIELD (mL) FINAL pH I AG ILiter HCI None 6.46 FLPRO I AG l Liter None None 6.46 EPA 8100 1 PE 125 ml IIN03 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: MATERWL CODES: AG = AMBER GLASS, CG = CLEAR GLASS, PE = POLYETHYLENE, O = OTHER (SPECIFY) IC;9 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee, Florida WELL NO: MW -3 SAMPLE ID: MW -3 DATE: 7/1/2008 i Calibrated Instruments before sampling es no omments Geolech Calibrated Instruments after/during sampling Ye oo Comments WELL DIAMETER 100 UN): TOTAL WELL DEPTH 1050 (FT.): STATIC DEPTH TO 784 WATER (FT): SCREENEDINTERVAL: 5-15 WELL CAPACITY (Uft): [Well Capacities M): 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 vohone: Well Dept], (0) -Depth to water (t) = X Well capacity (Ll t) = Well volrme (I) WELLVOLUME: 10.50 ft - 7.84 If = 2.66 ft x 0.15 Uft = 0.40 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 0940 PURGE ENDED AT: 0950 TOTAL VOL. PURGED (Liters): 3.10 M WELL VOLUMES PURGED: 7'77 S stem volumes: Vol. Tube L/! sTube length MY + ce/I inhau, L [1/4" tube vol. -O.01 Llfl ] SYSTEM VOLUME: 0.01 L/ftx 10.50 ft+1.0L = 1.11 Liters N SYSTEM VOLUMES PURGED: 2,81 TIME VOLUME PURGED (1111)PURGED CUMUL. VOLUME (mL) PURGE RALE (LPM) PM) DEPTH TO WATER (FT) pH +/-0.2 (SU) TEMP. +/-0.2 (°C) COND. +/-5% (US/cm) TDS (gm/L) DISSOLVED TURBIDITY OXYGEN +/-0.2 (mg/0 +/-5 INTO) ORP COLOR ODOR 0945 LO 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 D010%Sat(rng7UTemp: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): BEEF SAMPLING INITIATED AT: 0951 SAMPLING ENDED AT: 1010 FIELD DECONTAMINATION: Y N FIELD -FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD (mL) FINAL pH 1 AG I Liter HCI None 6.65 FL PRO I AG 1Liter None None 6.65 EPAS100 1 PE 125 ml HNOs None 6.65 RCRA 8 2 CG 40.1 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) 0 GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROSECT NUMBER: 75-28302 SITE LOCATION: Immokalee, Florida WELL NO: MWA SAMPLE ID: MW -4 DATE: 7/12008 Calibrated Instruments beibre sampling es no ommen[s Gectech I Calibrated Instruments after/during sampling ly"r"A Comments WELL DIAMETER 1.00 (IN): TOTAL WELL DEPTH 1200 (FT.): STATIC DEPTH TO 6.10 WATER (FT): SCREENEDINTERVAL: 5-I5 WELL CAPACITY (U$): [Nell Capacities (Uf): 0.5"=0.04, 0.75"=0.08, 1'=0]5. 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: [Pell Depth (li) - Depot to ivalm' (Jt) = X Nell capacity (Uf = Well volume (L) WELL VOLUME: 12.00 ft - 6.10 ft = 5.90 ft x 0.15 Uft = 0.89 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1340 PURGE ENDED AT: 1350 TOTAL VOL. PURGED (Liters): 2.00 # WELL VOLUMES PURGED: 2'26 System volumes: Vol. Tube L/ xTube length + cell volume L [114" tube vol. -0.01 Uf I SYSTEM VOLUME: 0.01 Uft x 12.00 ft+ 1.0 L = 1.12 Liters # SYSTEM VOLUMES PURGED: 1.79 TIME VOLUME PURGED (mL) CUMUL. VOLUME PURGED (-L) PURGE RATE (LPM) DEPTH TO WATER (TT) PH +/"0.2 (SU) TEMP. +/-0:2 (C) COND. +/-5%(gam) (u3/ora) TDS DISSOLVED OXYGEN +/ 02 (mom) TURBIDITY +/-5 (NTU) ORP (mom COLOR ODOR 1345 LO 1.0 0-2 -- 6.87 31.91 582 -- 2.75 7.87 122.3 Clear None 1350 LO 2.0 0.2 -- 6.71 31.52 581 -- 2.65 2.92 124.0 Clear None Average Rate 0.2 LPM D020%Sat(m811)Ternp:1.72®23°,1.68@24°,1.65@25',1.62@26,1.59@271.1.57@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: Y N FIELD -FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIALCODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD (mL) FINAL pH 1 AG 1 Liter HCl None 6.71 FL PRO I AG 1 Liter None None 6.71 EPA 8100 I PE 125 ml HNOs None 6.71 RCRA S 2 CG 40.1 None None 6.71 EPA 8021 2 PE 125.1 None None 6.71 Chloride Remarks: MATERIAL CODES: AG = AMBER GLASS, CG = CLEAR GLASS, PE = POLYETHYLENE, O = OTHER (SPEC/GT) GROUNDWATERSAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECTNUMBER: 75-28302 SITE LOCATION: hnmokalee, Florida WELLNO: MW -5 SAMPLE IN: MW -5 DATE: 7/1/2008 Calibrated Instruments before sampling es no ommenls Geotech Calibrated Instruments after/during sampling Ye no Comments WELL DIAMETER 1.00 (IN); TOTAL WELL DEPTH 12.00 (FT.): STATIC DEPTH TO 755 WATER (FT): SCREENED INTERVAL: 5-15 WELL CAPACITY (UR): [Nell Capacities (Llj): 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'=15.44,12-2Z261 Well vohtrne: f tell Depth (fi) - Depth to mater ([t) = X Well capacity (L/fi) = Well volume (L) WELL VOLUME: 12.00 ft - 7.55 ft = 4.45 ft x 0.15 lift = 0.67 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1021 PURGE ENDED AT: 1034 TOTAL VOL. PURGED (Liters): 1.80 # WELL VOLUMES PURGED: 2'70 S ss n+v0hnnes: Mot. Title l/ x7itbe length 01 + cell vahone 0 [114" lube vot.=0.01 LfflI SYSTEM VOLUME: 0.01 UR x 12.00 ft+ LO L = 1.12 Liters 9 SYSTEM VOLUMES PURGED: 1.61 'TIME VOLUME PURGED (mL) CUMUL. VOLUME PURGED (mL) PURGE RATE (LPM) DEPTH TO WATER (FT) pH +/-0.2 (SO) TEMP. +/-0.2 (°C) GOND. +/-5% (u5/em) TDS (gm/L) DISSOLVED OXYGEN +/-0,2 (-9/L) TURBIDITY +/-5 (NTU) ORP (mV) COLOR ODOR 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 Bate 0.2 LPM DO 20% Sat(mg71)Temp: 1.72@23°;1.68®14°,1.65@25°,1.62@26°,1.59@27°,1.57@18°,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: Y IS FIELD -FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVA'T'ION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN 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 HNO, None 6.77 RCRA 8 2 CG 40 ml None None 6.77 EPA 8021 2 PE 125 not None None 6.77 Chloride Remarks: MATERIAL CODES: AG = AMBER GLASS, CG = CLEAR GLASS, PE = POLYETHYLENE, 0 = OTHER (SPECIFY) Cq GROUNDWATER SAMPLING DATA SHEET SITENAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: hmmokalee, Florida WELL NO: MW -6 SAMPLE ID: MW -6 DATE: 7/1/2008 Calibrated Instrumentsbefore sampling. es no omments Geotech Calibrated Instruments after/during sampling Yesrnoj Comments WELL DIAMETER 100 (IN): TOTAL WELL DEPTH 12.00 (FT.): STATIC DEPTH TO 6.79 WATER (FT): SCREENED INTERVAL: 5-15 WELL CAPACITY (UR): [IVe11 Capacities (Uf): 0.5-0.04.0.75"=0.08, P=0.15,1.5' -0.34.2-0.62,3'=1,4,4'=2.415,5'-3,86,6p-5.56,8'-9.88, 10'-15.44,121-22.261 Well vohone: Well Depth (1Y) - Depth to roarer (fi) = X Well capacity (1/f) = Well volume (L) WELL VOLUME: 12.00 ft - 6.79 ft = 5.21 ft x 0.15 Uft = 0.78 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1105 PURGE ENDED AT: 1117 TOTAL VOL. PURGED (Liters): 2.20 # WELL VOLUMES PURGED: 2'82 S ulem volumes: Vol. tube L/ x tube length + cell volume L [114" tube vol.=0.01 UftI SYSTEM VOLUME: 0.01 Uft x 12.00 ft+ L0 L = 1.12 Liters k SYSTEM VOLUMES PURGED: 1.96 TIME VOLUME PURGED (mL) CUMUL. VOLUME Pi(R) PURGE RATE (LEND DEPTH TO WATER pH +/-0.2 (SU) TEMP. +/-0.2 (°C) COND. +/-5% (u5/cm) TDS (dn✓L) DISSOLVED OXYGEN 4/-0.2 (mom) TURBIDITY +/-5 (NTU) ORP (uv) COLOR ODOR 1114 I.8 1.8 0.2 -- 6.56 27.77 705 -- 0.62 11.52 58.7 Ll 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 D020% Sat (rng/I)Temp: 1.72@23°,1.68@24°,1.65@25°,1.62@26, L59@27°, 1.5£@28°,1.54@29°, 1.51 @30° SAMPLING DATA SAMPLED BY (PRINT) Brien Battles, HSA SAMPLED BY (Signature): AFFILIATION: SAMPLING METIIOD(S): RFPP SAMPLING INITIATED AT: 1118 SAMPLING ENDED AT: 1140 FIELD DECONTAMINATION: Y N FIELD -FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL. CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD (-L) FINAL PEI I AG 1 Liter IICt None 658 FLPRO 1 AG 1 Liter None None 6.58 EPA 8100 1 PE 125 ml HNOr None 6.58 RCRA 8 2 CG 40.1 None None 6.58 EPA 8021 2 PE 125 ml None None 6.58 Chloride Remarks: MATERIAL CODES: AG = AMBER GLASS, CG = CLEAR GLASS, PE = POLYETHYLENE, 0 = OTHER (SPECIFY) O9O GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Inanokalee, Florida WELL NO: MW-7 SAMPLE ID: MW-7 DATE: 7/1/2008 Calibrated Inshuments before sampling 11-1 es no omments Gcctech I Calibrated Instruments after/during sampling Ye no Comments WELLDIAMETER 100 (IN): TOTAL WELL DEPTH 1200 (FTj: STATIC DEPTH TO 731 WATER (FT); SCREENED INTERVAL: 5-15 WELL CAPACITY (Aft): [IMI Capacities (Iq!): 05"=t%04,0.75"=0.08, ]'=0.15, 1,5'=0.34, 2-0.62, 3'=1.4, 4'=2.44, 5'=3.86, 6'=5.56, 8'=9.88, 10'=15.44, 12'=22.261 Nell volute: Well Depth (It) -DepU, to water (1!) = X Nell capacity (0) = Well vohnne (L) WELL VOLUME: 12.00 ft - 7.31 ft = 4.69 ft x 0.15 Uft = 0.70 Liters PURGE METHOD: Peristaltic PURGE RUTIATEDAT: 1148 PURGEENDEDAT: 1157 TOTAL VOL. PURGED (Liters): 1,80 # WELL VOLUMES PURGED: 2'56 System vah... w: rot. Tube U x Dube length + cell vohnne L [I/4"tube voL=0.01 LJI ] SYSTEMVOLUME: 0.01 IJRx 12.00 It+LGL = 1.12 Liters # SYSTEM VOLUMES PURGED: 1.61 TIME VOLUME PURGED (mL) CUMUL. VOLUME PURGED 0110 PURGE RATE (LPM) DEPTH TO WATER (IN) pH (SU) (SU) ) TEMP. +/-0.2 (°G) CONE. +/-5% (as/cm) IDS (gm/L) DISSOLVED TURBIDITY OXYGEN +/ 02 (mg/L) +1-5 (NTU) ORP (mV) COLOR ODOR 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 thtgll)Temp: 1.72 @23-,1.68@24, 1.65@25, 1.62@26. 1.59@27, 157@28-. L54@29, 1.51@30' SAMPLING DATA SAMPLED BY (PRINT) Erica Battles, HSA SAMPLED BY (Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1158 SAMPLING ENDED AT: 1210 FIELD DECONTAMINATION: Y N FIELD-FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD (mL) FINALpH I AG I Liter IICI None 6.60 FL PRO 1 AG I Liter None None 6.60 EPA 8100 l PE 125 ml BNOs None 6.60 RCRA 8 2 CG 40 ml None None 6.60 EPA 8021 2 PE 125 ml None None 6.60 Chloride Remarks: The turbidity meter malfunctioned during this sampling event. MATERGIL CODES: AG = AMBER GLASS, CG = CLEAR GLASS, PE = POLYETHYLENE, 0 = OTHER (SPECIFY) GROUNDWATER SAMPLING DATA SHEET SI'Z'E NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee; Florida WELLNO: MW -8 SAMPLE ID: MW -8 DATE: 7/1/2008 Calibrated Instruments before sampling es no F omnrenls Geotech Calibrated Instruments after/during sampling yesrnoi Comments WELL DIAMETER 1.00 (IN): TOTAL W ELL DEPTH 12.00 (FT.): STATIC. DEPTH TO 6.70 WATER (FT): SCREENED INTERVAL: 5-15 WELL CAPACITY UAU: (Nell Capacidet (UJ): 0.5"=0.04, 0.75"=0.08, /'=0.15, 1.5'=0.34, 2'=0.62, 3'=1.4, 4'=246, J-3.86.6-5.56. 8'=9.88, 10'=15.44,12'=22.261 Nell volume: Well Depth (() -Dep1h to waler (11) = X Nell capacity (Ull) = Well volume (L) WELL VOLUME: 12.00 ft - 6.70 ft = 5.30 ft x 0.15 Uft = 0.80 Liters PURGE METHOD: Peristaltic PURGE INffIATED AT: 1224 PURGE ENDED AT: 1234 TOTAL VOL. PURGED (Liters): 1.20 ff WELL VOLUMES PURGED: 1'51 Ssten, volumes: f Vol. Tube LIxDube length 607 +cell volume L [114"a,be voL=0.01 Ult] SYSTEM VOLUME: 0.01 Uft x 12.00 ft+ 1.0 L = 1.12 Liters N SYSTEM VOLUMES PURGED: 1.07 TIME VOLUME PURGED (ML) CUMUL. VOLUME PURGED (ml) PURGE RATE (LPM) DEPTH T WATER (FT) p14 +/-0.2 (SU) (SU) TEMP. +/-0.2 (°C) COND. +/-5% (us/cm) TDS (gm/L) DISSOLVED OXYGEN +/-0.2 TURBIDITY +/-5 (NTU) ORP (mV) COLOR ODOR 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 D,2 LPM D020%Sm(mg/1)1,cmp: 1.72@23°,1.68@241.1.65@25°,1.62@26°,1.59@271,1.57@28;1.54@29°,1.51@30° SAMPLING DATA SAMPLED BY (PRINT) Erica Battles, HSA SAMPLED BY (Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING RMIATED AT: 1235 SAMPLING ENDED AT: 1242 FIELD DECONTAMINATION: Y N FIELD -FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD (mL) FINAL PH 1 AG 1 Liter HCI None 6.68 FLPRO 1 AG I Liter None None 6.68 EPA 8100 1 PE 125 ml HNOs None 6.68 RCRA 8 2 CO 40.1 None None 6.68 EPA 8021 2 PE 125 ml None None 6.68 Chloride Remarks: MATERIAL CODES: AG = AMBER GLASS, CG = CLEAR GLASS, PE = POLYETHYLENE, O = OTHER (SPECIFY) GROUNDWATER SAMPLING DATA SHEET SITENAME: Pepper Ranch PRO3ECTNUMBER; 75-28302 SITE LOCATION: Inmokalee, Florida WELLNO: MW -9 SAMPLEID: MW -9 DATE: 7/112008. Calibrated Instruments before sampling m no omments Geotech Calibrated Instruments after/during sampling jy"r"j Comments WELL DIAMETER 100 (IN): TOTAL WELL DEPTH 12.00 (FP.): STATIC DEPTH To 7,63 WATER (F -I): SCREENEDINTERVAL 5-15 WELL. CAPACITY (I1ft): [Nell Capncitles (L/f): 0.5"-0.04,075-0.08, ]'=0.15, L5'=0.34, 2'=0.62, 3'=1.4. 4'=2.46, 5'=3.86, 6=5.56, 8'=9.88, 10'=15.44, 12'=12.261 Nell vahnne: Well Depth (R) -Depth to water (R) = X Well capacoy (Llf) = Well volume (L) WELLVOLUME: 12.00 ft - 7.63 ft = 4.37 ft x 0.15 Uft = 0.66 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1247 PURGE ENDED AT: 1255 TOTAL VOL. PURGED (Liters): 1.00 N W ELL VOLIIMF.S PURGED: 1.53 S" ten vahnne,: YoL Tube L/t STube length + cell vohame 0 [114" tube vol.=0.01 Uft ] SYSTEM VOLUME: 0.01 Uftx 12.00 ft+LOL = 1.12 Liters N SYSTEM VOLUMES PURGED: 0.89 TIME VOLUME PURGED (mL) CUMUL. VOLUME PURGED (mL) PURGE RATE (LPM) DEPTH TO WATER (NI) pH +/-0.2 (SO) TEMP. +/-0.2 (°C) COND. +/-5% (US/cod IDS (�L) DISSOLVED TURBIDITY OXYGEN +/-0 bnx/L) +/-5 (NTU) ORP (mom COLOR ODOR 1250 0.6 0.6 0.2 -- 6.36 29.51 749 -- 0.41 6.56 -60.4 Clear None 1252 0.4 LO 0.2 - 6.40 29.27 872 -- 0.67 6.81 11.2 Clear None Average Rate 0.2 LPM DO 20% Sat(ngll)7enip: 1.72 23", 1.68 Q 24",1.65Q 25°,1.62®26; 1.59 Q 27°, 1.57 Q.28°, 1.54 Q 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: Y N FIELD-FHTFRED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERW-CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD (mL) FINAL PH I AG i Liter HCI None 6.40 FL PRO I AG 1 Liter None None 6.40 EPA 8100 1 PE 125 ml HNO3 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: 11 MATERLIL CODES., AG = AMBER GLASS, CG = CLEAR GLASS, PG = POLYETHYLENE, 0 = 07YIER (SPECIFY) GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokslee, Florida WELLNO: MW-10 SAMPLE ID: MW-10 DATE: 7/1!2008 Calibrated Instruments before sampling es no omments Geotech Calibrated Instruments after/during sampling Ye no Comments WELLDIAMETER 100 (IN): TOTAL WELL DEPTH 12.00 (FT.): STATIC DEPTH TO 6.39 WATER (FT): SCREENED INTERVAL: 5-15 WELL CAPACITY (L/ft): (JVell Capacida (IqD): 0.5"=0.04, 0.75"=0.08, 1'=0.]5, 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] !fell volume: Well Depth 0) - Depth to mater 0) = X {Fell capacity (I.7i) = Wel! volume (L) WELL VOLUME: 12.00 ft - 6.39 ft = 5.61 ft x 0.15 Lft = 0.84 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1305 PURGE ENDED AT: 1318 TOTAL VOL. PURGED (Liters): 11.60 #WELL VOLUMES PURGED: 13'78 stemvohnnes: Vol.Tube L/t xTube length +cell vohmtetL [114"mbe vol.=0.01 L/ft] SYSTEM VOLUME: 0.01 Uft x 12.00 11+1.01, = 1.12 Liters # SYSTEM VOLUMES PURGED: 10.36 TIME VOLUME PURGED (mL) CUMUL. VOLUME PURGED (111L)) PURGE RATE (LPM) DEPTH TO WATER (FT) PH +/-0.2 (SU) TEMP. +/-02 (°C) COND. +/-$a/ (US/CM) TDS ( L) DISSOLVED OXYGEN +/-0.2 (m�L) TURBIDITY +/-5 (NTH) ORP (mV) COLOR ODOR 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 D020%Sat(mg/I)Ten.p:1.72@23°,1.68@24°.1.65@.25°,1.62@.26°,1.59@27°,1.57@28°,1,54029°,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: Y N FIELD-FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD(ruL) 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 HNOs None 6.77 RCRA 8 2 CG 40 ml None None 6.77 EPA 8021 2 PF. 125.1 None None 6.77 Chloride Remarks: MATERIAL CODES: AG = AMBER GLASS, CG = CLEAR GLASS, PE = POLYETHYLENE, 0 = OTHER (SPECIFY) GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Inunokalce, Florida WELL NO: CPW-1 SAMPLE ID: CPW-1 DATE: 6/302008 Calibrated Instruments before samplings no omments Genech Calibrated Instruments aRer/during sampling Y no' Comments WELLDIAMETF.R 1.00 (IN): TOTAL WELL DEPTH 10.00 (FT.): STATIC DEPTH TO 7,35 WATER (FT): SCREENEDINTERVAL: 5-15 WELL CAPACITY (UR): [Nell Capacities (Llf): 0.5-0.04,0.75-0.08, P-0.15, 1.5'-O.34.2'=0.62,3'=1.4,4'=2.46,5'-3.86,6'=5,56,8'=9.88, 10'=15.44, 11'=22.26] Well voh... m Nell Depth (l7) - Depth to water (jt) = X Nell capacity ITAft) = Nell volume (L) WELLVOLUME: 10.00 ft - 7.35 ft = 2.65 ft x 0.15 Uft = 0.40 Liters PURGE METHOD: Peristaltic PURGE INIITATED AT: 1550 PURGE ENDED AT: 1601 TOTAL VOL. PURGED (Liters): 2.20 N WELL VOLUMES PURGED: 5.53 S sfemrrohnnes, Vol, 71tbe"t xTabe length 01 + cell vohrue L [114" Nbe vols=0.01 UJ7] SYSTEM VOLUME: 0.01 Uftx 10.00 11+1.01 = 1.10 Liters N SYSTEM VOLUMES PURGED: 2.00 TRvIE VOLUME PURGED (ml-) CUMUL. VOLUME PURGED (mL) PURGE RATE (LPM) DEPTH TO WATER (FT) pH +/-0.2 (SO) TEMP. +/-0.2 (IC) GOND. +/-5% (uS/cm) TDS (gwL) DISSOLVED OXYGEN +/-0.2 (mg/L) TURBIDITY +/-5 (NTIB ORP (mV) COLOR ODOR 1555 LO 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 0.1 LPM D010%Sa1lag11)Tenp: 1.72@23°,1.68@14°.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 ENDEDAT: 1635 FIELD DECONTAMINATION: Y N FIRLD-FIFFERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD (mL) FINALpH I PE 125 m1 HKOa None 6.77 Arsenic 1 AG 1 Liter None None 6.77 EPA 8081 Remarks: The turbidity meter malfunctioned during this sampling event. ATA TERIAL CODES: AG = AMBER GLASS, CO = CLEAR. GLASS PE = POLYETHYLL•NE, O = OTHER (SPECIFY) GROUNDWATER SAMPLING DATA SHEET SITE NAME: Pepper Ranch PROJECT NUMBER: 75-28302 SITE LOCATION: Immokalee, Florida WELL NO: MTW-I SAMPLE ID: MTW-1 DATE: 6/302008 Calibrated Instruments before sampling es no remount' G,,t,,h Calibrated Instruments atter/during sampling Ye fnl Comments WELL DIAMETERTOTAL (IN): 1.00 WELL DEPTH (FT): 5..00 STATIC DEPTH TO 3.40 WATER (IT): SCREENED INTERVAL: 5 -IS WELL CAPACITY (Uft): [IVe7[Capacities (UJt).: 0.5"-0.04.0.75"=0.08. l' -0.15,1.5'0.34,2'0.62,3'1.4,4'=2.46,5p=3.86,6'=5.56,8'-9.88, 10-15.44,12-22,26] IVeII vohnne: Well Dept], (i+) -Depth to venter (fl) = X Well capncilv (U, t) = Well volume (L) WELLVOLUME: 5.00 ft - 3.40 ft = 1.60 ft x 0.15 Uft = 0.24 Liters PURGE METHOD: Peristaltic PURGE INITIATED AT: 1452 PURGE ENDEDAT: 1501 TOTAL VOL. PURGED (Liters): 18.00 #WELL VOLUMES PURGED: 75.00 Ssiernvohmies: Vol.Tube Lt xTube lenth W I +cell volume (L) [I/4"tubenol.=B01UJ7] SYSTEM VOLUME: 0.01 Lft z 5.00 R+ 1.0 L = 1,05 Liters # SYSTEM VOLUMES PURGED: 17.14 TIME VOLUME PURGED (mL) CUMUL. VOLUME PURGED (mL) PURGE RATE (LPM) DEPTH TO WATER+/-0.2 (FI) PH (SO) TEMP. +/-0.2 (°C) COND. +/-5% (US/cm) gmI (gm/L) DISSOLVED TURBIDITY OXYGEN 44-0.2 (mom) +/-5 (NTH) ORP (mV) COLOR ODOR 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 D020%Sat(mg/!)Temp: 1.72@.23°.1.68®24°, 1.65@25, 1.62@26, 1.59@27',1.57@28', 1.54@29°, L51@30" SAMPLING DATA SAMPLED BY (PRINT) Erica Battles, RSA SAMPLED BY (Signature): AFFILIATION: SAMPLING METHOD(S): RFPP SAMPLING INITIATED AT: 1610 SAMPLING ENDED AT: 1635 FIELD DECONTAMINATION: Y N FIELD -FILTERED: Y N DUPLICATE: Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION ALYSIS AND/OR METHOD NO. MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOLUME ADDED IN FIELD (mL) FINAL pII 1 AG 1 Liter HCl None 6.74 FL PRO 2 CO 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 CLASS, CG = CLEAR GLASS PE = POLYEIHYLENE, O = OTHER (SPECIFY) APPENDIX D Groundwater Sampling Analytical Results CA r/ Jupiter Environmental Laboratories, Inc. 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: Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone; (561)575-0030 Fax: (561)575-4118 www.jupiterlabs.com cllentsewices@jupllerlabs.com 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 7/15/2008 FDOM E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. Page 1 of 35 A " Jupiter 1� EnvIromnenlal L3hnratnries, Inc. W LOG# 820748 Project ID: 75-28302 Lab ID Sample ID 820748001 MW -1 820748002 MW -2 820748003 MW -3 820748004 MW -4 820748005 MW -5 820748006 MW -6 820748007 MW -7 Report ID: 820748 - 413826 7/15/2008 Cf O SAMPLE ANALYTE COUNT Method EPA 200.8 (Total) EPA 325.2 EPA 82608 EPA 8310 List by 8270C SIM FL -PRO (GC) EPA 200.8 (Total) EPA 325.2 EPA 8260B EPA 8310 List by 8270C SIM FL -PRO (GC) EPA 200.8 (Total) EPA 325.2 EPA 82608 EPA 8310 List by 8270C SIM FL -PRO (GC) EPA 200.8 (Total) EPA 325.2 EPA 82608 EPA 8310 List by 8270C SIM FL -PRO (GC) EPA 200.8 (Total) EPA 325.2 EPA8260B EPA 8310 List by 8270C SIM FL -PRO (GC) EPA 200.8 (Total) EPA 325.2 EPA 82608 EPA 8310 List by 8270C SIM FL -PRO (GC) EPA 200.8 (Total) EPA 325.2 EPA 8260B EPA 8310 List by 8270C SIM FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Ko Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 1` Analytes Reported 8 1 44 21 3 8 1 44 21 3 8 1 44 21 3 8 1 44 21 3 8 1 44 21 3 8 1 44 21 3 8 1 44 21 Page 2 of 35 Oro Jupiter Environmental Labnrilories, Inc. SAMPLE ANALYTE COUNT LOG# 820748 Project ID: 75-28302 Lab ID Sample ID Method 820748007 MW -7 FL-PRO(GC) 820748008 MW -8 EPA 200.8 (Total) EPA 325.2 EPA 82608 EPA 8310 List by 8270C SIM FL -PRO (GC) 820748009 MW -9 EPA 200.8 (Total) EPA 325.2 EPA 82608 EPA 8310 List by 8270C SIM FL -PRO (GC) 820748010 MW -10 EPA 200.8 (Total) EPA 325.2 EPA 82608 EPA 8310 List by 8270C SIM i, FL -PRO (GC) Report ID: 820748 - 413826 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-= Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Analytes Reported 3 8 1 44 21 3 8 1 44 21 3 S 1 44 21 3 Page 3 of 35 1 Jupiter Environmental Laboratories, Inc. SAMPLE SUMMARY LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 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 7/1/200813:51 7/2/200809:45 820748005 MW -5 Aqueous Liquid 7/1/200810:35 7/2/200809:45 820748006 MW -6 Aqueous Liquid 7/1/200811:18 7/2/200809:45 820748007 MW -7 Aqueous Liquid 7/1/200811:58 7/2/200809:45 820748008 MW -8 Aqueous Liquid 7/1/200812:35 7/2/200809:45 820748009 MW -9 Aqueous Liquid 7/1/200812:56 7/2/200809:45 820748010 MW -10 Aqueous Liquid 7/1/200813:19 712/200809:45 Report ID: 820748 - 413826 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.. �,lwo Page 4 of 35 VJupiter Envlronment3l Laboratories, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (661)575-0030 Fax: (561)575-4118 Lab ID: 820741007 Sample ID: MTW-1 Date Received: Date Collected: 7/1/2008 11:30 Matrix:. Aqueous Liquid 6/30/2008 Parameters Results Units Report Limit MOL DF Prepared By Analyzed By Qual CAS Semivolatiles by GC without the written consent of Jupiter Environmental Laboratories, Inc.. nv�� 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.. nv�� Jupiter Environmental S. Laboratories Inc. Jupiter 50 S. Ju Dixie Highway Jupiter, FL 33458 Environmental Lahnratnrlesr Inc.. Phone: (661)575-0030 �:le Fax: (561)575-4118 1\ 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 OF Prepared By Analyzed By Oual CAS Volatiles by EPA 82608 GCIMS 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 07/02108 8S 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 07/02108 FO 07/02/08 SS 563-58-6 1,2-DBCP U ug/L 1.00 0.200 1 07102108 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 07/02108 SS 95-50-1 1,2-Dichloroelhane 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 07/02/06 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 ug1L 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 Bromodichloromelhane 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 Dibromochloromelhane 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 cls-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 07/02108 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 an & p -xylene U ug/L 2.00 0.310 1 07/02/08 FO 07/02/08 SS 1330-20- 7[m,p] 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.. Jupiter Environmental Lahoratorles, Inc. 1 ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-018 Lab ID: 820741008 Sample ID: MTW1 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Aqueous Liquid 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-BromoOuorobenzene (S) L 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.. Y C' I Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741009 Sample ID: MTW-1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Dale Received: 7/1/2008 11:30 Matrix: Aqueous Liquid Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Oual CAS Serllivolatiles by EPA 8270C Analysis Desc: PAH List by 8270C SIM (W) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)Fluoranthene Benzo(g,h,i)perylene Benzo(k)8uoranthene Chrysene Dibenzo(a,h)anlhracene Flucranthene Fluorene I ndeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitfobenzene-d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Preparation Method: EPA 3510C SIM Analytical Method: EPA 8310 List by 8270C SIM U ug/L 0.060 0.030 1 07/03/08 U ug/L 0.044 0.022 1 07/03/08 U ug/L 0.034 0.017 1 07/03/08 U ug/L 0.032 0.016 1 07/03/08 U ug/L 0.025 0.013 1 07/03/08 U ug/L 0.052 0.026 1 07/03/08 U ug/L 0.032 0.016 1 07/03/08 U ug/L 0.025 0.013 1 07/03/08 U ug/L 0.038 0.019 1 07/03/08 U ug/L 0.040 0.020 1 07/03/08 U ug/L 0.056 0.028 1 07/03/08 U ug/L 0.020 0.010 1 07/03/08 U ug/L 0.040 0.020 1 07/03/08 U ug/L 0.044 0.022 1 07/03/08 U ug/L 0.048 0.024 1 07/03/08 U ug/L 0.040 0.020 1 07/03/08 U ug/L 0.040 0.020 1 07/03/08 U ug/L 0.056 0.028 1 07/03/08 39% 30-110 129-00-0 1 07/03/08 43% 30-110 4165-60-0 1 07/03/08 47% 30-140 321-.60-8 1 07/03/08 Report ID: 820741 - 414230 FO BFM 07/04/08 90-12-0 BFM 07/04/08 FO 91-57-6 BFM 07/04/08 FO 83-32-9 BFM 07/04/08 FO 208-96-8 BFM 07/04/08 FO 120-12-7 BFM 07/04/08 FO 56-55-3 BFM 07/04/08 FO 50-32-8 BFM 07/04/08 FO 205-99-2 BEM 07/04/08 FO 191-24-2 BEM 07/04/08 FO 207-08-9 BFM 07/04/08 FO 218-01-9 BFM 07/04/08 FO 53-70-3 BFM 07/04/08 FO 206-44-0: BFM 07/04/08 FO 86-73-7 BFM 07/04/08 FO 193-39-5 BFM 07/04/08 FO 91-20-3 BFM 07/04/08 FO 85-01.8 BEM 07/04/08 FO 129-00-0 BFM 07/04/08 FO 4165-60-0 BEM 07/04/08 FO 321-.60-8 BFM 07/04/08 FO 1718-51-0 Report ID: 820741 - 414230 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.. ?�n Page 17 of 50 Jupiter Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748001 Sample ID: MW -1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 7/1/2008 08:30 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua] CAS Analysis Desc: Chloride by EPA 325.2 Analytical Method: EPA 325.2 (W) Chloride 81 mglL 10 5.00 10 07114/08 EB 16887-00-6 Volatiles by EPA 8260B GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 50308 8260B (W) Analytical Method: EPA 82606 - 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-Dichloroelhene 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- Bromodichloromelhane 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 55 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 Dlbromomethane 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 75-00-2 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 7115/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. ' nelaC'_ ,a� Jupiter Environmental Laboratories, Inc. LOG# 820741 Project ID: 75-28302 Trafford Ranch Lab ID: 820741010 Sample ID: CPW-1 Jupiter Environmental Laboratories, Inc. 150 R Did Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 f\ ANALYTICAL RESULTS Date Received: 7/1/2008 11:30 Matrix: Aqueous Liquid Date Collected: 6/30/2008 Parameters Results Units Report Limit MDL OF 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 7/15/2008 n FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. `el Hebei Page 18 of 50 Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820741 Project ID: 75-28302 Trafford Ranch Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-018 Lab ID: 820741041 Sample ID: CPW-1 Date Received: Date Collected: 7/1/2008 11:30 6/30/2008 Matrix: Aqueous Liquid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Semivolatiles by GC Analysis Desc: EPA 8081 by GC (W) Preparation Method: EPA 351 GC _ Analytical Method: EPA 8081 (GC) 4,4' -DDD U ug/L 0.115 0.023 1007103/08 BFM 07/11/08 FO 72-54-8 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 1007103/08 BFM 07/11/08 FO 319-84-6 a -Chlordane U ug1L 0.095 0.019 1007103/08 BFM 07/11/08 FO 5103-71-9 b -BHC 6.39 ug/L 0.055 0.011 1007/03/08 BFM 07/11/08 FO L 319-85-7 d -BHC 0.611 ug/L 0.085 0.017 10 07/03/08 BFM 07/11/08 FO 319-86-8 Dieldrin U ug/L 0.090 0.018 10 07/03/08 BFM 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 11 U ug/L 0,080 0.020 1007/03/08 BFM 07/11/08 FO 33213-65-9 Endosulfan sulfate U ug/L 0,075 0.015 1007/03108 BFM 07/11/08 FO 1031-07-8 -ndrin U ug/L 0.100 0.020 1007/03/08 BFM 07/11/08 FO 72-20-8 2ndrin Aldehyde U ug/L 0.085 0.017 1007/03/08 BFM 07/11/08 FO 7421-93-4 Endrin Ketone U ug/L 0.105 0.021 10 07/03/08 BFM 07/11/08 FO 53494-70-5 g -BHC (Lindane) 0.174 ug/L 0.095 0.019 10 07/03/08 BFM 07/11/08 FO 58-89-9 g -Chlordane U ug/L 0.095 0.019 10 07/03/08 BFM 07/11/08 FO 12789-03-6 Heptachlor U ug/L 0.100 0.020 10 07/03/08 BFM 07/11/08 FO 76-44-8 Heptachlor epoxide U ug/L 0.085 0.017 10 07/03/08 BFM 07/11/08 FO 1024-57-3 Methoxychlor U ug/L 0.060 0.012 10 07/03/08 BFM 07/11/08 FO 72-43-5 Total Chlordane U ug/L 0.190 0.038 10 07/03/08 BFM 07/11/08 FO Total Toxaphene 56.3 ug/L 2.45 0.490 1007/03/08 BFM 07/11/08 FO 8001-35-2 Tetrachloro-m-xylene (S) 82% 60-130 1007103/08 BFM 07/11/08 FO 877-09-8 Decachlarobiphenyl (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.. n, a� Jupiter Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748001 Sample ID: MW -1 Jupiter Environmental Laborelones, Inc. 150 S. Old Dbde Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 7/1/2008 08:30 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Trichlorofluoromethane Vinyl chloride cis-1,2-Dichloroethene in 8 p -xylene o -Xylene ted -Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-1,3-Dichloropropene Dibromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: PAH List by 8270C SIM (W) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthrecene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl (S) p-Terphenyl-d14 (S) Semivolatiles by GC Report ID: 820748 - 413826 7/15/2008 M U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS 75-69-4 U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS 75-01-4 U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 156-59-2 U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 07/03/08 SS 460-00-4 FO 208-96-8 U ug/L 0.025 7[m,pj U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 1634-04-4 U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 86% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 91 % 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 91 % 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Preparation Method: EPA 3510C SIM 9 Analytical Method: EPA 8310 List by 8270C SIM I i U ug/L 0.060 0.030 1 07/07/08 BFM 07/07/08 FO 90-12-0 U ug/L 0.044 0.022 1 07/07/08 BFM 07/07/08 FO 91-57-6 U ug/L 0.034 0.017 1 07/07/08 BFM 07/07/08 FO 83-32-9 U ug/L 0.032 0.016 1 07/07/08 BFM 07/07/08 FO 208-96-8 U ug/L 0.025 0.013 1 07/07/08 BFM 07/07/08 FO 120-12-7 U ug/L 0.052 0.026 1 07/07/08 BFM 07/07/08 FO 56-55-3 U ug/L 0.032 0.016 1 07/07/08 BEM 07/07/08 FO 50-32-8 U ug/L 0.025 0.013 1 07/07/08 BFM 07/07/08 FO 205-99-2 U ug/L 0.038 0.019 1 07/07/08 BFM 07/07/08 FO 191-24-2 U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 207-08-9 U ug/L 0.056 0.028 1 07/07/08 BFM 07/07/08 FO 218-01-9 U ug/L 0.020 0:010 1 07/07/08 BFM 07/07/08 FO 53-70-3 U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 206-44-0 U ug/L 0.044 0.022 1 07/07/08 BFM 07/07/08 FO 86-73-7 U ug/L 0.048 0.024 1 07/07/08 BFM 07/07/08 FO 193-39-5 U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 91-20-3 U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 85-01-8 U ug/1- 0.056 0.028 1 07/07/08 BFM 07/07/08 FO 129-00-0 40% 30-110 1 07/07/08 BFM 07/07/08 FO 4165-60-0 42% 30-110 1 07/07/08 BFM 07/07/08 FO 321-60-8 64% 30-140 1 07/07/08 BFM 07/07/08 FO 1718-51-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. y Page 6 of 35 Jupiter Environmental Laboratories, Inc.. LOG# 820748 Project ID: 75-28302 Lab ID: 820748001 Sample ID: MW -1 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICALRESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 71/2008 08:30 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua] CAS Analysis Desc: Florida PRO by GC (W) Preparation Method: �C -r 07/03/08 Analytical Method: f PRO (GC) Florida Pro Total 0.319 mg/L 0.080 0.045 o-Terphenyl(S) 79 % 50-150 n-Triacontane-d62 (S) 70% 50-150 Analysis Desc; EPA 200.8 Total RCRA-8 Preparation Method: EPA 200.2 mod. Metals (W) 107/03/08 ZS Analytical Method: EPA 200.8 (Total) Chromium U mg/L 0.0020 0.000038 Arsenic 0.0086 mg/L 0.0020 0.00016 Selenium U ni 0.0020 0.00047 Silver U mg/L 0.0020 0.000070 Cadmium U mg/L 0.0020 0.000091 Barium 0.051 ri 0.0020 0.00014 Mercury U mg/L 0.0020 0.0012 -ad U mg/L 0.0020 0.00012 1 07/07/08 BFM 07/07/08 FO 1 07/07/08 BFM 07/07/08 FO 1 07/07/08 BFM 07/07/08 FO 107/03/08 ZS 07/03/08 ZS 107/03/08 ZS 07/03/08 ZS 1 07/03/08 ZS 07/03/08 ZS 107/03/08 ZS 07/03/08 ZS 1 07/03/08 ZS 07/03/08 ZS 1 07/03/08 ZS 07/03/08 ZS 1 07/03/08 ZS 07/03/08 ZS 107/03/08 ZS 07/03/08 ZS Report ID: 820748 - 413826 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.. � AOCnpO 84-15-1 93952-07-9 7440-47-3 7440-38-2 7782-49-2 7440-22-4 7440-43-9 7440-39-3 7439-97-6 7439-92-1 Page 7 of 35 Analysis Desc: Chloride by EPA 325.2 (W) Chloride Volatiles by EPA 82608 GCIMS Analysis Desc: EPA 8021 Scan by 8200B (W) 1,1,1,2 -Tetrachloroethane 1,1,1 -Trichloroethane 1,1,2 -Trichloroethane 1,1-Dichloroelhane 1,1-Dichloroethene 1,1-Dichloropropene 1,2-DBCP 1,2-Dibromoelhane (EDB) 1,2 -Dichlorobenzene 1,2-Dichloroelhane 1,2-Dichloropropane 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane Dibromochloromethane Dibromomethane cis-1,3-Dichloropropene Ethylbenzene Methylene chloride Tetrachloroethene Toluene Trichloroethene Report ID: 820748 - 413826 7/15/2008 M Analytical Method: EPA 325.2 970 mg/L 20 10.0 Preparation Method: EPA 50308 Analytical Method: EPA 82608 Jupiter 1.00 0.390 Jupiter Environmental Old Dixie High Inc. 50 S Highway 1.00 0.410 U ug/L 1.00 Ju iter, Jupiter, FL 33458 I!� EnVIronignental Lallnrnforl P.s, Inc 0.390 U ug/L Phone: (561)575-0030 / 0.540 U ug/L 1.00 0.440 Fax: (561)575-4118 1.00 0.200 ANALYTICAL RESULTS 100 0.540 LOG# 820748 0.380 U ug/L 1.00 Project ID: 75-28302 1.00 0.340 U ug/L Lab ID: 820748002 Dale Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample ID: MW -2 Date Collected: 7/1/200809:11 1.00 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Quart CAS Analysis Desc: Chloride by EPA 325.2 (W) Chloride Volatiles by EPA 82608 GCIMS Analysis Desc: EPA 8021 Scan by 8200B (W) 1,1,1,2 -Tetrachloroethane 1,1,1 -Trichloroethane 1,1,2 -Trichloroethane 1,1-Dichloroelhane 1,1-Dichloroethene 1,1-Dichloropropene 1,2-DBCP 1,2-Dibromoelhane (EDB) 1,2 -Dichlorobenzene 1,2-Dichloroelhane 1,2-Dichloropropane 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane Dibromochloromethane Dibromomethane cis-1,3-Dichloropropene Ethylbenzene Methylene chloride Tetrachloroethene Toluene Trichloroethene Report ID: 820748 - 413826 7/15/2008 M Analytical Method: EPA 325.2 970 mg/L 20 10.0 Preparation Method: EPA 50308 Analytical Method: EPA 82608 U ug/L 1.00 0.390 U ug/L 1.00 0.410 U ug/L 1.00 0.500 U ug/L 1.00 0.390 U ug/L 1.00 0.540 U ug/L 1.00 0.440 U ug/L 1.00 0.200 U ug/L 100 0.540 U ug/L 1.00 0.380 U ug/L 1.00 0.470 U ug/L 1.00 0.340 U ug/L 1.00 0.360 U ug/L 1.00 0.300 U ug/L 1.00 0.420 U ug/L 1.00 0.200 U ug/1- 1.00 0.350 U ug/L 1.00 0.470 U ug/L 1.00 0.290 U ug/L 1.00 0.370 U ug/L 1.00 0.290 U ug/L 1.00 0.260 U ug/L 1.00 0.450 U ug/L 1.00 0.700 U ug/L 1.00 0,510 U ug/L 1.00 0.540 U ug/L 1.00 0.390 U ug/L 1.00 0.350 U ug/L 1.00 0.250 U ug/L 1.00 0.520 U ug/L 4.00 2.00 U ug/L 1.00 0.520 U ug/L 1.00 0.470 U ug/L 1.00 0.420 20 07/14/08 EB 16887-00-6 1 07/02/08 SS 07/03/08 SS 630-20-6 1 07/02/08 SS 07/03/08 SS 71-55-6 107/02/08 SS 07/03/08 SS 79-00-5 1 07/02/08 SS 07/03/08 SS 75-34-3 107/02/08 SS 07/03/08 SS 75-35-4 1 07/02/08 SS 07/03108 SS 563-58-6 107/02/08 SS 07/03/08 SS 96-12-8 1 07/02/08 SS 07/03/08 SS 106-93-4 1 07/02/08 SS 07/03/08 SS 95-50-1 1 07/02/08 SS 07/03/08 SS 107-06-2 107/02/08 SS 07/03/08 SS 78-87-5 1 07/02/08 SS 07/03/08 SS 541-73-1 1 07/02/08 SS 07/03/08 SS 142-28-9 1 07/02/08 SS 07/03/08 SS 106-46-7 107/02/08 SS 07/03/08 SS 594-20-7 107/02/08 SS 07/03/08 SS 71-43-2 107/02/08 SS 07/03/08 SS 74-97-5 1 07/02/08 SS 07/03/08 SS 75-27-4 1 07/02/08 SS 07/03/08 SS 75-25-2 107/02/08 SS 07/03/08 SS 74-83-9 107/02/08 SS 07/03/08 SS 56-23-5 1 07/02/08 SS 07/03/08 SS 108-90-7 1 07/02/08 SS 07/03/08 SS 75-00-3 1 07/02/08 SS 07/03/08 SS 67-66-3 1 07/02/08 SS 07103/08 SS 74-87-3 107/02/08 SS 07/03/08 SS 124-48-1 107/02/08 SS 07/03/08 SS 74-95-3 1 07/02/08 SS 07/03/08 SS 10061-01-5 1 07/02/08 SS 07/03/08 SS 100-41-4 1 07/02/08 SS 07/03/08 SS 75-09-2 1 07/02/08 SS 07/03/08 SS 127-18-4 107/02/08 SS 07/03/08 SS 108-88-3 107/02/08 SS 07/03/08 SS 79-01-6 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. e,vwcen r-1 �4 Page 8 of 35 Jupiter EnAmninental Laboratories, Inc. l LOG# 820748 Project ID: 75-28302 Lab ID: 820748002 Sample ID: MW -2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone; (661)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 7111200809:11 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS cis-1,2-Dichloroethene 6.47 ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS m & p -xylene 0.690i ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS o -Xylene tert-Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-1,3-Dichloropropene Dibromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: PAH List by 8270C SIM (W) i -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranlhene Fluorene Indeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Semivolatiles by GC Report ID: 820748 - 413826 7/15/2008 2.98 ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 0.510i ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 75-69-4 75-01-4 156-59-2 1330-20- 7[m,p] 95-47-6 1634-04-4 U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 89% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 95% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 97% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Preparation Method: EPA 3510C SIM Analytical Method: EPA 8310 List by 8270C SIM U ug/L 0.060 0.030 1 07/07/08 BFM 07/07/08 FO 90-12-0 U ug/L 0.044 0.022 1 07/07/08 BFM 07/07/08 FO 91-57-6 U ug/L 0.034 0.017 1 07/07/08 BFM 07/07/08 FO 83-32-9 U ug/L 0.032 0.016 1 07/07/08 BEM 07/07/08 FO 208-96-8 U ug/L 0.025 0.013 1 07/07/08 BFM 07/07/08 FO 120-12-7 U ug/L 0.052 0.026 1 07/07/08 BFM 07/07/08 FO 56-55-3 U ug/L 0.032 0.016 1 07/07/08 BFM 07/07/08 FO 50-32-8 U ug/L 0.025 0,013 1 07/07/08 BEM 07/07/08 FO 205-99-2 U ug/L 0.038 0.019 1 07/07/08 BFM 07/07/08 FO 191-24-2 U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 207-08-9 U ug/L 0.056 0.028 1 07/07/08 BFM 07/07/08 FO 218-01-9 U ug/L 0.020 0.010 1 07/07/08 BFM 07/07/08 FO 53-70-3 U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 206-44-0 U ug/L 0.044 0.022 1 07/07/08 BFM 07/07/08 FO 86-73-7 U ug/L 0.048 0.024 1 07/07/08 BFM 07/07108 FO 193-39-5 0.710 ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 91-20-3 U ug/L 0.040 0.020 1 07/07/08 BFM 07/07/08 FO 85-01-8 U ug/L 0.056 0.028 1 07/07/08 BFM 07/07/08 FO 129-00-0 50% 30-110 1 07/07/08 BFM 07/07/08 FO 4165-60-0 43% 30-110 1 07/07/08 BFM 07/07/08 FO 321-60-8 55% 30-140 1 07/07/08 BEM 07/07/08 FO 1718-51-0 Page 9 of 35 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not bereproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. p pYAaa Y'S�r 'd7 Jupiter Environmental Lahoratorles, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748002 Sample ID: MW -2 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 7/1/200809:11 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc: Florida PRO by GC (W) Florida Pro Total o-Terphenyl(S) n-Triacontane-d62 (S) Analysis Done: EPA 200,8 Total RCR4- Metals (W) Chromium Arsenic Selenium Silver Cadmium Barium Mercury Lead Preparation Method: EPA 3510C Analytical Method: FL -PRO (GC) 7.42 mg/L 0.400 0.225 82% 50-150 82 % 50-150 8 Preparation Method: EPA 200.2 mod, Analytical Method: EPA 200.8 (Total) 0.0047 mg/L 0.0020 0.000038 0.0055 mg/l- 0.0020 0.00016 U mg/L 0.0020 0.00047 U mg/L 0.0020 0.000070 U mg/L 0.0020 0.000091 0.16 mg/L 0.0020 0.00014 U mg/L 0.0020. 0.0012 U mg/L 0.0020 0.00012 5 07/07/08 BFM 07/09/08 FO 507107108 BFM 07/09/08 FO 84-15-1 507/07/08 BFM 07/09/08 FO 93952-07-9 11 1 07/03/08 ZS 07103/08 ZS 7440-47-3 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 107/03/08 ZS 07/03/08 ZS 7440-43-9 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 107/03/08 ZS 07/03/08 ZS 7439-97-6 1 07/03/08 ZS 07/03/08 ZS 7439-92-1( Report ID: 820748 - 413826 7/15/2008 FDOH# E86546 CERTIFICATE OF ANALYSIS report eport shall not be reproduced. except In full, (') without theconsent of Jupiter Environmental Laboratories, Inc.. Page 10 of 35 " Jupiter Envlromnental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820748003 Sample ID: MW -3 Date Received: Date Collected: 7/2/2008 09:45 7/1/200809:51 Matrix: Aqueous Liquid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By 01ual CAS Analysis Desc: Chloride by EPA 325.2 Analytical Method: EPA 325.2 (W) Chloride 310 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 82608 GC/MS Analysis Dose: 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/1- 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 07/02108 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 Bromomelhane 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 ugll- 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 Tetrachlomethene 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.. p „Aven� w vne� ' Jupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4118 \r Lab ID: 820748003 Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Sample lD: MW -3 Date Collected: 7/1/200809:51 U ug/L Parameters 0.620 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 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07103/08 SS cls-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS in & p -xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS o -Xylene ten -Butyl methyl ether (MTBE) trans-1,2-Dlchloroethene trans-1,3-Dichlompropene Dibromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: PAH List by 8270C SIM (W) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranlhene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene I ndeno(1, 2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-dl4 (S) Semivolatiles by GC Report ID: 820748 - 413826 7115/2008 U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS U ug/L 1.00 0A40 1 07/02/08 SS 07/03/08 SS 75-69-4 75-01-4 156-59-2 1330-20- 7[m.p] 95-47-6 1634-04-4 U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 93% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 96% 70-130 '1 07/02/08 SS 07/03/08 SS 2037-26-5 93% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Preparation Method: EPA 3510C SIM Analytical Method: EPA 8310 List by 8270C SIM U ug/L 0.060 0.030 1 07/08/08 BFM 07/08/08 FO 90-12-0 U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 91-57-6 U ug/L 0.034 0.017 1 07/08/08 BFM 07/08/08 FO 83-32-9 U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 208-96-8 U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 120-12-7 U ug/L 0.052 0.026 1 07/08/08 BFM 07/08/08 FO 56-55-3 U ug/L 0.032 0.016 1 07/08/08 BEM 07/08/08 FO 50-32-8 U ug/L 0.025 0.013 1 07/08/08 BEM 07/08/08 FO 205-99-2 U ug/L 0.038 0.019 1 07/08/08 BFM 07/08/08 FO 191-24-2 U ug/L 0.040 0.020 1 07/08/08 BEM 07/08/08 FO 207-08-9 U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 218-01-9 U ug/L 0.020 0.010 1 07/08/08 BFM 07/08/08 FO 53-70-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 206-44-0 U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 86-73.7 U ug/L 0.048 0.024 1 07/08/08 BFM 07/08/08 FO 193-39-5. U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 91-20-3 U ug/L 0.040 0.020 1 07/08/08 BEM 07/08/08 FO 85-01-8 U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 129-00-0 48% 30-110 1 07/08/08 BFM 07/08/08 FO 4165-60-0 54% 30-110 1 07/08/08 BFM 07/08/08 FO 321-60-8 77% 30-140 1 07/08/08 BFM 07/08/08 FO 1718-51-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. iehcc-- Page 12 of 35 Jupiter Fnvlronmental Lahoratorles, Inc. ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820748003 Sample ID: MW -3 Date Received: Date Collected: 7/2/2008 09:45 7/1/2008 09:51 Matrix: Aqueous Liquid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua[ 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 BEM 07/09/08 FO o-Terphenyl(S) 74 % 50-150 1 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triacantane-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 0.00101 mg/L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 Z8 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 gad 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.. nelac 10 Jupiter Envlrnnmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748004 Sample ID: MW -4 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Dale Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 7/11200813:51 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qua[ CAS Analysis Desc: Chloride by EPA 325.2 (W) Chloride Volatiles by EPA 8260B GC/MS Analysis Desc: EPA 8021 Scan by 8260B (W) 1,1,1,2 -Tetrachloroethane 1,1,1 -Trichloroethane 1,1,2 -Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2-DBCP 1,2-Dibromoethane (EDB) 1,2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane Benzene Bromochloromethane Bromodichlorometha ne Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane Dibromochloromethane Dibromomethane cis-1,3-Dichloropropene Ethylbenzene Methylene chloride Tetrachloroethene Toluene Trichloroethene Report ID: 820748 - 413826 7/15/2008 Analytical Method: EPA 325.2 23 mg/L 1.0 0.500 1 07/14/08 EB 16887-00-6 SS 8 8 S 8 8 8 8 8 8 8 S S 8 8 8 07/03108 SS 630-20-6 SS 07/03/08 SS 71-55-6 SS 07/03/08 SS 79-00-5 SS 07/03/08 SS 75-34-3 S 07/03/08 SS 75-35-4 S S 07/03/08 SS 563-58-6 S S 07/03/08 SS 96-12-8 SS 07/03108 SS 106-93-4/ SS 07/03/08 SS 95-50-1 SS S 07/03/08 SS 107-06-2 5 07/03/08 SS 78-87-5 S S 07/03/08 SS 541-73-1 S S 07103/08 SS 142-28-9 S5 S 07103/08 SS 106-46-7 S 07/03/08 SS 594-20-7 S S 07/03108 SS 71-43-2 S S 07/03108 SS 74-97-5 SS S 07103/08 SS 75-27-4 SS 07/03/08 SS 75-25-2 SS 07/03/08 SS 74-83-9 SS 07/03/08 SS 56-23-5 SS 07103/08 SS 108-90-7 SS 07/03/08 SS 75-00-3 SS 07/03/08 SS 67-66-3 SS 07/03108 SS 74-87-3 SS 07/03/08 SS 124-48-1 SS 07/03/08 SS 74-95-3 SS 07103/08 SS 10061-01-5 SS 07103/08 SS 100-41-4 SS 07/03/08 SS 75-09-2 SS 07/03108 SS 127-18-4 SS 07/03/08 SS 108-88-3 SS 07/03/08 SS 79-01-6 g/L L00 0.420 1 07/02/0 Preparation Method: EPA 50308 Analytical Method: EPA 8260B /L 1.00 0.390 1 07/02/08 /L 1.00 0.410 1 07/02/08 IL 1.00 0.500 107!02108 /L 1.00 0.390 1 07/02/08 /L 1.00 0:540 107/02/08 /L 1.00 0.380 107/02/08 /L 1.00 0.360 1 07/02/08 IL 1.00 0.300 1 07/02108 g/L 1.00 0.200 107/02/08 gIL 1.00 0.470 107/02/08 g/L 1.00 0.290 1 g/L 1.00 0.260 1 g/L 1.00 0.510 1 g/L 1.00 0.390 107/02/0 g!L 1.00 0.250 1 g/L 1.00 0.520 1 g/L 4.00 2.00 1 07/02/0 07/02/0 g/L 1.00 0.470 1 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. �1 �g Page 14 of 35 U ug U ug U ug U ug U ug/L 1.00 0.540 1 07102/08 U ug/L 1.00 0.440 107/02/08 U ug/L 1.00 0.200 1 07/02108 U ug U ug U ug/L 1.00 0.470 107/02/08 U ug/L 1.00 0.340 107!02/08 U ug U ug Uug/L 1.00 0.420 107102108 U Uug/L 1.00 0.350 1 07/02/08 U Uug/L 1.00 0.290 107/02/08 Uug/L 1.00 0.370 1 07/02/0 Uu 07/02/0 Uu 07/02/0 Uug/L 1.00 0.450 1 07/02/0 Uug!L 1.00 0.700 1 07/02/0 Uu 07/02/0 UugIL 1.00 0.540 1 07/02!0 U Uug/L 1.00 0.350 1 07/02/0 Uu 07/02/0 Uu 07/02/0 U Uug/L 1.00 0.520 1 0.6701 u 07/0210 Uu Page 14 of 35 Jupiter Environmental Laboratories, Inc. ( LOG# 820748 Project ID: 75-28302 Lab ID: 820748004 Sample ID: MW -4 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Date Collected: 7/1/2008 13:51 Aqueous Liquid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Trichlorofluoromethane U u9/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS in & p -xylene 0.790i ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS o -Xylene Cert -Butyl methyl ether (MTBE) trans-1,2-Dich loroethene trans-1,3-Dichloropropene Dibromofluoromelhane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: PAH List by 8270C SIM (W) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a.,h)anlhracene Fluoranthene Fluorene Indeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Semivolatiles by GC Report ID: 820748 - 413826 7/15/2008 U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 75-69-4 75-01-4 156-59-2 1330-20- 7[m,p] 95-47-6 1634-04-4 U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 89% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 91 % 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 90% 70-130 1 07/02/08 SS 07/03/08 SS 460-00.4 Preparation Method: EPA 3510C SIM Analytical Method: EPA 8310 List by 8270C SIM U ug/L 0.060 0.030 1 07/08/08 BFM 07/08/08 FO 90-12-0 U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 91-57-6 U ug/L 0.034 0.017 1 07/08/08 BFM 07/08/08 FO 83-32-9 U ug/L 0.032 0.016 1 07/08/08 BEM 07/08/08 FO 208-96-8 U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 120-12-7 U ug/L 0.052 0.026 1 07/08/08 BFM 07/08/08 FO 56-55-3 U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 50-32-8 U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 205-99-2 U ug/L 0.038 0.019 1 07/08/08 BFM 07/08/08 FO 191-24-2 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 207-08-9 U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 218-01-9 U ug/L 0.020 0,010 1 07/08/08 BFM 07/08/08 FO 53-70-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 206-44-0 U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 86-73-7 U ug/L 0.048 0.024 1 07/08/08 BFM 07/08/08 FO 193-39-5 0.075 ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 91-20-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 85-01-8 U ug/L 0.056 0.028 1 07/08/08 BEM 07/08/08 FO 129-00.0 46% 30-110 1 07/08/08 BFM 07/08/08 FO 4165-60-0 53% 30-110 1 07/08/08 BFM 07/08/08 FO 321-60-8 71 % 30-140 1 07/08/08 BFM 07/08/08 FO 1718-51-0 Page 15 of 35 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. 4 Y7 6 Jupiter Jupiter Environmental Old Dixie Highway Inc. 50 S. Dixie Highway Jupiter, FL 33458 Ju Environmental Laboratories, Inc. Phone: (561)575-0030 / 1` 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 Oual CAS Analysis Base: 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 BEM 07/09/08 FO 84-15-1 n-Triaconlane-d62(S) 71 % 50-150 1 07107/08 BFM 07/09/08 FO 93952-07-9 Analysis Base: EPA 200.8 Total RCRA-8 Preparation Method: EPA 200.2 mod. Metals (W) Analylical Method: EPA 200.8 (Total) AOL 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.. rJupiter Environmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab 10: 820748005 Sample ID: MW -5 Date Received: Date Collected: 7/2/2008 09:45 711/200810:35 Matrix: Aqueous Liquid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Analysis Desc: Chloride by EPA 325.2 Analytical Method: EPA 325.2 (W) Chloride 270 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 50308 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 i ,2-Dlbromoethane (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 07102108 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 Tetrachloroethane U uglL 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 C CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Jupiter Environmental Labnratorles, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748005 Sample ID: MW -5 Jupiter Environmental Laboratories, Inc. 150 5, Old Dixie Highway Jupiter, FL 33458 Phone:(561)575-OD30 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid 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 Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS m & p -xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS o -Xylene tert-Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-1,3-Dichloropropene Dibromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: PAH List by 8270C SIM (W) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranlhene Benzo(g,h,l)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2, 3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Semivolatiles by GC Report ID: 820748 - 413826 7/15/2008 U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 75-69-4 75-01-4 156-59-2 1330-20- 7(m,pj 95-47-6 1634-04-4 U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 87% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 88% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 96% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Preparation Method: EPA 3510C SIM Analytical Method: EPA 8310 List by 8270C SIM U ug/L 0.060 0.030 1 07/08/08 BEM 07/08/08 FO 90-12-0 U ug/L 0.044 0.022 1 07/08/08 BEM 07/08/08 FO 91-57-6 U ug/L 0.034 0.017 1 07/08/08 BFM 07/08/08 FO 83-32-9 U ug/L 0.032 0.016 1 07/08/08 BEM 07/08/08 FO 208-96-8 U ug/L 0.025 0.013 1 07/08/08 BEM 07/08/08 FO 120-12-7 U ug/L 0.052 0.026 1 07/08/08 BFM 07/08/08 FO 56-55-3 U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 50-32-8 U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 205-99-2 U ug/L 0.038 0.019 1 07/08/08 BFM 07/08/08 FO 191-24-2 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 207-08-9 U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 218-01-9 U ug/L 0.020 0.010 1 07/08/08 BFM 07/08/08 FO 53-70-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 206-44-0 U ug/L 0.044 0.022 '1 07/08/08 BFM 07/08/08 FO 86-73-7 U ug/L 0.048 0.024 1 07/08/08 BEM 07/08/08 FO 193-39-5 U ug/L 0.040 0.020 1 07/08/08 BEM 07/08/08 FO 91-20-3 U ug/L 0.040 0.020 1 07/08/08 BEM 07/08/08 FO 85-01-8 U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 129-00-0 45% 30-110 1 07/08/08 BFM 07/08/08 FO 4165-60-0 57 % 30-110 1 07/08/08 BFM 07/08/08 FO 321-60-8 69% 30-140 1 07/08/08 BFM 07/08/08 FO 1718-51-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Page 18 of 35 rJupiter Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748005 Sample ID: MW -5 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fmc (561)575-4118 ANALYTICAL RESULTS Dale Received: 7/2/2008 09:45 Matrix: Aqueous Liquid 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 07/03/08 Analytical Method: FL -PRO (GC) Florida Pro Total 0.600 m9/L 0.080 0.045 o-Terphenyl(S) 79% 50-150 n-Triacontane-d62 (S) 73 % 50-150 Analysis Desc: EPA 200.8 TpbW I?QRA,Preparation Method: EPA 200.2 mod. _ . _ Metals (W) 07/03/08 ZS Analytical Method: EPA 200.8 (Total) Chromium 0.0032 mg/L 0.0020 0.000038 Arsenic U mg/L 0.0020 0.00016 Selenium U mg/L 0.0020 0.00047 Silver U mg/L 0.0020 0.000070 Cadmium U mg/L 0.0020 0.000091 Barium 0.077 mg/L 0.0020 0.00014 Mercury U mg/L 0.0020 0.0012 / aad U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 1 07/07/08 BFM 07/09/08 FO 1 07/03/08 1 07/07/08 BFM 07/09/08 FO 84-15-1 1 07/07/08 BFM 07/09/08 FO 93952-07-9 1 07/03/08 ZS 07/03/08 ZS 7440.47-3 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 1 07/03/08 ZS 07/03/08 ZS 7782-49-2 1 07/03/08 ZS 07/03/08 ZS 7440-22-4 1 07/03/08 ZS 07/03/08 ZS 7440-43-9 1 07/03/08 ZS 07/03/08 ZS 7440-39.3 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 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.. , neo e r;� Jupiter Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748006 Sample ID: MW -6 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 / Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 7/112008 11:18 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc: Chloride by EPA 325.2 (W) Chloride Volatiles by EPA 82608 GCIMS Analysis Desc:EPA 8021 Scan by 8260B (W) 1,1,1,2 -Tetrachloroethane 1,1,1 -Trichloroethane 1,1,2 -Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2-DBCP 1,2-Dibromoethane (EDB) 1;2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropropane 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane Benzene Bromochloromethane Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane Dibromoch loromethane Dibromomethane cis-1,3-Dichloropropene Ethylbenzene Methylene chloride Tetrachloroethene Toluene Trichloroethene Report ID: 820748 - 413826 7/15/2008 Analytical Method: EPA 325.2 25 mg/L 1.0 0.500 Preparation Method: EPA 50308 Analytical Method: EPA 82608 U ug/L 1.00 0.390 U ug/L 1.00 0.410 U ug/L 1.00 0.500 U ug/L 1.00 0.390 U uglL 1.00 0.540 U ug/L 1.00. 0.440 U ug/L 1.00 0.200 U ug/L 1.00 0.540 U ug/L 1.00 0.380 U ug/L 1.00 0.470 U ug/L 1.00 0.340 U. ug/L 1.00 0.360 U ug/L 1.00 0.300 U ug/L 1.00 0.420 U ug/L 1.00 0.200 U ug/L 1.00 0.350 U ug/L 1.00 0.470 U ug/L 1.00 0.290 U ug/L 1.00 0.370 U ug/L 1.00 0.290 U ug/L 1.00 0.260 U ug/L 1.00 0.450 U ug/L 1.00 0.700 U ug/L 1.00 0.510 U ug/L 1.00 0.540 U ug/L 1.00 0.390 U ug/L 1.00 0.350 U ug/L 1.00 0.250 U ug/L 1.00 0.520 U ug/L 4.00 2.00 U ug/L 1.00 0.520 U ug/L 1.00 0.470 U ug/L 1.00 0.420 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Y?C Page 20 of 35 07/14/08 EB 1 16887-00-6 1 07/02/08 SS 07/03/08 IWOMN SS 630-20-6 107/02/08 SS 07/03/08 SS 71-55.6 107/02/08 SS 07/03/08 SS 79-00-5 107/02/08 SS. 07/03/08 SS 75-34-3 1 07/02/08 SS 07/03/08 SS 75-35-4 107/02/08 SS 07/03/08 SS 563-58-6 1 07/02/08 SS 07/03/08 SS 96-12-8 107/02/08 SS 07/03/08 SS 106-93-41 1 07/02/08 SS 07/03/08 SS 95-50-1' 1 07/02/08 SS 07/03/08 SS 107-06-2 1 07/02/08 SS 07/03/08 SS 78-87-5 1 07/02/08 SS 07/03/08 SS 541-73-1 1 07/02/08 SS 07/03/08 SS 142-28-9 1 07/02/08 SS 07/03/08 SS 106-46-7 107/02/08 SS 07/03/08 SS 594-20-7 1 07/02/08 SS 07/03/08 SS 71-43-2 1 07/02108 SS 07/03/08 SS 74-97-5 107/02/08 SS 07/03/08 SS 75-27-4 1 07/02/08 SS 07/03/08 SS 75-25-2 1 07/02/08 SS 07/03/08 SS 74-83-9 107/02/08 SS 07/03/08 SS 56-23-5 107/02/08 SS 07/03/08 SS 108-90-7 107/02/08 SS 07/03/08 SS 75-00-3 1 07/02/08 SS 07/03/08 SS 67-66-3 107/02/08 SS 07!03/08 SS 74-87-3 107/02/08 SS 07/03/08 SS 124-48-1 1 07/02/08 SS 07/03/08 SS 74-95-3 1 07/02/08 SS 07/03/08 SS 10061-01-5 1 07/02/08 SS 07/03/08 SS 100-41-4 107/02/08 SS 07/03/08 SS 75-09-2 1 07/02/08 SS 07/03/08 SS 127-18-4 1 07/02/08 SS 07/03/08 SS 108-88-3 107/02/08 SS 07/03/08 SS 79-01-6 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Y?C Page 20 of 35 Jupiter Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748006 Sample ID: MW -6 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 ANALYTICAL RESULTS Date Received: 7/212008 09:45 Matrix: Date Collected: 7/1/2008 11:18 Phone: (561)575-0030 Fax: (561)575-4118 Aqueous. Liquid Parameters Results Units Report Limit MDL OF Prepared By Analyzed. By Qual GAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS in & p -xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS o -Xylene tert-Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-1,3-Dichloropropene Dibromofluoromelhane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis best: PAH List by 8270C SIM (W) I -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthmcene Benzo(a)pyrene Benzo(b)fluoranthene. Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Semivolatiles by GC Report ID: 820748 - 413826 7/15/2008 U ug/L - 1.00 0.670 1 07/02/08 SS 07/03/08 SS U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 75-69-4 75-01-4 156-59.2 1330-20- 7(m.p) 95-47-6 1634-04-4 U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 88% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 89% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 94% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Preparation Method: EPA 3510C SIM Analytical Method: EPA 8310 List by 8270C SIM U ug/L 0.060 0.030 1 07/08/08 BEM 07/08/08 FO 90-12-0 U ug/L 0.044 0.022 1 07/08/08 BEM 07/06/08 FO 91-57-6 U ug/L 0.034 0.017 1 07/08/08 BFM 07/08/08 FO 83-32-9 U ug/L 0.032 0.016 1 07/08/08 BEM 07/08/08 FO 208-96-8 U ug/L 0.025 0.013 1 07/08/08 BEM 07/08/08 FO 120-12-7 U ug/L 0.052 0.026 1 07/08/08 BEM 07/08/08 FO 56.55-3 U ug/L 0.032 0.016 1 07/08/08 BFM 07/08/08 FO 50-32-8 U ug/L 0.025 0.013 1 07/08/08 BFM 07/08/08 FO 205-99-2 U ug/L 0.038 0.019 1 07/08/08 BFM 07/08/08 FO 191-24-2 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 207-08-9 U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 218-01-9 U ug/L 0.020 0.010 1 07/08/08 BFM 07/08/08 FO 53-70-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 206-44-0 U ug/L 0.044 0.022 1 07/08/08 BFM 07/08/08 FO 86-73-7 U ug/L 0.048 0.024 1 07/08/08 BFM 07/08/08 FO 193-39-5 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 91-20-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/08/08 FO 85.01-8 U ug/L 0.056 0.028 1 07/08/08 BFM 07/08/08 FO 129-00-0 42% 30-110 1 07/08/08 BFM 07/08/08 FO 4165-60-0 47% 30-110 1 07/08/08 BFM 07/08/08 FO 321-60-8 62% 30-140 1 07/08/08 BFM 07/08/08 FO 1718-51-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. neee. '� Page 21 of 35 Jupiter Environmental Laboratories Inc. u i to r 150 S. Old Dixie Highway p Jupiter, FL 33458 Envlrnmrlental Lahoratnrles, Inc. Phone: (561)575-0030 / Fax: (561)575 4118 1 ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Lab ID: 820748006 Date Received: 7/212008 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) AM Florida Pro Total 0.220 mg/L 0.080 0.045 1 07/07/08 BFM 07/09/08 FO o-Terphenyl (S) 74 1 50-150 1 07/07/08 BFM 07/09/08 FO 84-15-1 n-Triaconlane-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 ni 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.. 9 '!'"Reosp y��s Jupiter Environmental Lahoratorles, Inc. ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820748007 Sample ID: MW -7 Date Received: Date Collected: 7/2/2008 09:45 7/1/2008 11:58 Matrix: Aqueous Liquid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Dual CAS Analysis Desc: Chloride by EPA 325.2 911lpW Analytical Method: EPA 325.2 (W) 70 Chloride 110 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 50308-- 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 i 2-Dibromoethane (EDB) U ug/L 1.00 0.540 1 07/02108 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 07103/08 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 Dibromochloromelhane 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 cls-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 FDOFI# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent or Jupiter Environmental Laboratories, Inc.. "'helac-= �' Jupiter Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748007 Sample ID: MW -7 Jupiter Environmental Laboratories, Inc. 150 S. Old Olxie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid 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 in & p -xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 0.056 0.028 1 07/08/08 U ug/L 0.020 0.010 1 07/08/08 U ug/L 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) 0.056 0.028 1 07/08/08 46% 30-110 FO 1 07/08/08 51 % 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 ug1L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 Dibromo8uaromethane (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 (W) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-od)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Semivolatiles by GC Report ID: 820748 - 413826 7/15/2008 o- Preparation Method: EPA 3510C SIM 07/09/08 Analytical Method: EPA 8310 List by 8270C SIM U ug/L 0.060 0.030 1 07/08/08 U ug/L 0.044 0.022 1 07/08/08 U ug/L 0.034 0.017 1 07/08/08 U ug/L 0.032 0.016 1 07/08/08 U ug/L 0.025 0.013 1 07/08/08 U ug/L 0.052 0.026 1 07/08/08 U ug/L 0.032 0.016 1 07/08/08 U ug/L 0.025 0.013 1 07/08/08 U ug/L 0.038 0.019 1 07/08/08 U uglL 0.040 0.020 1 07/08/08 U ug/L 0.056 0.028 1 07/08/08 U ug/L 0.020 0.010 1 07/08/08 U ug/L 0.040 0.020 1 07/08/08 U ug/L 0.044 0.022 1 07/08/08 U ug/L 0.048 0.024 1 07/08/08 0.045 ug/L 0.040 0.020 1 07/08/08 U ug/L 0.040 0.020 1 07/08/08 U ug/L 0.056 0.028 1 07/08/08 46% 30-110 FO 1 07/08/08 51 % 30-110 FO 1 07/08/08 67% 30-140 1 07/08/08 BFM 07/09/08 FO 90-12-0 BFM 07/09/08 FO 91-57-6 BFM 07/09/08 FO 83-32-9 BEM 07/09/08 FO 208-96-8 BFM 07/09/08 FO 120-12-7 BFM 07/09/08 FO 56-55-3 BFM 07/09/08 FO 50-32-8 BFM 07/09/08 FO 205-99-2 BFM 07/09/08 FO 191-24-2 BFM 07/09/08 FO 207-08-9 BFM 07/09/08 FO 218-01-9 BFM 07/09/08 FO 53-70-3 BFM 07/09/08 FO 206-44-0 BFM 07/09/08 FO 86-73-7 BFM 07/09/08 FO 193-39-5 BFM 07/09/08 FO 91-20-3. BFM 07/09/08 FO 85-01-8 BEM 07/09/08 FO 129-00-0 BEM 07/09/08 FO 4165-60-0 BFM 07/09/08 FO 321-60-8 BFM 07/09/08 FO 1718-51-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except In full, without the written consent of Jupiter Environmental Laboratories, Inc.. rC Page 24 of 35 " Jupiter Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748007 Sample ID: MW -7 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Date Collected: 7/1/2008 11:58 Aqueous Liquid Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Oual CAS Analysis Desc: Florida PRO by GC (W) Preparation Method: EPA 35100 Analytical Method: FL -PRO (GC) Florida Pro Total 4.40 mg/L 0.080 0.045 o-Terphenyl(S) 70% 50-150 n-Triaconlane-d62(S) 67 % 50-150 Analysis Dean: EPA 200,8 Total RCRA-8 Preparation Method: EPA 200.2 mod. Metals (W) Analytical Method: EPA 200.8 (Total) Chromium Arsenic Selenium Silver Cadmium Barium Mercury ead Report ID: 820748 - 413826 7/15/2008 0.0076 mg/L 0.0020 0.000038 0.0097 mg/L 0.0020 0.00016 U mg/L 0.0020 0.00047 U mg/L 0.0020 0.000070 U mg/L 0.0020 0.000091 0.080 mg/L 0.0020 0.00014 U mg/L 0.0020 0.0012 U mg/L 0.0020 0.00012 1 07/03/08 ZS 07/03/08 FO 7440-47-3 ZS 107/03/08 1 07/07/08 BFM 07/09/08 1 07/07/08 BEM 07/09/08 FO 84-15-1 1 07/07/08 BFM 07/09/08 FO 93952-07-9 1 07/03/08 ZS 07/03/08 7440-47-3 ZS 107/03/08 ZS 07/03/08 ZS 7440-38-2 107/03/08 ZS 07/03/08 ZS 7782-49-2 107/03/08 ZS 07/03/08 ZS 7440-22-4 107/03/08 ZS 07/03/08 ZS 7440-43-9 1 07/03/08 ZS 07/03/08 ZS 7440-39-3 1 07/03/08 ZS 07/03/08 ZS 7439-97-6 1 07/03/08 ZS 07/03/08 ZS 7439-92-1 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. Page 25 of 35 Jupiter Environmental Laboratories, Inc. Jupiter 50 S. Old Dixie Highway Jupiter, FL 33458 Envirrumnental LabomtOdes, Inc. ip-r 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: 7/1/200812:35 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/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 8260B GCIMS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 50308 8260B (W) Analytical Method: EPA 82606 - 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 07/03108 SS 78-87-5 1,3-Dichlorobenzene U uglL 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/i- 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 07102/08 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 uglL 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 Ethylbenzene 0.7501 ug/L 1.00 0.520 1 07/02108 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 Telrachloroethene 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.. na Q " Jupiter Envllnnmental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Olxie Highway Jupiter, FL 33458 Phone: (661)575-0030 Fax: (561)575-4118 Lab ID: 820748008 Sample ID: MW -8 Date Received: Date Collected: 7/2/2008 09:45 7/1/200812:35 Matrix: Aqueous Liquid 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 in & p -xylene 4.40 ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS 1330-20- 7[m,p] o -Xylene 2.38 ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS 95-47-6 ted -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-l,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 Desc: PAH List by 8270C SIM Preparation Method: EPA 3510C SIM (W) Analytical Method: EPA 8310 List by 8270C SIM .. 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.. nelac ; Jupiter Envlrnnmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748008 Sample ID: MW -8 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 7/1/2008 12:35 Parameters Results Units Report Limit MDL DF Prepared By Analyzed By Qual CAS Analysis Desc: Florida PRO by GC (W) Preparation Method: EPA 3510C This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. --1 tipLVie' , Analytical Method: FL -PRO (GC) �z 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 07/09108 FO 84-15-1 n-Triacontane-d62 (S) 75 % 50-150 1 07/07/08 BFM 07/09/08 FO 93952-07-9 Analysis Dome: 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 mg1L 0.0020 0.00016 1 07/03/08 ZS 07/03/08 ZS 7440-38-2 Selenium U mglL 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 07103/08 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 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.. tipLVie' , n9 �z Page 28 of 35 Jupiter ( Envirnmllental Laboratories, Inc. ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 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 Chloride 140 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Volatiles by EPA 82608 GC/MS Analysis Desc: EPA 8021 Scan by Preparation Method: EPA 5030B8260B (W) Analytical Method: EPA 82608 u 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 07102108 SS 07/03/08 SS 79-00-5 1,1-Dichloroelhane U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 t,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 1 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-Dlchloropropane 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 07/02108 SS 07/03/08 SS 75-27-4 Bromoform U ug/L 1.00 0.370 1 07/02/08 SS 07/03108 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 1 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 ug1L 1.00 0.520 1 07/02/06 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.. nae n`'l.r Jupiter �!F Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748009 Sample ID: MW -9 Jupiter Environmental Laboratories, Inc, 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid 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 Vinyl chloride U ug/1- 1.00 0.620 1 07/02/08 SS 07/03/08 SS cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS in & p -xylene U ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS o -Xylene tort -Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-l,3-Dichloropropene Dibromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene (S) Semivolatiles by EPA 8270C Analysis Desc: PAH List by 8270C SIM (W) 1 -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Senzo(g,h,i)perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-od)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl (S) p-Terphenyl-d14 (S) Semivolatiles by GC Report ID: 820748 - 413826 7/15/2008 Ge' U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 75-69-4 75-01-4 156-59-2 1330-20- 7[m,p] 95-47-6 1634-04-4 U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 156-60-5 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 89% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 88% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 96% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Preparation Method: EPA 35 SIM Analytical Method: EPA 8310 Lis List by 8270C SIM U ug/L 0.060 0.030 1 07/08/08 BFM 07/09/08 FO 90-12-0 U ug/T 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 91-57-6 U ug/L 0.034 0.017 1 07/08/08 BFM 07/09/08 FO 83-32-9 U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 208-96-8 U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 120-12-7 U uglL 0.052 0.026 1 07/08/08 BFM 07/09/08 FO 56-55-3 U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 50-32-8 U uglL 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 205-99-2 U ug/L 0.038 0.019 1 07/08/08 BFM 07/09/08 FO 191-24-2 U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 207-08-9 U ug/1- 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 218-01-9 U ug/L 0.020 0.010 1 07/08/08 BFM 07/09/08 FO 53-70-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 206-44-0 U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 86-73-7 U ug/L 0.048 0.024 1 07/08/08 BFM 07/09/08 FO 193-39-5 U ug/1- 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 91-20-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 85-01-8 U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 129-00-0 46% 30-110 1 07/08/08 BFM 07/09/08 FO 4165-60-0 52% 30-110 1 07/08/08 BFM 07/09/08 FO 321-60-8 71 % 30-140 1 07/08/08 BFM 07/09/08 FO 1718-51-0 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. _`'nelac- Page 30 of 35 Jupiter Environmental Laboratories, Inc. r ANALYTICAL RESULTS LOG# 820748 Project ID: 75-28302 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 Lab ID: 820748009 Sample ID: MW -9 Dale Received: Date Collected: 7/2/2008 09:45 7/1/2008 12:56 Matrix: Aqueous Liquid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua] 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 BEM 07/09/08 FO 93952-07-9 Analysis Desc: EPA 200.8 Total RCRA-8 Preparation Method: EPA 200.2 mod. Metals (W) �:.'.AnalyOcal 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 FDOFI# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. �� nelac Jupiter Environmental Lahorelode-9, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748010 Sample ID: MW -10 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)576-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid Date Collected: 7/1/2008 13:19 Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qual CAS Analysis Desc: Chloride by EPA 325.2 (W) Chloride Volatiles by EPA 82608 GCIMS Analysis Desc: EPA 8021 Scan by 8260B (W) 1,1,1,2 -Tetrachloroethane 1.,1,1 -Trichloroethane 1,1,2 -Trichloroethane 1,1-Dichloroethane 1,1-Dichloroethene 1,1-Dichloropropene 1,2-OBCP 1,2-Dibromoethane (EDS) 1,2 -Dichlorobenzene 1,2-Dichloroethane 1,2-Dichloropmpane 1,3 -Dichlorobenzene 1,3-Dichloropropane 1,4 -Dichlorobenzene 2,2-Dichloropropane Benzene Bromochloromelhane Bromodichloromethane Bromoform Bromomethane Carbon tetrachloride Chlorobenzene Chloroethane Chloroform Chloromethane Dibromochloromethane Dibromomethane cis-1,3-Dichloropropene Ethylbenzene Methylene chloride Tetrachlomethene Toluene Trichloroethene Report 10: 820748 - 413826 7/15/2008 OF Analytical Method: EPA 325.2 65 mg/L 10 5.00 10 07/14/08 EB 16887-00-6 Preparation Method: EPA 50308 Analytical Method: EPA 82608 U ugd- 1.00 0.390 1 07/02/08 SS 07/03/08 SS 630-20-6 U ug/L 1.00 0.410 1 07/02/08 SS 07/03/08 SS 71-55-6 U ug/L 1.00 0.500 1 07/02108 SS 07/03/08 SS 79-00-5 U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 75-34-3 U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 75-35-4 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 563-58-6 U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 96-12-8 U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 106-93-41 U ug/L 1.00 0.380 1 07/02/08 SS 07/03/08 SS 95-50-1 �• U ug/L 1.00 0..470 1 07/02/08 SS 07/03/08 SS 107-06-2 U ug/L 1.00 0.340 1 07/02/08 SS 07/03/08 SS 78-87-5 U ug/L 1.00 0.360 1 07/02/08 SS 07/03/08 SS 541-73-1 U ug/L 1.00 0.300 1 07/02/08 SS 07/03/08 SS 142-28-9 U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 106-46-7 U ug/L 1.00 0.200 1 07/02/08 SS 07/03/08 SS 594-20-7 U ug/L 1.00 0.350 1 07/02/08 SS 07/03/08 SS 71-43-2 U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 74-97-5 U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 75-27-4 U ug/L 1.00 0.370 1 07/02/08 SS 07/03/08 SS 75-25-2 U ug/L 1.00 0.290 1 07/02/08 SS 07/03/08 SS 74.83-9 U ug/L 1.00 0.260 1 07/02/08 SS 07/03/08 SS 56-23-5 U ug/L 1.00 0.450 1 07/02/08 SS 07/03/08 SS 108-90-7 U ug/L 1.00 0.700 1 07/02/08 SS 07/03/08 SS 75-00-3 U uglL 1.00 0.510 1 07/02/08 SS 07/03/08 SS 67-66-3 U ug/L 1.00 0.540 1 07/02/08 SS 07/03/08 SS 74-87-3 U ug/L 1.00 0.390 1 07/02/08 SS 07/03/08 SS 124-48-1 U ug/L 1.00 0.350 1 07/02/08 SS 07/03108 SS 74-95-3 U ug/L 1.00 0.250 1 07/02/08 SS 07/03/08 SS 10061-01-5 U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 100-41-4 U ug/L 4.00 2.00 1 07/02/08 SS 07/03/08 SS 75-09-2 U ug/L 1.00 0.520 1 07/02/08 SS 07/03/08 SS 127-18-4 U ug/L 1.00 0.470 1 07/02/08 SS 07/03/08 SS 108-88-3 U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS 79-01-6 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, withoutthe written consent of Jupiter Environmental Laboratories, Inc.. ?hG Page 32 of 35 " Jupiter Em4romnental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748010 Sample ID: MW -10 Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax:(561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Date Collected: 7111200813:19 Aqueous Liquid Parameters Results Units Report Limit MDL OF Prepared By Analyzed By Qua] CAS Trichlorofluoromethane U ug/L 1.00 0.690 1 07/02/08 SS 07/03/08 SS Vinyl chloride U ug/L 1.00 0.620 1 07/02/08 SS 07/03/08 SS cis-1,2-Dichloroethene U ug/L 1.00 0.420 1 07/02/08 SS 07/03/08 SS in & p -xylene 0.460i ug/L 2.00 0.310 1 07/02/08 SS 07/03/08 SS o -Xylene tert-Butyl methyl ether (MTBE) trans-1,2-Dichloroethene trans-1,3-Dichloropropene Dlbromofluoromethane (S) Toluene d8 (S) 4-Bromofluorobenzene(S) Semivolatiles by EPA 8270C Analysis best: PAH List by 8270C SIM tW) -Methylnaphthalene 2 -Methylnaphthalene Acenaphthene Acenaphthylene Anthracene Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(g,h,])perylene Benzo(k)fluoranthene Chrysene Dibenzo(a,h)anthracene Fluoranthene Fluorene Indeno(1,2,3-cd)pyrene Naphthalene Phenanthrene Pyrene Nitrobenzene -d5 (S) 2-Fluorobiphenyl(S) p-Terphenyl-d14 (S) Semivolatiles by GC Report ID: 820748 - 413826 7/15/2008 U ug/L 1.00 0.670 1 07/02/08 SS 07/03/08 SS U ug/l- 1.00 0.440 1 07/02/08 SS 07/03/08 SS 75-69-4 75-01-4 156-59-2 1330-20- 7[m,pj 95-47-6 1634-04-4 U ug/L 1.00 0.450 1 07/02108 SS 07/03/08 SS 156-60-5 U ug/L 1.00 0.440 1 07/02/08 SS 07/03/08 SS 10061-02-6 90% 70-130 1 07/02/08 SS 07/03/08 SS 1868-53-7 94% 70-130 1 07/02/08 SS 07/03/08 SS 2037-26-5 96% 70-130 1 07/02/08 SS 07/03/08 SS 460-00-4 Preparation Method: EPA 3510C SIM Analytical Method: EPA 8310 List by 8270C SIM U ug/L 0.060 0.030 1 07/08/08 BFM 07/09/08 FO 90-12-0 U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 91-57-6 U ug/L 0.034 0.017 1 07/08/08 BFM 07/09/08 FO 83-32-9 U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 208-96-8 U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 120-12-7 U ug/L 0.052 0.026 1 07/08/08 BFM 07/09/08 FO 56-55-3 U ug/L 0.032 0.016 1 07/08/08 BFM 07/09/08 FO 50-32-8 U ug/L 0.025 0.013 1 07/08/08 BFM 07/09/08 FO 205-99-2 U ug/L 0.038 0.019 1 07/08/08 BFM 07/09/08 FO 191-24-2 U ug/1- 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 207-08-9 U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 218-01-9 U ug/L 0.020 0.010 1 07/08/08 BFM 07/09/08 FO 53-70-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 206-44-0 U ug/L 0.044 0.022 1 07/08/08 BFM 07/09/08 FO 86-73-7 U ug/L 0.048 0.024 1 07/08/08 BEM 07/09/08 FO 193-39-5 0.075 ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 FO 91-20-3 U ug/L 0.040 0.020 1 07/08/08 BFM 07/09/08 EO 85-01-8 U ug/L 0.056 0.028 1 07/08/08 BFM 07/09/08 FO 129-00-0 41 % 30-110 1 07/08/08 BFM 07/09/08 FO 4165-60-0 48% 30-110 1 07/08/08 BFM 07/09/08 FO 321-60-8 68% 30-140 1 07/08/08 BFM 07/09/08 FO 1718-51-0 Page 33 of 35 FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. ';neha. Jupiter Environmental Laboratories, Inc. LOG# 820748 Project ID: 75-28302 Lab ID: 820748010 Sample ID: MW -10 Jupiter Environmental Laboratories; Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 ANALYTICAL RESULTS Date Received: 7/2/2008 09:45 Matrix: Aqueous Liquid 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 BFM Analytical Method: FL -PRO (GC) Florida Pro Total 0.266 mg/L 0.080 0.045 o-Terphenyl(S) 77% 50-150 n-Triacontane-d62(8) 72 % 50-150 Analysis Desc: EPA 200.8 Total RCRA-8 Preparation Method: EPA 200.2 mod. Metals (W) BFM 07/09/08 Analytical Method: EPA 200.8 (Total) Chromium 0.0031 mg/L 0.0020 0.000038 Arsenic 0.000611 mg/L 0.0020 0.00016 Selenium U mg/L 0.0020 0.00047 Silver U mg/L 0.0020 0.000070 Cadmium U mg/L 0.0020 0.000091 Barium 0.056 mg/L 0.0020 0.00014 Mercury U mg/L 0.0020 0.0012 Lead U mg/L 0.0020 0.00012 Report ID: 820748 - 413826 7/15/2008 1 07/08/08 BFM 07/09/08 FO 1 07103/08 1 07/08108 BFM 07/09/08 FO 84-15-1 1 07/08/08 BFM 07/09/08 FO 93952-07-9 1 07/03/08 ZS 07/03/08 ZS 1 07103/08 ZS 07/03/08 ZS 107/03/08 ZS 07/03/08 ZS 107/03/08 ZS 07/03/08 ZS 1 07/03/08 ZS 07/03/08 ZS 107/03/08 ZS 07/03/08 ZS 107/03/08 ZS 07/03/08 ZS 107/03/08 ZS 07/03/08 ZS FDOH# E86546 CERTIFICATE OF ANALYSIS This report shall not be reproduced, except in full, without the written consent of Jupiter Environmental Laboratories, Inc.. �`n elac 7440-47-3 7440-38-2 7782-49-2 7440-22-4 7440-43-9 744039-3 7439-97-6 7439-92-1( Page 34 of 35 Jupiter Environmental Labrumtgries, Inc. ANALYTICAL RESULTS QUALIFIERS LOG# 820748 Project ID: 75-28302 PARAMETER QUALIFIERS PROJECT COMMENTS Jupiter Environmental Laboratories, Inc. 150 S. Old Dixie Highway Jupiter, FL 33458 Phone: (561)575-0030 Fax: (561)575-4118 820748 A reported value of U indicates that the compound was analyzed for but not detected above the MDL. A value flagged with an T' 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 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.. —04!01 - Page 35 of 35 N ]VNmeO \ E E / 722 ( ° . � in) ƒ \ ® §M . \� 1 y , ƒ ® \� 7 \ ) \ § \ ) \ k - ■ / q m % .. \ % 0#| !|« \ « . /X� �y� °� \ \ .. /e. ``}( / >� \ D/33/ \2� 2 & � # - \\\ CD- . §ƒ\)( HE oz y % M �A �g AGE J C IVNIONO E WN -A0 h t, Qo C J L CN/1�) i10 R}la6a�ul {N/tk) PaaallH Plalj 0: p o a �ITF 01 ti) CL dt MY > x c O N % o o d► €„c arp. U LO 1 -OM _dam m .. o �•�•�(� J1 (� �.._F. z y o U m U n v � • m a � • �jL ON N t�> � J =(o OIL LL?fll fg M nn �(� f� I E 3NI O r H wltj r N' v m o m o 3' o m A �0 az mz ..11 E WN -A0 J b 6i 2 IVNIDIHO !s! US lit y hU) a r *44 E 6o tY m C O o K C) C c C �t'Iii/ No X}la6ajti� 8 m, J 4) a M Do Q,LOd 0 w 3 1Zq� X E.2 nO I We Rw a spa}atupied, _� k cCY N o. CD O p -�� m m 3Z m E w ,Z 8, o m s s i3 u v & y n b CL m � 1 E m 0 oarvm Nr. .. iw w .o. q,-. E E 4 n nm n {: e v 2 m E m 3 3 p d _. N [+J In CD 1� QO rn o I, o a v m yc+ < az mz iw. w0' o C'�Z r !s! US lit IVNIONO a c.6 o' IVNIONO E �DI a E M LC C) 4A L 711, (N/1Q) )ICS AIIJBBIUl IN/h) PP4"q#W,, Plaid T O �6 xr m - h _ v m p m W m O 3 A d m771-"0 Q 8 ; r „ �a p d L E s r.AN fy7ys d oo =o W .. 9 � s�bry m. U =of w a I 11unn � U n F E dmudw "6i Ltk 5-4 LL Q O _ g n n ow -- Sao m a a m r Lm w 3 SH � Q m� C r `NI to CD 1� E V' a r n P. QD U2 o a u w ¢ az �z ,' mo a ti E �DI E w ISL IVNIUIUU (9 no AY 0 E LM'T 0 W x 60 LL O O O MMMMMMM=M (9 no 0 E LM'T 0 W x 60 LL O O O (9 0 W.0 m > 'IJ 'I C:) w z 1� 1 0 1A Zo ti (9 THIS PAGE INTENTIONALLY LEFT BLANK 0 LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT PEPPER RANCH (LAKE TRAFFORD RANCH, LLLP) PEPPER ROAD IMMOKALEE, COLLIER COUNTY, FLORIDA PREPARED FOR: CiO Y 4= 0 1 1.'N.ty Ms. Alexandra J. Solecki Conservation Collier Land Acquisition Program 3301 East Tamiami Trail, Building W Naples, Florida 34112 PREPARED BT a0ma sntsl Consulting & Twhnology, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers, Florida 33916 (239)277-0003 Fax: (239) 277-1211 08-0602/0100 August 2008 Limited Phase 11 Environmental Site Assessment Report ^� Pepper. Ranch (Lake Trafford Ranch LLLP) =V If Collier County, Florida raw nW eo,,.mune e r mama r� TABLE OF CONTENTS Figure 2. 1. OBJECTIVES..................................................................................................................................... 1-1 1.1 PURPOSE AND SCOPE OF THIS LIMITED PHASE II ENVIRONMENTAL SITE Figure 4. 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 Figure 9. 3.1 On. 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 FPM -08-0602/0100 08/10/08 Limiter/ Phase 11 Environmental Site Assessment Report Pepper Ranch (Lake Tra[/Drr1 Ranch LLLP) Gam/ Collier Count 7; Florida TABLES Table 1A. Groundwater Analytical Summary — Oil Field Area Table 113. Groundwater Analytical Summary— Cattle Pen Area (AST) Table 2A, Soil Analytical Summary — Oil Field Area Table 213. Soil Analytical Summary — Cattle Pen Area (AST) APPENDICES Appendix A — Laboratory Analytical Results Appendix B — Site Photographs ii FTM -08-0602/0100 08/10/08 60 Limited Phase HEnvironmental Site Assessnevt Report Pepper Ranch (Labe Trafford Ranch LLLP) Collier County, Florida kmtrcomankl eanewu� a'recnrrawgr, rn� PROFESSIONAL CERTIFICATION PROJECT NAME: LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT PEPPER RANCH (LAIM 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: ttr'«aetcanrn JEFFREY G. GOULD, P.G, s5yri "., S W10F REGISTERED PROFESSIONAL STATE OF FLORIDA LICENSE NUMBER August 8, 2008 FTM -08-060210100 08110/08 CAO 0 Limited Phase 11 Environmental Site Assessment Report � Pepper Ranch (Lake Trafford Ranch LLLP) Collier County, Florida F�Nom»nbr con.mu�y a n�e�w�r, m� 1. OBJECTIVES 1.1 PURPOSE AND SCOPE OF THIS LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT The objective of this Limited Phase Il 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 Limiter! Phase HEuvironnrental Site Assessment Report W. r Pepper Ranch (Lake Trafford Ranch LLLP) riiV Ar Collier County, Florida"'" °"i1tlip Tdshw 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 FPM -08-0602/ 0100 Limited Phase MEnvironmental SiteAssessarentReport AMfW/%\� Pepper Ranch (Lake Trafford Ranch LLLP) Collier County, Florida l 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 Flab, 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 RTM-08-0602/0100 Limited Phase H Environmental Site Assessment Report MMW//%�� Pepper Ranch (Lake Trafford Ranch LLLP) M&// Collier County, Florida m'+°"Mf 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. TTM -08-0602/ 0100 CAO) 1-4 Limited Phase H Erndronmeatal Site Assessment Report ^t, Pepper Ranch (Labe Trafford Roach LLLP) CV Collier County, Florida Envbvnnwnlel Cnuulfing 6 T nowogy me 2. SITE ASSESSMENT FINDINGS 2.1 GROUNDWATER INVESTIGATION The collection and analysis of groundwater samples were deemed necessary as a result of our findings 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 FM -08-0602/ 0 100 Limited Phase 11 Environmental Site Assessment Report ANW%� Pepper Ranch (Lake Trafford Ranch LLLP) AUS/1 Collier County, Florida Eft* war°01"�'M� 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. FFM -08-0602/0100 0 2-2 Lhaited Phase 11 Environmental Site Assessment Report =^Mmw Pepper Roach (Lake Trafford Raach LLLP) A=V Collier County, Florida ruck-1.1 can.wi„q A r nnora,,y, 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-GWI, 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 IA 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 FFM -08-0602/0100 E Limited Phase II Environmental Site Assessunent Report =^~ Pepper Ranch (Lake Trafford Ranch LLLP) AmV l Collier County, Florida &W.mai Cw .JIMy s n ww 1 c 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 -SS -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 FPM -08-06027 0100 e 2-4 Liinited Phase H Enviroianental Site Assessment Report ~%� Pepper Ranch (Lake Trafford Ranch LLLP) CV Collier County, Florida 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 -SSI, 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. 2-5 FTM -08-0602/0100 TO Limited Phase /I Envirmunental Site Assessment Report �/'�MW Pepper Ranch (Lake Trafford Ranch LLLP) C�/ / Collier County, Florida cn tonn»nm co�.mn.y e r n,bioy�, m� 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 TTM -08-0602/0100 Liadted Phase II Environmental Site Assessment Report �^� Pepper Ranch (Labe Trafford Ranch LLLP) GV Ar Collier County, Florida C.01"g a ,1. 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). 3-2 ( FTM -08-0662/6100 1 Limiter( Phase H Environmental Site Assessment Report mw Pepper Ranch (Lake Trafford Ranch I,LLP) A / Collier County, Florida �inrn11 c Wff o a TM no'°"'m 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-I FFM -08-0602/ 0100 Limited Phase HEnvironmental Site Assessment Report �^� Pepper Ranch (Lake Trafford Ranch LLLP) �V Collier County, Florida u.m.��•� ao�,�mw a rxM1„doey in< 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. 4-2 FFM -O8-0602/0100 f� FIGURES 9 r- - - ---, - i I I 0' I Sa z < IL < Ir o _j LL z >7 0 c) LL f - LL Z o0 �- C) -i LU ro 8 w g_j C) o L.Ll c) 8 Z UT 'N - Lu LLJ w 0- 0 0 (L :E LLI 2 a- 0 0 -0 k 1- 4 1 0' I Sa z < IL < Ir o _j LL z >7 0 c) LL f - LL Z o0 �- C) -i LU ro 8 w g_j C) o L.Ll c) 8 Z UT 'N - Lu LLJ w 0- 0 0 (L :E LLI 2 a- 0 0 a � a g0.�' Ili" yrs Y 3, .ya • .44 VA � 44 GF S r,4 w r- U O r �►, � w a `c n t: - n ro> LL n y. F n � _ U !n i T M f i M { n j • u v a Ufa 1 � ; ,: �', •; �t . ''�* 1 201A—DPT-2 1201A—SS-2 400 BBL SALTWATER AST 400 BBL CRUDE OIL ASTs OIL WATER ,SEPARATOR OIL WELL \ /PUMP JACK ELEVATED\ 1 I �DEMULSIFIER I TANKS APPROX. I I 0 55 GAL. I. *,WELL HEAD I �1201A—DPT-1 1201A—SS-1 0 25 30 SCALE IN FEET 1' = 30' O SAMPLE LOCATION FIGURE 7. WELL 1201A SITE MAP CORKSCREW OIL FIELD - IMMOKALEE, COLLIER COUNTY, FLORIDA O Source: FDEP, ECT, 2008. Environmental Consulting & Technology, Inc. �I Rwj / 01170—DPT-2 I 1170—SS-2 / O I 400 BBL CRUDE OIL Gw� ASTs / PG I 400 BBL SALTWATER AST / i I / OIL WELL I / PUMP JACK I I I I ELEVATED DEMULSIFIER 1 170—DPT-1 U TANKS APPROX. 55 GAL. 1170—SS-1 \ � O O I WELL HEAP / \ *I 170—DPT-3 170—SS-3 / 1 OIL WATER 0 25 30 I SEPARATOR SCALE IN FEET I I' = 30' O SAMPLE LOCATION FIGURE 8. WELL 1170 SITE MAP CORKSCREW OIL FIELD IMMOKALEE, COLLIER COUNTY, FLORIDA Source: FDEP, ECT, 2008. Environmental Coneulfing & Technology, Inc. Rwj OIL WATER / SEPARATOR 1199—DPT-3 1199—SS-3 400 BBL SALTWATER AST 400 BBL CRUDE OIL ASTs OUT OF SERVICE 0 25 30 SCALE IN FEET 10 n 301 O SAMPLE LOCATION 0�) HSA PIEZOMETER OIL WELL PUMP JACK ELEVATED DEMULSIFIER TANKS APPROX. 55 CAL. / WELL HEAD 1199—DP 1/ / X99—SS- \ 1199 —DPT -2 / 1199—SS-2I I 1 I J I I I I / x FIGURE 9. WELL 1199 SITE MAP CORKSCREW OIL FIELD IMMOKALEE, COLLIER COUNTY, FLORIDA Source: FDEP, ECT, 2008. Environmental Consulting & Technology, Inc. O SCALE. LOCAT/ON /SAMPLE APPROXIMATE LOCATION OF FORMER PORTABLE AST F LJ FENCE I I I I FIGURE 10, SOIL AND GROUNDWATER SAMPLE LOCATION MAP PEPPER RANCH (LAKE TRAFFORD RANCH LLLP) IMMOKALEE, COLLIER COUNTY, FLORIDA ��� Environmental Consulting & Technology, Inc. Ecc xooe. TABLES TO0 TABLE 1A: GROUNDWATER ANALYTICAL SUMMARY OIL FIELD AREA Sample Boring Number Sample Collection Date Sample Depth (ft bis) Chloride (ppm) (mg/L) TRPH (mg/L) Benzene (ug/L) Toluene (ug/L) Ethyl- benzene (uglL) Xylene (ug/L) MTBE (ug/L) 1201A -DPT -1 7/1/2008 5.0-9.0 190 <0.031 0.033 i NA NA NA NA NA NA NA NA 1201A -DPT -2 7/1/2008 5.0-9.0 160 NA NA 1170 -DPT -1 7/1/2008 5.0-9.0 NA NA 10.030 0.061 i NA <0.50 NA <0.50 NA <0.50 NA <0.05_ NA 1170 -DPT -2 7/1/2008 5.0-9.0 _ 590 1170 -DPT -3 7/1/2008 5.0-9.0 710 0.14 NA NA NA NA NA 1199 -DPT -1 7/1/20085.0-9.0 NA NA 3.7 <0.5 <0.5 <0.5 <0.5 1199 -DPT -2 7/112008 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 NA NA 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 1 B: GROUNDWATER ANALYTICAL SUMMARY CATTLE PEN AST Sample Boring Number Sample Collection Date Sample Depth (ft bis) TRPH (mg/L) Naphth- alene (pg/L) Polynuclear aromatic hydrocarbons (PAHs) EPA Method 0270 PT-GW1 7/25/2008 1 0.9-2.3 10.030 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 C'IT) TABLE 2A: SOIL ANALYTICAL SUMMARY OIL FIELD AREA Sample Sample Boring Collection Number Date Sample Depth (ft bis) Chloride (mg/Kg) TRPH (mg/Kg) Benzene (mg/Kg) Toluene (mglKg) Ethyl- benzene (mg/Kg) Xylene (mg/Kg) MTBE (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 0.6-1.5 4.51 <2.5 NA NA NA NA NA 3200 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 1.2i <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 0.090 SCTL Commercial Exposure None 2700 1.7 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 Boring Number Sample Collection Date Sample Depth (ft bis) TRPH (mg/Kg) Fluoran- there (mg/Kg) Polynuclear aromatic hydrocarbons (PAHs) EPA Method 8270 PT -SSI 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 N APPENDIX A ) July 11, 2008 Mr. Duane Dungan ECT, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers, FL 33916 RE: 0906020100/Pepper Ranch Dear Mr. Duane Dungan: OrderNo.: F08070067 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, 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 Proj ect Manager ELAB, Inc. P.O. Box 468 Ormond Beach, FL 32175-0468 THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certification #E83079 Page 1 of 33 a� The following acronvms may be utilized within this report %REG Percent Recovery A Absent ABLK Analytical Method Blank CG Confluent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms DUP Sample Duplicate LGS 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 QGS Alternate source Calibration Verification Standard (may also be reported as analytical LCS in some RL Reporting Limit RPD Relative Percent Difference. SPK Spike TC Tentatively Identifled Compound TNTC Too Numerous To Count Page 2 of 33 N 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 a`� FLAB, 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 �9 Lt 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 B): F08070067-001 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID FL -PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 713/2008 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 07/0310823:34 54068 ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 190 0.043 1.0 mg/L 2 07102/0819:10 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 ELAB, Inc. 8 Bast Tower Cr., Ormond Beach, FL 32174-87 Date: 11 -Jud -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: 71312008 8:00:00 AM Analyst: LMA Petroleum Range Organics 0.033 1 0.029 0.097 mglL 1 07/04/08 00:06 54068 Sort: C-39 92.1 0 42-193 %REC 1 07/04/08 00:06 54068 Surr: o-Terphenyl-dl4 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 mg1L 2 07/02/0819:26 R69615b Data I Analyte detected below quantitation limits Qualifier U Not Detected Above the MDL Code Key: C,9 S Spike Recovery outside accepted recovery limits x Value exceeds Maximum Contaminant Level Page 6 of 33 ` .t.LAB, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 11 -Jul -08 Analytical Report CLIENT: ECT, Inc. Client Sample lD: 1201A -SS -1 Lab Order: F08070067 Collection Date: 7/1/200810:05:00 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 Petroleum Range Organics Surr. C-39 Surr: o-Terphenyl-d14 ANIONS BY ION CHROMATOGRAPHY Chloride SOLIDS, PERCENT Percent Solid SOLIDS, PERCENT MOISTURE Percent Moisture Data 1 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 FLPRO PrepDate: 71312008 9:30:00 AM Analyst: LMA 2.5 U 2.5 5.4 mg/Kg-dry 1 07/03/0823:34 54070 72.6 0 60-118 %REC 1 07/03/08 23:34 54070 67.6 0 62-109 %REC 1 07/03/08 23:34 54070 SW9056 PrepDate: 7171200811:47:43 A Analyst: ACO 2.5 1 0.42 6.9 mg/Kg-dry 1 07/08/08 02:38 54113 SM2540G PrepDate: Analyst: MDE 73.1 0.100 0.100 % 1 07/07/08 R69676 SM254OG PrepDate: Analyst: MDE 26.89 0.10 0,10 % 1 07/07/08 R69676 Data 1 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 ELAB, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: / I -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: 7/312008 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-dl4 66.0 0 62-109 %REC 1 07/0410800:06 54070 ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 71712008 11:47:43 A Analyst: ACO Chloride 4.5 1 0.43 7.0 mg/Kg-dry 1 07/08/08 03:25 54113 SOLIDS, PERCENT SM254OG PrepDate: Analyst: MDE Percent Solid 71.2 0.100 0.100 % 1 07/07/08 R69676 SOLIDS, PERCENT MOISTURE SM254OG PrepDate: Analyst: MDE Percent Moisture 28.78 0.10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits Qualifier U Not Detected Above the MDL Code Key: S Spike Recovery outside accepted recovery limits x Value exceeds Maximum Contaminant Level Page 8 of 33 ..'LAB, IDC. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 11 -Jud -08 8260: VOLATILE ORGANIC COMPOUNDS Analytical Report PrepDate: 71312008 12:00:00 P 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: 54112 Lab ID: F08070067-005 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 71312008 12:00:00 P Analyst: PAN Benzene 0.61 1 0.50 1.0 pg/L 1 07/04/08 08:34 54112 Elhylbenzene 0.50 U 0.50 1.0 pg/L 1 07/04/08 08:34 54112 Methyl ted -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 07/0410808:34 54112 Surr: Dibromo0uoromethane 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 ELAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: II -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 Petroleum Range Organics So": C-39 Surr: o-Terphenyl-d14 ANIONS BY ION CHROMATOGRAPHY Chloride FLPRO PrepDale: 7/312008 8:00:00 AM 0.030 U 0.030 0.099 mg/L 81.6 0 42-193 %REG 83.0 0 82-142 %REG E300.0 PrepDate: 590 x 0.21 5.0 mg/L Data I Analyte detected below quantitation limits Qualifier U Not Detected Above the MDL Code Key: 0 Analyst: LMA 1 07/04/08 00:38 54068 1 07/04/08 00:38 54068 1 07/04/08 00:38 54068 Analyst: ACO 10 07/02/0819:41 R69615b S Spike Recovery outside accepted recovery limits x Value exceeds Maximum Contaminant Level Page 10 of 33 ,� LAB, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 11 -Jud -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 Matic: Groundwater Analyses Result Qual MDL PQL Units DP Date Analyzed Batch ID FL -PRO: PETROLEUM RANGE ORGANICS Petroleum Range Organics Sort: C-39 Surr: o-Terpheny1-d14 ANIONS BY ION CHROMATOGRAPHY Chloride FLPRO 0.14 87.4 91.2 E300.0 710 x Data I Analyte detected below quantitation limits Qualifier U Not Detected Above the MDL Code Key: PrepDate: 713/2008 8:00:00 AM Analyst: LMA 0.030 0.099 mg/L 1 07104/080110 54068 0 42-193 %REC 1 07/04/08 01:10 54068 0 82-142 %REC 1 07/04/08 01:10 54068 PrepDate: Analyst: ACO 0.21 5.0 mg/L 10 07/02/0819:57 R69615b S Spike Recovery outside accepted recovery limits x Value exceeds Maximum Contaminant Level Page I I of 33 ELAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 11 -Jul -08 Analytical Report CL M: 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 ID: F08070067-008 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date Analyzed Batch In 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 718/2008 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 1 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 1 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-Bromoiluorobenzene 88.2 0 55-148 %REG 1 07/09/08 00:25 54166 Surr: Dibromolluoromethane 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 %REG 1 07/09/08 00:25 54166 SOLIDS, PERCENT SM254OG PrepDate: Analyst: MDE Percent Solid 70.8 0.100 0.100 % 1 07/07/08 R69676 SOLIDS, PERCENT MOISTURE SM254OG PrepDate: Analyst: MDE Percent Moisture 29.15 0:10 0.10 % 1 07/07/08 R69676 Data I Analyte detected below quantitation limits Qualifier U Not Detected Above the MDL Code Key: S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 12 of 33 ,LAB, 1110. 8 East Tower Cr., Ormond Reach, IT, 32174-87 Date: 11 -Jul -08 Analytical Report CLUE, Nr: 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 Petroleum Range Organics Surr: C-39 Surr: o-Terphenyl-dl4 ANIONS BY ION CHROMATOGRAPHY Chloride SOLIDS, PERCENT Percent Solid SOLIDS, PERCENT MOISTURE Percent Moisture 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 FLPRO PrepDate: 713/2008 9:30:00 AM Analyst: LMA 2.5 U 2.5 5.5 mg/Kg-dry 1 07/04/08 00:38 54070 72.7 0 60-118 %REC 1 07/04/08 00:38 54070 66.0 0 62-109 %REC 1 07/04/08 00:38 54070 SW9056 PrepDate: 7171200811:47:43 A Analyst: ACO 1.2 1 0.42 6.9 mg/Kg-dry 1 07/08/08 03:41 54113 SM254OG PrepDate: Analyst: MDE 72.3 0.100 0.100 % 1 07/07/08 R69676 SM2540G PrepDate: Analyst: MDE 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 ELAS, IDC. 8 East Tower Cr, Ormond Beach, FL 32174-87 Date: //-Jul-08 Analytical Report CLWfff: ECT, Inc. Lab Order: F08070067 Project: 0906020100/Pepper Ranch Lab ID: F08070067-010 Client Sample ID: 1170 -SS -3 Collection Date: 7/1/2008 12:30:00 PM Sample Description: Mattis: 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 Sort: o-Terphenyl-dl4 86.8 0 62-109 %REC 1 07/04/08 01:10 54070 ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 7/7/200811:47:43 A Analyst: ACO Chloride 2.1 1 0.39 6.4 mg/Kg-dry 1 07/08/0803:57 54113 SOLIDS, PERCENT SM254OG 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 Qualifier U Not Detected Above the MDL Code Key: S Spike Recovery outside accepted recovery limits X Value exceeds Maximum Contaminant Level Page 14 of 33 ,LAB, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 11 -Jul -08 Analytical Report CLIENT: ECT, Inc, ClientSample.ID: 1199 -DPT -1 Lab Order: F08070067 Collection Date: 7/1/2008 1:15:00 PM Project: 0906020100/1'epper Ranch Sample Description: Lab ID: F08070067-011 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed BatchlD 8260: VOLATILE ORGANIC COMPOUNDS 09:05 SW8260 PrepDate: 713/2008 12:00:00 P Benzene 3.7 0.50 1.0 pg/L Ethylbenzene 0.50 U 0.50 1.0 pg/L Methyl tert-butyl ether (MTBE) 0.50 U 0.50 1.0 pg/L Toluene 0.50 U 0.50 1.0 pg/1- g/LXylenes, Xylenes,Total 0.50 U 0.50 1.0 pg/L Surr: 4-Bromofluorobenzene 97.3 0 70-114 %REC Surr: Dibromofluoromethane 101 0 88-117 %REC Surr: 1,2-Dichloroethane-d4 97.0 0 86-125 %REC Surr: Toluene -d8 102 0 87-113 %REC Analyst: PAN 1 07/04/08 09:05 54112 1 07/04/08 09:05 54112 1 07/04/08 09:05 54112 1 07/04/0809:05 54112 1 07/04/08 09:05 54112 1 07/04/08 09:05 54112 1 07/04/08 09:05 54112 1 07/04/08 09:05 54112 1 07/04/08 09:05 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 15 of 33 0 FLAB, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: /7 -Jul -08 Analytical Report CLIENT: ECT, Tne. 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 Quad MDL PQL Units DF Date Analyzed Batch ID FL -PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 713/2008 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 %REG 1 07/04/0801:42 54068 ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 1700 x 0.64 15 mg/L 30 07/02/0820:13 R69615b Data I Analyte detected below quantitation limits Qualifier U Not Detected Above the MDL Code Key: N S Spike Recovery outside accepted recovery limits x Value exceeds Maximum Contaminant Level Page 16 of 33 .,LAB, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 1140-08 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 Qua] MDL PQL Units DF Date Analyzed Batch ID FL -PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 71812008 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 %REG 1 07/09/08 03:31 54123 Surr: o-Terphenyl-dl4 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 07102/0820:28 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 FLAB, Inc. 8 Past Towcr Cr., Ormond Beach, FL 32174-87 Date: II -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 Quad MDL PQL Units DF Date Analyzed Batch ID 8260: VOLATILE ORGANIC COMPOUNDS SW8260 PrepDate: 7/812008 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 led -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 07/09/0802:03 54166 Xylenes, Total 2.9 U 2.9 12 pg/Kg-dry 1 07/09/08 02:03 54168 Surr. 4-Bromofluorobenzene 80.7 0 55-148 %REC 1 07/09/08 02:03 54166 Surr: Dibromo8uoromethane 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 07/09/0802:03 54166 SOLIDS, PERCENT SM254OG PrepDate: Analyst: MDE Percent Solid 81.6 0.100 0.100 % 1 07/07/08 R69676 SOLIDS, PERCENT MOISTURE SM254OG PrepDate: Analyst: MDE Percent Moisture 18.42 0.10 0.10 % 1 07/07108 R69676 i Data I Analyte detected below quantitation limits Qualifier U Not Detected Above the MDL Code Key: c,� S Spike Recovery outside accepted recovery limits x Value exceeds Maximum Containment Level Page 18 of 33 1 .:LAB, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 7 /-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: F09070067-015 Matrix: Soil Analyses Result Qual MDL PQL Units DF Date. Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY Chloride SOLIDS, PERCENT Percent Solid SOLIDS, PERCENT MOISTURE Percent Moisture SW9056 PrepDate: 717/200811:47:43 A Analyst: ACO 1100 0.40 6.6 mg/Kg-dry 1 07/08/08 04:12 SM254OG PrepDate: Analyst: MDE 75.9 0.100 0.100 % 1 07/07/08 SM254OG PrepDate: Analyst: MDE 24.07 0.10 0.10 % 1 07/07/08 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 Cade Key: Page 19 of 33 54113 R69676 R69676 ELAS, ILC. 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 Matra: Soil Analyses. Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY SW9056 PrepDate: 7/71200811:47:43 A Analyst: ACO Chloride 1000 0.54 8.9 mg/Kg-dry 1 07/08/08 04:28 54113 SOLIDS, PERCENT SM254OG PrepDate: Analyst: MDE Percent Solid 56.5 0.100 0.100 % 1 07/07/08 R69676 SOLIDS, PERCENT MOISTURE SM254OG PrepDate: Analyst: MDE Percent Moisture 43.53 Bin 0.10 % 1 07/07/08 R69676 Data i Analyte detected below quantitation limits Qualifier U Not Detected Above the MDL Code Key: S Spike Recovery outside accepted recovery limits x Value exceeds Maximum Contaminant Level Page 20 of 33 N O O ao A 0 0 0 0 (O N m O O 0 o N E E J 7 > 0 0 ❑ t a a > M � n W 6 0 a m � N � N 7 O Q a m o m m m a m sr N m IO o N O O m > K fij d' a K M m m m M m m o o L OI m m o e M O N a N o N Y t+J O N 3 « N J N O � n N 6 O V n Cl f0 a � e a` a > Y � E � 0 0 0 W O N n N m N ❑ � N N N > K Y J f/! 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'��' i to U Q T In fn ul N 3 aI m� W � H X 0 0 0 0 0 0 O N a m � Y Y rn a Z N M N w O N > Y a m ml 0 N m 41 di o a z U � W ~ F- U) m C! yy L N 6 � FL p U E m m � m v v o N 'L o f L 0 N 0 o m ry W V O F N ate- C C L E Z o d O d Hi d F m O N O � d Q N M O N p 0 0 0 0 0 0 a v N OJ O O O O h CJ M N to m �n N V o 10 O M m N V 0 M V (O T S A a a o 0 0 0 of vi N y a � m � Y Y n+ a ❑ S N M W N H H C y a K r 3 W a � ❑a Y n o Of a T 0 ° NI N N C C] J O O O O m n m n o � m IO N ui o O O o y U a I C Q m F- r o � m o o b K v v N n N00 o N ❑ W e v W w o o y U o f L a m CO o 0 w m C am o fl o a t (ti o 0 U o N 0 N o N V 0 n n 3 O m N p o J yj U) ❑ Cl N N M r n H W X 0 0 0 K m a e ¢ 0 0 0 0 0 0 a v N OJ O O O O h CJ M N to m �n N V o 10 O M m N V 0 M V (O T S A a a o 0 0 0 of vi N y a � m � Y Y n+ a S N M !n N H H C y r 3 N a � Y n o m T 0 NI N C C] J O O O O m O d � m N ui o o Z o y U a m F- r o � 0 0 0 0 0 0 a v N OJ O O O O h CJ M N to m �n N V o 10 O M m N V 0 M V (O T S A a a o 0 0 0 of vi N y a m N H H C N a � n o T t U d � m o y r o � m o o Q v N n o o N W e v W w o o y o f L o W o 0 w C o fl o a t O O m N p o 0 0 0 0 0 0 a v N OJ O O O O h CJ M N to m �n N V o 10 O M m N V 0 M V (O T S A a a o 0 0 0 of vi N y 1-1 > > > v v v K K K M N M N M m Y o y o vj o .2N N ala>p a m m m 0 W J O o O O o o O o O o m J o O O o o O o NM J O O m 3 ❑ m W� Ln -n �q N 3 ❑ o m m Ln N O d O 41 O O z O Z O Z H ~ r ~ H ~ > > > > > 7 o 3 > d a O O O m m 0) O N r N OI O N j N N J < m m �O 10 m o 0 0 0 Fri T L T T L m 10 10 O i -I U O U N N N N q N N ry yl << W w o << o f << o E w a s V V L O `O O 10 m O p O N m N m m O O w c o a N f%/ c o a f0 N 0 tdr � � L v E E o c J J � E E o 0 c J J w 0 0 a O O p v c m" O U N � r C N� N N 'C ❑ � I-' W � d d N V❑ •" E m H T c v t E c m a m t c a m O O W C O N p j j j d T� p j j p 01 T p r3 a m U Q m W 2 F- X m f0 f0 (0 m U Q W m m f0 m m U Q W F - Z` .. m ❑ a W a � Rey m o m Imc a 3 � m N > OI � a � m � 'O U 0 a U b+ L Vl OI d m m S Tl 0 N 0 _ N M a E IH n n H 3 aj N J 0 ❑ o !2 W m o > > > v v v K K K M N M N M m Y o y o vj o .2N N ala>p a m m m 0 W J O o O O o o O o O o m J o O O o o O o NM J O O m 3 ❑ m W� Ln -n �q N 3 ❑ o m m Ln N O d O 41 O O z O Z O Z H ~ r ~ H ~ > > > > > 7 o 3 > d a O O O m m 0) O N r N OI O N j N N J < m m �O 10 m o 0 0 0 Fri T L T T L m 10 10 O i -I U O U N N N N q N N ry yl << W w o << o f << o E w a s V V L O `O O 10 m O p O N m N m m O O w c o a N f%/ c o a f0 N 0 tdr � � L v E E o c J J � E E o 0 c J J w 0 0 a O O p v c m" O U N � r C N� N N 'C ❑ � I-' W � d d N V❑ •" E m H T c v t E c m a m t c a m O O W C O N p j j j d T� p j j p 01 T p r3 a m U Q m W 2 F- X m f0 f0 (0 m U Q W m m f0 m m U Q W F - Z` .. m W no E m o O o 0 a d � J N �' � o a M a yOj � nQ Y !1 � D p 0 0 0 0 n F 3 11 y a ro e J O 'Jy io n n a a Z D � N m ~ O F- a m a h � d > a ti � a W O N N C L W N N D O v V p O 0 < r N M U U o D a C y V! w m m OI = E E O b O D O 9i O N O N O m tp h U 4 rn h h J O O O J > > nl f/i r J (n fn M !7 ❑ p /� M m rn a e � Q E m a d � J N �' � o a M N yOj N Y � D n F 3 I N y a U O m J O O O O ❑ v D m a Z D U � m ~ O F- h E m d ❑ N �' O 47 O � D n F L y a U � m O h � ti � a W O N N C L W N N D O v O 0 j o D m U U o D a C y J J E E O b O D O 9i 4 rn O O O J > > nl f/i U Q (n fn M !7 E a ❑ E o 0 d QoU M O N 0 N E E E E E a a a a a ,r � b O 10 V 10 at t0 O 10 V �' (m0 N ImG N tmu N fm0 N ImC N A Z Z Z Z Z Z 0 Z 0 Z m 0 Z o Z m h p a a a a a ♦+ L L L L L Vi O_I T_ O_I OI O_I d m M W 4] W E.y O O O O O E N E m i4 E 0-4r ❑� ❑ ❑ Cl ❑ ❑ ❑ O ❑ ❑ o_ N W 6 N W O 6 6 N 6 y I11 r IU W OJ O ca O 1 % % w f � J w 2 N N N N a a a a a Io io io io io — o o v 0 a 0 d 0 v o 0 o Z o Z o Z o Z o Z Ti ~ - Ha - FT F - H F- > > > > > > W CI C3 CI C7 C7 a a a a a d N m b N o U b d N b N N b N b T L T L T L T L T L m m m E m E V m 2 fn !n N N O 0 r o 0 4 0 W w o m m m 0 a n 0 o r 0 0 n � m m N N o 0 0 � y L L J J IOi IOL LL H ,tl 3 a w L) a w C) a a n a w a ❑ E o 0 d QoU M O N c� 0 m C U �n ki pW. W q 0 aU 0 N eoi K cl ❑ a GTa a M a mO m m a iUy ❑ a d O U E Y m L Of d F m O m O n m E YN H n n 3 o 0 � � W ,� ee Y_ Of O1 E m a m N c O 3 � N � i Y N N 1pl N O m J 41 v 0 Z N F C3 J � V rtl � v N K 0 (Y+ T O N n u d � m N O 0 o 0 F: M M W LL O 4 m V 1p y 0o �2 m 0 N eoi K 1-1 E 8 � a T r w q q O' U > > K d N fE7 d � d fE� d d K Y K Y K m a Y K rn a Y Lq a a a a o < e e N N m a N m a N a m a a m a a o N N (O N lm0 N f0 N �1 K oco Z ili `m K O m 0 Z K o Z N w K M 10 v o Z K 0 Z N `w K 0 0 m o Z K a Z i/1 A m K m N of M a a a In ❑a N � fn o a af a a a 7 a E 7 E r 7 E . L5 oO 0 E ❑ � D � a (ti m O N O m O m O N N 4 O N 9q N c N �- �E O W U N o? r E o? n E N r E r n O J d YI J yj w J Qj r J ❑ a ❑ o ❑ a¢ Cl K a p a ❑ ui - K a p a ❑ 2:1 K s Q Qe W E 8 � a T r w q q O' U > > K d K d d d d Y Y m a Y ✓�+ rn a Y Lq a a a a o < e e N N N N a o a o a o n Y Y Y Y In N � fn o a a a a 7 7 7 L5 oO 0 D ❑ � D N 4 O 9q o? o Z O W O o? o? N r O O E 8 � a T r w q q O' U > > K d K d d d d m a m ✓�+ rn a m Lq a o a o a o n In N � fn o a a a a 7 7 7 L5 oO 0 D ❑ � D N 4 O 9q 9 L% W O W O O m N r O O W O O E T a E ' E E m E 2 E Q W Q a N U Q a o Q a m Q n 3 Pr E 8 � a T r w q q O' U a 0 N c U m z P4 �D Item pq fl W> 'o RE AjF >< oth� Ra Oo. Al e,9yyyy P2 04 CIL TQ �on -- 6 .. N Item m ytT, F mm 9 (pg� h `< O . C L^ b x 2~ _ P n m •� l rn o —Q -h 0 22 k 1 bWg� oq Al � •M b b o Dh'N 9 a. I o F. Y C.P. C G m q 0 G rj '—� wol. Sell y Sludge d: other. Al. n [ .n _S r � d MgsQf•.GRn#a(oePs s::a eye �• � • � Q .. a 0 y� O1 n Y II Qi II 1 II A wO'[9' '1• A -- 6 August 06, 2008 Mr. Duane Dungan ECT, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers, FL 33916 RE: 0806020100/Pepper Ranch Dear Mr. Duane Dungan: Order No.: F08071096 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 4 Mike Valder. - THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certification #E83079 Page 1 of 21 104 The following acronvms 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 Collforms BLIP 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 Quantitallon 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 TMC Too Numerous To Count Page 2 of 21 R 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, whlch 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 ELAS, Inc. S East Tower Cr., Ormond Beach, FL 32174-87 Case Narrative CLIENT: ECT, Inc. Project: 0806020100/Pepper Ranch Lab Order: F08071096 I. SAMPLE RECENING1 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. 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. M. 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 reevoery 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 FLAB, Inc. 8 Cast Tower Cr., Ormond Beach, FL 32174-87 Case Narrative CLIENT: ECT, Inc. Project: 0806020100/PepperReach Lab Order: F08071096 This is a revised report to correct the project number and the sample identifications. Page 5 of 21 ELABe Inc. 8 Bast Tower Cr., Ormond Beach, FL 32174-87 Date: 06 -Aug -08 Analytical Report CLIENT: ECT, Inc. Client Sample ID: PT -GW I Lab Order: F08071096 Collection Date: W25@008 1:10:00 PM Project: 0806020100/Pepper Ranch Sample Description: Lab ID: F09071096-001 Matrix: Analyses Result Qual MDL PQL Units DP Date Analyzed Batch ID 8270: PAWS, LOW LEVEL SW8270 PrepDate: 712912008 10:00:00 Analyst: EOS Acenaphthene 0.021 U 0.021 0.98 pg/L 1 0713110802:17 54595 Acenaphthylene 0.029 U 0.029 2.0 pg8- 1 0713110802:17 54595 Anthracene 0.024 U 0.024 0.98 pg/l. 1 07131108 0217 54595 Benzo(a)anthracene 0.015 U 0.015 0.20 pglL 1 0713110802:17 54595 Benzo(a)pyrene 0.018 U 0.018 0.20 pg/L 1 07/31/0802:17 54595 Benzo(b)fluoranthene 0.030 U 0.030 0.15 pg/L 1 07/31/0802:17 54595 Benzo(g,h,i)perylene 0.023 U 0,023 0.98 pg/L 1 07/31/08 02:17 54595 Senzo(k)0uoranthene 0.033 U 0.033 0.24 pg/L 1 07/3110802:17 54595 Chrysene 0.027 U 0.027 0.98 pg/L 1 07131/0802:17 54595 Dibenzo(a,h)anthracene 0.015 U 0.015 0.20 pg/L 1 07/31108 02:17 54595 Fluoranlhene 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 Vg/I. 1 07/31/08 02:17 54595 1 -Methylnaphthalene 0.07.4 U 0,024 1.5 pg/L 1 07/31/08 02:17 64595 2-Methy1naphthalene 0.015 U 0.015 1.5 pg/L 1 07131/08 02:17 54695 Naphthalene 0.059 1 0.023 0.98 pg/L 1 07/3110802:17 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 pg1L 1 07/31/08 02:17 54596 Sum: 2-Fluorobiphenyl 45-1 0 38.9-122 %REG 1 07/31/0802:17 54595 Sum: p.TerphenyW14 55.0 0 32-157 %REC 1 07131/0802:17 54595 FL -PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 712912008 Analyst: JKR Petroleum Range Organics 0.030 U 0.030 0.10 mg1L 1 07/31/08 22:25 54596 Sur: C-39 66.3 0 42.193 %REC 1 07/31/08 22:25 54596 Sum: o-Terphenyl-dl4 89.0 0 82-142 %REC 1 07/3110822:25 54596 Data I Analyte detected below quantitation limits U Not Detected Above the MDL Qualifier V Analyte detected in the associated Method Blank Cade Key: Page 6 of 21 ELAS, Inc. 8 East Tower Cr., Ormond Bench, FL 32174-87 Date'. 06-ANg-08 Analytical Report CLIENT: ECT, Inc. Client Sample ID: PT-SSJ Lab Order: F08071096 Collection Date: 7/25/200811:45:00 AM Project: 0806020 100/Pepper Ranch Sample Description: Lab ID: F08071096-002 Matrix: Analyses Result Qua] MDL PQL Units DF Date Analyzed Batch In 8270: PAWS, LOW LEVEL SW8270 PrepDate: 7/30/200812:30:00 Analyst: AE Acenaphthene 13 U 13 45 pgfKg-dry 1 07/30/0821:57 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 07/30/0821:57 54649 Benzo(a)anthracene 12 U 12 45 pg/Kg-dry 1 0713010821:57 54649 Benzo(a)pyrene 14 U 14 45 pg/Kg-dry 1 07/30/08 21:57 54649 Benzo(b)0uoranthene 17 U 17 45 pg/Kg-dry 1 07130/0821:57 54649 Benzo(g,h,l)perylene 21 U 21 45 pg/Kg-dry 1 07/30/0821:57 54649 Benzo(k)guoranthene 11 U 11 45 pg/Kg-dry 1 07/30/08 21:57 54649 Chrysens 17 U 17 45 pg/Kg-dry 1 07/30/06 21:57 54649 Dibenzo(a,h)anthracene 17 U 17 45 pg/Kg-dry 1 07/30/08 21:57 54649 Fluoranthene 15 1 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 Indeno(1,2,3-cd)pyrene 18 U 18 45 pg/Kg-dry 1 07/30/08 21:57 54649 i -Methylnaphthalene 12 U 12 45 pg/Kg-dry 1 07/30/08 21:57 54649 2 -Methylnaphthalene 12 U 12 45 pgfKg-dry 1 07/30/08 21:57 54649 Naphthalene 15 U 15 45 p9/Kg-dry 1 07/30/08 21:57 54649 Phenanthrene 11 U 11 46 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 Sure: 2-Fluorobiphenyl 52.9 0 23.9-125 %REC 1 07/30/08 21:57 54649 Sure- p-Terphenykd14 70-7 0 28.6-151 %REC 1 07/30/08 21:57 54649 PL -PRO: PETROLEUM RANGE ORGANICS FLPRO PrepDate: 7/28/200810:00:00 Analyst: JKR Petroleum Range Organics 7.1 V 2.5 6.9 mg/Kg-dry 1 07/31/08 22:25 54562 Sure: C-39 62.6 0 60-118 %REC 1 07131/08 22:25 54562 Sure: o-Terphenyl-d14 63.3 0 62-109 %REC 1 07131/0822:25 54562 SOLIDS, PERCENT SM254OG PrepDate: Analyst: MDE Percent Solid 71.9 0.100 0.100 % 1 07/29/08 R70264 SOLIDS, PERCENT MOISTURE SM254OG PrepDate: Analyst: MDE Percent Moisture 28.12 0.10 0.10 % 1 07/29/08 R70264 Data I Anlyte detected below quantitation limits Qualifier V Analyte detected in the associated Method Blank Code Key: U Not Detected Above the MDL Page 7 of 21 A��/r W v E 76 c E u G N J C d q N m n 4 T N T N N W � m w e b M n ❑ V O N o O q 0 0 c a o � 0 0 v 9 n ❑ Q � w T N O a � o � K N r YO � t0 C � O b x 0 x m r aM a lV O! 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N Mt �T VI �G t� W ~ N ,s x.� n...5✓• :ys�ji E 0 APPENDIX B 0 i I�V lae Ia I1 ' ".Tefp i i VIEWS OF OIL LEAKAGE/SPILLAGE AT WELL PUMP I It` - r.a I i t .._7a FffF��1A t i� °S"i el SLlJ �JPIIG „,�111 N [. 9a Ile�J1IJY.1.i.YI �.'hn'G�'I�JLL'Lll��'i 1�_•MU. SITE PHOTOGRAPHS - JULY 1, 2008 CORKSCREW OIL FIELD, WELL 1199 IMMOKALEE, COLLIER COUNTY, FLORIDA Environmental Consulting a Technology, Inc. Source: ECT, 2008 0 a rle � I I r � II ,I��I�I�iI�iMdl7•��Or�t� i 77�' I.., I �p����IF:�r�'I, Olflt I i, • I. I� ., � 1101-1f21, i'11,M HE t , 1 VIEW OF OIL LEAKAGE/SPILLAGE AT WELL PUMP SITE PHOTOGRAPHS - JULY 1, 2008 CORKSCREW OIL FIELD, WELL 1199 IMMOKALEE, COLLIER COUNTY, FLORIDA Environmental Contultlng 6 Technology, Inc. Source: ECT, 2008 a VIEWS OF OIL/WATER SEPARATOR, WELL 1201A SITE PHOTOGRAPHS -JULY 1, 2008 CORKSCREW OIL FIELD, WELL 1201A IMMOKALEE, COLLIER COUNTY, FLORIDA Source: ECT, 2008 ` l Envkmnwnfei Co ultlng 6 Technology, Inc. 0 VIEWS OF DEMULSIFIER (ABOVE) AND TANK BATTERY (BELOW) SITE PHOTOGRAPHS - JULY 1, 2008 CORKSCREW OIL FIELD, WELL 1201A Ccl IMMOKALEE, COLLIER COUNTY, FLORIDA Fi Source: ECT, 2008 Mronmentel Conauitlng 8 76chrplogy, Inc. VIEWS OF TANK BATTERY (ABOVE) AND "CHRISTMAS TREE" (BELOW) SITE PHOTOGRAPHS -JULY 1, 2008 CORKSCREW OIL FIELD, WELL 1201A IMMOKALEE, COLLIER COUNTY, FLORIDA Source: ECT, 2008 CUCT EnWronmenW ConrAW" a TochmIM Inc. �LTl I AWK01 a49 All 0:l9 Ji I, SITE PHOTOGRAPHS - JULY 1, 2008 CORKSCREW OIL FIELD, WELL 1170 IMMOKALEE, COLLIER COUNTY, FLORIDA Source: ECT, 2008 WIT Envkmmentel Consulting d Technology, Inc. VIEWS OF 500 -GALLON PORTABLE DIESEL TANK (Phase I ESA Photos) (TANK REMOVED PRIOR TO PHASE II ESA) SITE PHOTOGRAPHS—APRIL 17, 2008 CATTLE PEN AREA — PEPPER RANCH IMMOKALEE, COLLIER COUNTY, FLORIDA Source: ECT, 2008 Environmental Consulting d Technology, Inc. THIS PAGE INTENTIONALLY LEFT BLANK LIMITED SITE ASSESSMENT REPORT (SAR) LAKE TRAFFORD RANCIUCORKSCREW OIL FIELD IMMOKALEE, COLLIER COUNTY, FLORIDA PREPARED FOR: Mr. Tom Taylor Lake Trafford Ranch, LLLP 6301 Shirley Street Naples, Florida 34109 and Cofr Coi4-nty Ms. Alexandra J. Sulecld Conservation Collier Land Acquisition Program 3301 East Tamiami Trail, Building W Naples, Florida 34112 OC, Envinon nontal Consulting & fichnology, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers, Florida 33916 (239) 277-0003 Fax: (239)277-1211 08-0754/0100 SEPTEMBER 2008 K J Limited Site Assessment Report (LSAR) Lake Trafford Ranch, LLLP Imnolralee, Collier County, Florida TABLE OF CONTENTS mai-If rnwo,�mnrr aMwa�a � na�ww�x „e. l LOBJECTIVES....................................................................................................................................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 RrcoNINIGNDATIONS....................................................................................................................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 I FTM -08-0754/0100 09/24/08 Limited Site Assessment Report (LSAR) Lake Trafford Ranch, LLLP Immokatee, Collier County, Florida PROJECT NAME: C'V � EnxYwnrnlel Con,ullnp 6 TxlrnolepK 1�. PROFESSIONAL CERTIFICATION ECT PROJECT NUMBER: LAKE TRAFFORD RANCH, LLLP 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. SIGNED: NO 40 's STATE OF E L. DUANE DUNGAN, REGISTERED PROFESSIONAL GEOLOGIST STATE OF FLORIDA LICENSE NUMBER 40 CERTIFIED PROFESSIONAL GEOLOGIST AIPG CERTIFICATION NUMBER 4903 Septeniber 24, 2003 ii FPM -08-0754/0100 09/24/08 Linnited Site Assessunent Report (LSAR) nw^ � Lake Trafford Ranch, LLLP AWV bnnokalee, Collier County, Florida bMve 1 CmsWlln9 6 hchnolo9K 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 I is a general location map of the facility. 1-1 FPM -08-0754/0100 Limited Site Assessment Report (LSAR) ^ Lake Trafford Rnnch, LLLP CCIf Immokatee, Collier County, Florida c.w W.i c...m,g a r h.W.,x M, 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 (f165,000 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, i.e., the northernmost well is labeled #1201A, and is the surface location of a well that was direetionally 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 findings for each oil well site are listed below: 2-1 FTM -08-0734/0100 bJ Limited Site Assessment Report (LSAR) Lake Trafford Ranch, LLLP /nmmkalee, Collier County, Florida Well 1201-A Section 28, Township 46S, Range 28E �V EnNronmanlal Loneulling 6 TMlagbyK Ye. / Date of Substance Amount Oil/SW Amount Recovered 200'x50' located on Vacuumed 1304 bbls of oil Area Impacted Corrective Action Spill Spilled (bbls) Oil/SW(bbls) I1-9-89 Crude Oil 160/0 1304/0 200'x50' located on Vacuumed 1304 bbls of oil limerock pad within up and covered the remaining dike area. oil with clean fill. 4-14-96 Crude Oil !/1/0 'h/0 6'x25' impacted area Area covered with clean 611. 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'h/9 0/0 45'x10' of SW w/ I" of Area was covered with SW crude oil on Iimemck 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 Spilled OiVSW OHISW Area Impacted Corrective Action (bbls) (bbls) FTM -08-0754/0100 (DAO 2-2 Limited Site Assessment Report (MAR) Lake Trafford Ranch,. LLLP ^� CCl Inrnrokalee, Collier County, Florida EaNuaa»am cavwuag • tae 8-27-98 SW 0/11 0/0 Area affected bAv the Repaired defective equipment. 4 storage tanks and within the tank battery dike. 10-5-98 Crude oil & 8'W%l 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 ft- was covered Excavated 40 cubic yards and removed with 'h" 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'x11' 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 465, Range 28E Amount Amount Substance Recovered Dale of Spill Spilled WSWOil/SW Area Impacted Corrective Action (bbls) (bbls) 6-7-98 Aquanox % 0 35'x35' impacted on Excavated 10 cubic yards. Stockpile limerock pad within remained onsite. dike area. 2-3 FTM -08-0754/0100 M Limited Site Assessoteat Repot (LSAR) Lake Trafford Ranch, LLLP G IF If hamokalee, Collier County,. Florida �a1 cmrulll,' b a.J , a� 11-14-99 SW Trace/70 01501 1700 sq 0 area (— t'/z" SW vacuumed up and removed from to 3" deep of SW) site. within diked limerock pad. 4-9-03 Crude oil & 7/10 Sw 3-25-06 SW 0/50 4-10-06 SW 0/10 0/0 60'x30' ('780sgft) was Impacted area was excavated. covered with 1.46" of Approximately 87 cubic yards was SW and crude oil removed from site. within the limerock pad. 0/0 45'x18' and 10'x50' Vacuumed up SW and removed from area within the site. limerock pad. 0/0.11 2600 sq It —'''/" deep None. on limerock pad. 12-31-02 Crudecil 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 Arca excavated and stockpiled onsite. on limerock pad SW = Saltwater; bbls= barrels As part of the Phase H 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. FTM -08-0754/0100 D2 2-4 Limited Site Assessment Report (LSAR) AMJ^� Lake Trafford Raneh, LLLP `i Gnmolralee, Collier County, Florida ad.rur • nay 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 7AEE 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 1'/z 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 #81), 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 FPM -08-0754/0100 01 Limited Site Assessment Report (LSAR) Lake Trafford Ranch, LLLP ILutnokalee, Collier County, Florida a aanaa�e � wb" ea. 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 FFM -08-0754/0100 Limited Site Assessment Report (LSAR) Lake Trafford Ranch, LLLP Lunokalee, Collier County, Florida CV I PnWmm W ccnsullhp! fichnologY 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 Department 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. 3-3 FTM -08-0754/0100 CPO) Limited Site Assessment Report (LSAR) �^ � Lake Trafford Ranch, LLLP `Cf Lamokalee, Collier County, Florida 6MOmwnW C...111 g & n1h..F.11 Inc. 4. CONCLUSIONS AND RECOMMENDATIONS 4.1 Conclusions Dining 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 his. All chlorides detected at this pad were below the GCTL. 4-1 FTM -08-0754/0100 Limited Site AssessTaeot Report (LSAR) Lake Trafford Ranch, LLLP /nuaokalee, Collier Couaty, Florida CV It 6MwMINnla1 CamuWiq 6 Tw�nolo9y, Inc. 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 cast 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. 4-2 PCM -08-0754/0100 UbJ Limited Site Assessment Report (LSAR) ^ C Lake Trafford Ranch, LLLP V Lnmiokalee, Collier County, Florida a Aa W ca�.wmg a M, / 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 time 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 FPM-og-0754moo N 4-3 Limiter! Site Assessment Report (LSAR) Lake Trafford Ranch, LLLP lnunokalee, Collier County, Florida C1 &""W" lMK#uy a Tw�" bie 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 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 FPM -08-0754/0100 N Limited Site Assessment Repot (LSAR) Lake Trafford Ranch, LLLP Innnokalee, Collier County, Florida N FIGURES CV Fnvlmnmanlal Consulting 8 hohnologp Inc. FTM -08-0754/0100 09/24/08 I` �ri r "^R l 1jI --1' + � }_._ __-'�L--�-`' j,i. y' i.*''U'i. i. i. ._. i• i i. i. il, iii,. 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"&Im— " r� ttr. a - N 9 6 1 E 3 v }�acnoo! a �000coa � e� O 1 � . . |%\ ( f Zf .� �. \ E ! ! � E } ( / \ � ( \ { )/ / ki j { W Of z\\\ 7 ( / :0 w w t (D 2) { /\@/} S\\/\ )cm Limited SiteAssessiueutRepo•t (LSAR) Lake Trafford Ranch, LLLP Guumkalee, Collier County, Florida R TABLES �V FnNmnmenlal ConMtln9 6 T¢[hnolOgg Inc. FTM -08-0754/0100 09/24/08 a6 0 Z, {C LL i LU J m Q C W r z O w w w w Wc 0 c 0 c 0 c 0 Z W G N N N N w K c c c 0 E E E E D a c `p-' c ry N w d J .J J J W N N, N m m E ai m m ee N E N u a a a a D O c c c c Y m w in m U' O J O 2 F J J W ;g- 0 D J W YJ b 1p N �p 1p Y] Ip YI N N Ip WJ M M U Z ql — J W x { H J y W LL tp 1p u) O M in b Ip h. o O o M h e - F4W F O O W LL J x ED Za awQ - Z- O z U j W Z ❑ F—.. ❑ N 7 N > N_ N_ N > N_ N_ N_ N_ N_ N_ N O N_ N O O ❑ ❑ O ❑ ❑ ❑ ❑ O ❑ ❑ ❑ Z W W W W D] m ttl Rl ro O] G5 ro W J O 0 0 O 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 a a N N N_ N N_ M_ (h M_ ❑ �.., l� (") M_ Z N X w N F- O U m � o N O � N p F U W w w v u, FL. Department of Environmental Protection - Bureau of Petroleum Storage Systems-Preapproval Program -- Remedial Action OM /Site Assessment Reposing TABLE 2: GROUNDWATER ELEVATION SUMMARY Facility Nanno; Lake Trafford Ranch/Corkscrew Oil Field Facility IDk: n.a. All Measurements= Feet No Data = Blank WELL No. WAMETER_ WELL DEPTH eL scREEN lxrevn Tor ELEVANNN MW -1 1'/.' 15 15-5' TBD MW -2 1'h" 15,30' 16-5' TBD MW -3 1'/=" _ 15' 15-5' _ TEID MW4D 1 %° 30' 30-25' TBD MW -5 1'/:" _ 15' 15-5' TBD MW -6 1s' 15-5' TBD ELLDa WNSCREEN INTERVAL ELEVATION 15-5' TBD 17-12' TED 1TOC TBD TDD E ELEV DTW FP ELEV DTW FP ELEV DTW FP ELEV DTW PP ELEV DTW FP ELEV DM FP 008 0.19 0.16 0.27 - 0.8208 - 1.44008-- 0.00 F —fi VNELL No. NIAMETmi MW -7 _ ih" MW -BD 1Y" MW -9 1%" MW -10 1'h" MW -11 1'r ELLDa WNSCREEN INTERVAL ELEVATION 15-5' TBD 17-12' TED 1TOC TBD TDD Ln TBD IIIIIII� ®mm®II�IIIIIIi®mlllll�®mllll�®mlllll�®mllll� DIAMETER 134' _ WELL NEPTN soREENINTERVAL 15-5' TOC ELEVATION I TBD ®C®C. �S® WELLING. MW -13 ®mlllll�®I�I�®mm®III�IIII�®mm®mlllll�i DIAMETER 134' _ WELL NEPTN soREENINTERVAL 15-5' TOC ELEVATION I TBD Source: ECT, 2008 Table 2 - Groundwater Elevation Tabloids Page t of 1 Rev. 10/98 J0 ®mlllll�®I�I�®mm®III�IIII�®mm®mlllll�i Source: ECT, 2008 Table 2 - Groundwater Elevation Tabloids Page t of 1 Rev. 10/98 J0 TABLE 3: GROUNDWATER MONITORING WELL ANALYTICAL SUMMARY Facility Name: Lake Trafford Ranch/Corkscrew oil Field Facility ID#: n.a. Parameters Analy etl Source: ECT, 2008 Page 1 of 1 Rev. 10/98 Llnzited Site Assessment Report (LSAR) Lake Trafford Ranch, LLLP Lwn okalee, Cagier Comrtp, Florida APPENDIX A CV� �m�m.nta co..mn� a ncnnoioyn mo. MONITORING WELL CONSTRUCTION DATA & PERMITS FPM -08-0754/0100 09/24/09 2V,� Environmental Consulting & Technology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Well Ne: MW—1 Penult No. Project Name: I.ocmien(Wang) SEt4SW'AS28T46SR28E 2008080526 Lake Trafford Ranch U I,P/Corkscrew, Oil Field 26°26.509%81 °31.470' (317) WELL DIAGRAM SGeologist; Y Jeffrey G. Gould, P. G. Total Depth (ft. bis): 15 Depth (11, Nal M LITHOLOGY Land Surface lit. ngvd) Measuring Point (IL ngvd) s�sesee -y camO.Nd Nol Determinetl Not Determined Laku6laCay - DRILLING &CONSTRUCTION Company: $lad: lovely) ,1, masmv SEE MW -41) FOR LITHOLOGY JAEE Environmental, Ina 8/12/2008 Grilling Method: DPT Time: 2 NEAT - oReer 1155 Rig: Geo robe Finish:(m/dly) 8/12/2008 ell8 Diam: rueE WD 4aEA -,NotApplicable 2"Tube Time: 1205 Fluid Addtlores: MATERIALS Coaled diam, regional wall thl.eness. conaeogon death ranged 6_ 114" Schedule 40 PVC casing from -5 ft to surface Sosom idiom, material,sat size depth ran e 114"Prepacked stainless steel 0.010" Slotted Screen from 8 -15 R to -5 ft bis seat,- Either size material, depth nanne, moment 20/30 S/llca Sand from -15 ft to -4 ft bls 10 se 1 Fine sand seat from 4 ft to -3' k bis Growl mix mtb depth ran e am.un 12 SNJOPACK Neat cement grout from-9'to surface - Above named com letion ft.dser, one. o cW corm ad - 8" diameter manway set in 18 xi8"concrete pad 14 uswara4csEa SCREEN - at grade level DEVELOPMENT Method and total dme: Total Depth = 15 ft this Developed with cenfrifugal pump for 10 minutes Water mmloymmil Duaminceate, Clear and silt-free,good flow TESTING / SAMPLING Stalic W.L (Meet at TliWe & Data.-- ate:Sou 8.0Sem Iln : Other: Environmental Consulting & Technology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Well No: MW -2 Penh No. Prated Name: Location(IaVlong) SE14SWNS28T46SR28E 2008080526 Lake Trafford Ranch LLLP/Corkscrew Off Field 26°26.487/81°31.508'(116) WELLDIAGRAM S Y Geologist: re G. Gould, P.G. Total Daplh (11. bis): 15 ¢PIN t bts M11 LITHOLOGY Land Surface (fl. ngvd) Measuring Point (It. ngvd) P•s„�i M,"„:y 1bni'IXePatl Lorkahle Cap Not Determined Not Determined DRILLING & CONSTRUCTION Company: Siad: (Mdly) luco yn _ SEE MW -40 FOR LITH0LbGY JAEE Environments( Inc. 8/12/2008 oril8ng Method: DPT Tyne nig: Geoprobe 2 nEnr GEMENT GNour 1225 Md( Finish: ( Y) _ 811212008 811 & Dim: eNE 4 SANO SEAL 2'Tube Time: 1235 Fluid Additives: NofA licable MATERIALS casing Idirmm materiel wag nissimess, correedion, depth renege) 6 1W' Schedule 40 PVC casing from -5 it to surface Screen dram material slut Are. depth range) - 1Yz” Prepacked stainless steel 0.010' Slotted Screen from 8 - -15 itto-5 it bis War Pack (size Material, depth raren. amount) - 20/30 Silica Sand from -15 it to -4 it his sea 10 - Fine sand seal from -4' ft to -3' ft his Gmut tonfr men depth ran a mount 12 SANOPACH Neat cement grout from -3'to surface — Above around ..pleflo. fft.den, son onoteaING caain ad 8" diameter manway set in 18"x18" concrete pad 14 IN'POEPACKEO scNEEN at grade level DEVELOPMENT M Ihotl and total nor Total Depth = 15 ft his Developed with centrifugal pump for 15 minutes water quality end rsornpi.ante: Clear and silt-free,good flow TESTING/ SAMPLING )alio W1, (bt.0 atTinno & D 1 SDecillc CaDacily fooMlll: soilsam Iln Other. An� G4/ Environmental Consulting & Technology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Well No. MW -3 Pend No. Protect Name: Location(laVbng) SERSW%S28T48SR28E 2008080526 Lake Trafford Ranch LLLP/Carl(screw Off Field 2626.465%81°31.485'(t15J WELLDIAGRAM Y �S Geologist: JeffreyG. Gould, P. G. Tafel Deplh(II. his): 15 aapm in, Ins) M LITHOLOGY Lan tl Suriace(Il.ngve) Measuring Point (11. ngvd) e smnnv"� cnOum.Pld lixl"bre C"p Not Determined Not Oetenoined DRILLIN &CONSTRUCTION Company: Siad: (mldry) - rls aswG SEE MW -413 FOR LITHOLOGY JAEE Environmental, Inc. 811212008 Wiling Method: DPT Time: 2 NEAT Gnmr 1210 Rig: Geo robe TIMM: (Wdly) 611212008 all & Otama - Pure 4 - 2"Tube Time: 11220 Fluld Addilfves: INOtApplIcable MATERIALS Qasinq Idiom.ate'al wall thickness conneclion depth tanlel c 1Yz" Schedule 40 PVC casing from -5 it to surface Screen Main, matedal slat size depth ran e 1 Ys" Prepacked stainless stool 0.010" Slotted Screen from 8 -15 it to -5 It his Filler Pea sae material depth rana amount 20/30 Silica Sand from -15 it to -4 itbis 10 Seal I Fine sand seal from - -4' ft fo -3' ft bis Grout mix ratio n depth reemotion 12 SANDPACa Neatcement grout from-3'to surface Above ground Completion flifter, cap, protective casino, Pad) 8' diameter manwayset in 18°x18" concrete pad 14 I4-PREPACHE0 SCREEN at grade level DEVELOPMENT Method and Intal than: Total Depth = 15 ft his Developed with centrifugal pump for 10 minutes Wale, qlhy and ,Rapog rale: Clear and silt-free,good flow TESTING/ SAMPLING Shelia W.L. bloc al Time&Date, SeecHic CaaachV faoMil): SON $4anollyr Other• � AMMw WELL A= i CONSTRUCTION Environmental Consulting & Technology, Inc. INFORMATION LAKE TRAFFORD RANCH LLLP Well No: MW -4D Permit No. Prefect Name: Location (IaNang) SEWSWAS28TOS_R28E 2008080526 Lake Trafford Ranch LLLP/Corkscrew Off Field 2926.490'781 °31.477' (t16J WELLDIAGRA S Y Geologist: JeffreyG. Gould, P. G. Total Depth (11. bis): 30 Dep gt, brd M LITHOLOGY Land Surface (It. n' elf Measuring Point (II. aged) e•srulhw°�°r c°.mW AW i«'nnreCup Nol Deter lned Not Determined DRILLING & CONSTRUCTION an, s rags o mm company: Stan: (mfcvy) rucasws SP SAND, tan, qtz, m gr, mod sorted, JAEE Environmental, Inc. 8/12/2008 Drilling Method: trace If phosphate, calcareous CL CLAY, dk gy, sl sdy, grading to It gy, DPT Time: 4 NEAT _ �ROUTr SP calcareous SAND, yel/tan, qtz, v I gr, v w std Rig: Geo robe 0940 Finish: (rrddy) 8/12/2008 Ril & Dim: SP SAND, org/brn, qtz, v f gr, w std 2" Tube Fluid Additives: 8 SW SAND, brn, qtz, v cl, p std, shell frags Time: CI qtz grains, calcareous Not Applicable 1135 I MATERIALS - SP SAND, It tan, qtz, Vf gr, p std, cl qtz PA ala hilam. material,wall tackiness, connection depth r e grains, calcareous, v Shelly 12 1W Schedule 40 PVC casing from SW SAND, It brn, qtz, v Shelly, p std, -25 N to surface Screen diam metered, slot she depthrupee) frosted qtz grains, calcareous - SP SAND, ben, qtz, v f gr, v w std, sl IJV Prepacked stainless steel 0.010" Slotted Screen from 16 calcareous -30 it to -25 it his Eller Dark size material depth Rome, amount -20/30 Silica Sand from •30 it to -24 it his Seal 20 - Fine sand seal from - •24' it to -22' It his Groh(mix ratio depth range, amount 24 SANDPACK LS LIMESTONE, It gy, highly Indurated, Neat cement grout from -22'to surface very shelly (pelecypods) Above around Completion 'ser Cap. pl.t..til. testa atl 8" diametermanway set In 18"x18" concrete pad 28 nf•PREPAGARR SCREEN at rade level DEVELOPMENT 19 Method and total tme: Total Depth = 30 it his Developed with centrifugal pump for 45 minutes Water quality and reetralrer rate: Clear and s@-free,good flow TESTING I SAMPLING SCRIF W1,71.0)atTerm A EmbC 5 ecilo Capacity 1' Soil sampling, Other. mac; Environmental Consulting & Technology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Welt No: MW -5 Pond No. .Project Name: Localion(Ieebng) 8WANW'AS33T46SR28E 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26"26.170YB1 '31.603'(-+17) WELLDIAGRAM S Y Gentofte:Total Jeffro G. Gould, P.G. Depth (11. bis): 15 Dept m) 01 M LITHOLOGY LendSurface (11. of Measuring Point (ft. ngvd) O�SY«IMmero c°rR,0 Pdd r«x,waco° Not Determined Not Determined DRILLING & CONSTRUCTION Company: Stall: (Mtlly) olr»,yNa SEE MW -80 FOR LITHOLOGY JAEE Environmental, Inc. 8/12/2008 Drilling Method: DPT Time; 2 NEAT LEWNT - deur 1503 Rig: Geo robe Finish:(nVd(y) Bit & Olson: - 811212008 FINE 4 WD 2"Tube Time: 1512 FIUM AdtlllNas: Not A licable MATERIALS - Casing dcm, material, wall flicknese conneclon retire rec 6 134"Schedule 40 PVC casing from -5 ft to surface - Screen diam malarial slot size depth mn IW Prepacked stainless steel 0.010" Slotted Screen from e — -15ftto-5ftbls - Filter pack sizemalarial, depth range, amount — 20130 Silica Sand from - -15 ft to -4 ftWe 10 S941 - Fin sand seal from _ -4' ft to -3' ft bis - Grout Ends mile,depth mmie, amount 12 sANarncrc Neat cementgroutfront -S'to surface - Above mooed Completion a.daer up, ProteclNe cast 8" diameter manway set in 18"x18" concrete pad 14 10-PREPACKEe SCREEN at grade level DEVELOPMENT Mothotl antl total lime: Total Depth = 15 ft bis Developed with centrifugal pump for 15 minutes Water quality and Pundoina Mite: Clear and sitt-free good flow TESTING / SAMPLING Sletl.WL.blc 1 Time&Date: SoecHlo Caoadly lwm", s.ils.mplirm Other: ANEW A=C,r Environmental Consu/iing & Technology,. Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Well No: MW -6 Penn No. Project 2008080524 Lake Name: Trafford Ranch LLLP(Corkscrew Oil Field Location(lellong) 3WANWIES33TAeSR28E 26026.124Y81,91.587" (t18') WELL DIAGRAM S Y Jelfre M eologlsl G. Gould, P.G. Total Depth (11. Ida): 15 Demli (I• Is LI I HOLOGY Land Sudace (g. ngvd) Measuring Point (R ngvtl) _ e•seman°,,,r c°""a1ePa° team)°can Not Determined Not Determined DRILLING & CONSTRUCTION Dompany: Siad: (midly) - mcnawo SEE MW -8D FOR LITHOLOGY JAEEEnvironmental Inc. 811212008 Dulling Melhcd: DPT Time: 2 Nat mwGeoprobe GROW 1518 _ Finish: (mld(y) 811212006 Rig: Bit & Dlam: 2" Tube FINE SEND sEaf Time: 1532 Fluid AddltNes: NotA licable MATERIALS as d m malarial Iithicknees c necib tle In ren e 6 1 Ys° Schedule 40 PVC casing from -5 H to surface Screen Lis tech) slet--- et---liz"Prepacked _ 1Y," Prepackedstainless steel 0.010"Slotted Screen from 9 -15 k to -5 ft his FlII¢r Eck size material death a amount 20130 Slllca Sand from -15 ft to. -4 ft bis Seal Fine sand seal from 10 = _ 4' ft to -3' ft his Gm &rano de Ih inn a amara _ 12 _ SMOPAC1f Neat cement grout from-3'to surface ave round co Ietlon HAS ca mleclive c sin d 8" diameter manway set in 18'x18"concrete pad 14 nf•PREPAGfEO acnEEw at rade love) DEVELOPMENT Method and tot im Total Depth = 15 ft bis Developed with centrifugal pump for 15 minutes Water ouality and muspina rale: Clear and silt-tree,good flow TESTING I SAMPLING Bit W.L. ,loo al m &Dale: sp hip 0 itt MIR' Soil Sa din : DNec. Environmental Consulting & 7echnology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP NINO:MW-7 WOW: MW-7 Permtt Na Projed Ngma: LOCdllea(I.M.ng) 9W'ANW6933T48SMI3E 2008060524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26"26.134%81°31.633'(m14) WELL DIAGRAM S Y M Ge0l09iSl: Jelhe G. Gould, P.G. Tolal Getan(it. bis): 15 evin a LITFIOLOGY land Sudece(it. ng+d) Measuring point(ft ngvtl) e•sm°rwgq°y CO"°'efoP'tl LOLk°b"C', Not Determined Not Determined DRILLN &CONSTRUCTION Company: Stan: sal") - mcnsma SEE MW -813 FOR LITHOLOGY MEE Environmental, Ina 811212008 odlling Melhed: _ OPT Time: 2 MAT '11GLV Rig: Geo robe 1440 Finish: (Mtl1y) 811212008 It S Me.: 2" Tube _ FM S SEAL 7450 Fluid Additives: NofA licable MATERIALS a n di Farnal we 11 thees one 9 a tle Nran e 6 114° Schedule 40 PVC casing from 1-5 It to surface SCfeee dem raledal sot 9778 tle Ih ran e _ 134' Pmpacksd stainless steel 0.010" Slotted Screen from g — - 158 to -5 It bis Hear ack size we a lel It Ih n am nl 20130 silica Sand from -151110 -4 it bis seal Fine sand seat from 10 — _ -4'11 to -3' ft bis Grain mix fat de Ih ran a amou 1 12 MaPACK Neal cement grout from -3'to surface Bove rau dcom M. I er ea ec ..cast. atl 8° diameter manway set in 18'x18' concrete pad 14 IMPREPACHEq SCHCCa at (adB 1BVB1 DEVE OPMENT Malhmt Me legal t me' Total Depth = 15 It bis Developed with centrifugal pump for 12 minutes ler ual and um In r Clear and silt-free,good flow TESTING /SAMPLING Ilc L. al. a T, g& Wel. S II G T 1 M tl: Sd Sqm lin G@er: A=4ff Environmental Consulting & Technology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Well No: MW -BD Permit No. Proleal Name: Locatton(laglong) SWRNW%S33T46Gl 2008080524 Lake Trafford Ranch LLj.p Corkscrew Ofl Field 26°26.146-181"31.606'(&16) WELL DIAGRAM S Y M Gadoght: Jeffrey G. Gould, P.G. ToNt Depth (it. bis): 17 op n, s LITHOLOGY Lmd Sadace(it. ngVd) Measuring Point (11. ngVd) a svo"aunnnv `°"""°wa LxmwernP Not Determined Not Determined DRILLING & CONSTRUCTION - mcurec CL tan, linnesioneager e s CLAY, dk gy, at sdyorming oomanY; )AEE Environmental, Inc. Sled: (Mdy) 8/12/2008 rime: Method: DPT 4 "CAT cCME.vr aemm SP SAND, orange, citz, med gr, W std, , grading to tan at Il 1540 Rig: Geo robe Finish: IMtl I 8/17/20088 sil8 Dlam: - R _ SP SP SAND, gy, citz, m 91, W aid SAND, gy, qtz, I gr, p aid, v shelly 2'Tube Time: 1645 Ruld Addlives: Not Iicable MATERIALS Oasm di m material I I kness co nedlon de Ih ran e 12 LS LIMESTONE, gy, at sdy, v. shelly, highlyindurated 13g' Schedule 40 PVC casing from -1211 to surface diem materiel slot size de Ihm e Marv" 144' Prepacked stainless steel 0.010' Slotted Screen from 16 ra-PREPACNEo SCREEN REFUSAL AT 17 FT BLS -171tto-12ftbis ter .dr slew mate'a1 tle Ih ran --- - 20130 Silica Sand from Total Depth = 17 it bis -17It to -10 it bis Seal Fine sand seal from -10'it to -9' it bis mu Wk rmio do In a amount NEW cement grout from -91 to surface hove roan lion RACE on rateclive cast atl 8' diameter manway set in 18'x177' concrete pad at rade level DEVELOPMENT Me hod oat Developed with centrilugal pump for 30 minutes to, uafl a d um N t' Clear and slit-Iree,good flow TESTING I SAMPLING bloc W Ti a 8 Oale: S ill G II f MITI' F Environmental Consulting & 7echnofogy, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Well No: MW -9 Panne No. Pro(ecl Name: Location(teVlang) SWI6SW'RS28T468R28E 2008080524 Leke Trafford Ranch LLLP/Corkscrew Oil Field 26°26.063Y81 °31.760' (t14) WELLDIAGRAM Y aS Geologist: Jeffrey G. Gould, P.G. Total Doplhl7l. bis): 10 Depth et. mm M LITHOLOGY Land Surface(n. ngvd) MDasumal, Point (11. ngvd) n•samM,Aa+r G .I.Patl w.xaamcnP Not Defennined Not Determined DRILLING & CONSTRUCTION ComPany: alae: (mmly) racaslNc _ SEE MW -12D FOR LITHOLOGY JAEE Environmental, Inc. 8/13/2008 Drilling Method; DPT Time: 2 NEAT GNW Rig: Geo robe 1136CEWW _ FWab:(mld/y) 8113/2608 Bit & Diam: RNa 4 SAND SEM. 2" Tube Time: 1200 Fluid Additives: NotA Ilcable _ MATERIALS Casin diam material Illhkkness neclion de Ih ran e 6 IY2" Schedule 40 PVC casing from _ -5It to surface Screen diam material slot size death rae orncx 114"Prepacked stainless steel 0.010" Slotted Screen from 8 -10 ft to -5 it bis Pack W., material depth range, amount _Hilo, - — 20/30 Silica Sand from -16 f1 to -4 k bis 111'PflEPAGAEn 10 scaEEN Refusal at 10 It bis Seal Total Depth = 10 it his Fine sand seal from -4'ft to -3'ft bis Grout NNW[., dem a amount Neat cement grout from -3'to surface Above wand com IeHon f . er. fto. roleclNe cast atl 8" diameter manway set In 18'k18"concrete pad at rade level DEVELOPMENT Method and Iola lime: Developed with centrifugal pump for 10 minutes Water qpidLmal go. to tele: Clear and silt-free,good flow TESTING / SAMPLING atelto W.L. htoc at Time&Date: aaaDAlC Gapaek t agM all Sem Ile : 011ier. A=® Environmental Consulting & Technology, Ina WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP : Well NoMW 10 Pang Na Location(laillong) SWaSWf4S2ST46Sn2BE 2006080524 Lake Trafford Ranch LLLPICorlrscrew Oil Field 26°26.111'181'31.769'(±157 WELL DIAGRAM 8 Geologist: Y Jeffrey M G. Gould P.G. Total Depth (ft. bis): 15 Dept l.bia) LITHOLOGY Lana Surface (It. ngvd) Measuring Pofit (II. ngvd) escel.w^•*r "°^""oP.a f«wemc*P Not Determined Not Determined DRILLING &CONSTRUCTION DomParry; Sletl; (M y) _ ur cnsglc SEEMW-120 FOR LI -R-10 GY JA EE Environmental, Inc. 811312008 Dalgng Method: DPT Time: 2 WAY ceotn nig: Geo robe 1215 Ralsk(nVdly) 8113/2668 Bit & Dean: 2" Tube PINE 4 sum _ SEAL 1240 Fluid Additives:Time; NotA Iicable MATERIALS Casio di m sada droUlhkkne-- can - a th ----- an e1Y21 1Y21Schedule 40 PVC casing from -5 ft to surface Sue a diam mat dal catch- de U ran. _ 1 Y21 Prepacked stainless steel 0.010' Slotted Screen from 8 -15ftto-5 ft big _ Flit Pack f I ate I depth mines, annountl _ 20130 Silica Sand from -15 ft to -4 ft bis Seal Fine sand seal from 10 _ -4' ft to -3' ft We Gra t mix natio de trance amounll 12 SMOPACe Neat cement grout from-3'to surface Above around completion IlUser, -0. onoteativa egging, vagn 8,, diameter manway set in 18"x18" concrete pad 14 11PPAEPACxfn saran* at grade level DEVELOPMENT _ Mel ad and Intal time: Total Depth = 15 ft bis Developed with centrifugal pump for 10 minutes Water cal' and u in mle: Clear and silt-free,good flow TESTINGISAMPLING Slago W.L. bloc at Tine Date; Sgl C o gy fopmltl' Soli Sam In Other: AIIIIIIIIIIIIIIl A=4 AF Environmental Consulting & Technology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Wollft MW -11 Permit No. Prol.d Name: Location(latAwid SWIASWI492BT46SR28E 2008080524 Lake Trafford Ranch LLLP/Corkscrew Oil Field 26 26.067%81 31.787'(±141 WELL DIAGRAM IM Gealogisl: Jetfre r G, Gould, P.G. Total Depth (ft. bis): 10 Depth In. hls) LIIMULOGY LanJ.ur1wm((Lngvtl) Measuring Point (fl, ngvd) as"�,M,,,n,y cwad=Pae nax"aroraP Not Determined Not Determined DRILLING & CONSTRUCTION Company: Slad: (mldry) - SEE MW -120 FOR LITHOLOGY JAEE Environmental, Inc, 8/13/2008 Drilling Method; DPT Time: 2 HEAT r Nr CHOW 1100 Rig: Geo robe Finish: (mldly) 8/1312008 Bit & Dam: 4 ss se t 2"Tube Tune: 1125 Fluid Addlllves: I/MotApplicable MATERIALS earn dlam. material. wail lhlckness panne.lurn. depth ran e 6 1Yz" Schedule 40 PVC casing from -5 k to surface Screen Idiom, material slot size depth mnqel 9 NOPACH fYz"Prepacked stainless steel 0.0f0° Slotted Screen from R -10ffto-5ftbis Filler pack feum. nufflourel depth ren a ounl — 20/30 Silica Sand from n}•PAEPACI(Eo 10 strict=H Refusal at 10 ft bis -10 ft to -4 ft We Seal Total Depth = 10 ft bis Fine sand seal from -4'ft to 3' ft bis Gro mix mile depth rzn one, zmou Neat cement grout from -3' 10 surface A ve ground completion ift,drier. cop. protectivec sinPad) 8" diameter manway set In 18"x18" concrete pad at arade level DEVELOPMENT Method and total time Developed with centrllugal pump for 10 minutes Water unit and m In rate: Clear and silt-free,good /low TESTING /SAMPLING Statlo W.L, bloc a M &Date: sodic Conoco foamdil: Soil Sam lin Other. AOW, AWW Gr ® Environmental Consulting & Technology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Well Na: MW -12D Permit No. 2008080524 Pmlecl Lake Name: Trafford Ranch LLLP/Corkscrew G. Gould P.G. Location davloag) SWrrt SVV%S86T46SR2aE Oil Field 28 26-078981 -31.770'(t14') Total Depth (11. bis): 30 Land Sudace(It. nwell Measuring Poinl(11. ngvd) Not Determined Not Determined WELLDIAGRAM S Geologist: Y Jeffrey M I seal (I,bts e•s.dnw,nr c°"LLCPetl c«wmecoa LITHOLOGY DRILLING & CONSTRUCTION ns 9v , s e Company: JAEE Environmental, Inc. Slarl (Melly) 8/13/2008 utcnsx G SP qroar cenear GflWr dk SP SAND, elk gy, qtz, v f gr, variegated gylblldll gy, w std SAND, tan, gtz,1 g[. v w std Drilling Method; OPT True; 0035 Rig: Geo robe Finish: tMdiy) 8/13/2008 BR a Diem: 2° Tube 8 _ 12 Sth SP SP SAND, to ilgn,. qtz, f gr, v clayey SAND, gy, qtz, i gr, p std, v Shelly SAND, tan, qtz, v f gr, v w std, grading to v Shelly ad at 14' Time: 1045 Fluid Addilives; Not A licable MATERIALS Casts diane mater al wall m.lo, c 1 tl olh 7 1Ya"Schedule 40 PVC casing from -25 it fo surface screen dia materia t Ishe de ih e 1Ya° Prepacked stainless steel 0.010" Slotted Screen from _ SW SILT, It gy, qtz, calcareous 6 LS LIMESTONE, gy, v Shelly -30 k to -25 N bis Filler no size material as n a amount 20/30 Silica Sand from -30 it to -24 if his seal Fine sand seal from -24'ft to -22' It bis 20 LS LIMESTONE, It gy/tan, sl sdy, shally, highly indurated Om Ix mile de h one a amount 24 6/JlGPAQ( Neat cement grout from -22'10 surface Abu a round cam lel tdser use. rolect e w—siatilindi 8" dlametermanway set in 18°xis" concrete pad 29 ppP/tEPgLMEa SCl1EEN at rade level DEVELOPMENT Mel a and total time; Total Depth = 30 it bls Developed with centrifugal pump for 20 minutes rear ualib and um In rate: Clearand siltdree,good flow TESTING f SAMPLING Salic W.L. alae alTual Data: S a 0' C 6V( res, ail Sam lin : Omer. A=4 ff Environmental Consultfng & Technology, Inc. WELL CONSTRUCTION INFORMATION LAKE TRAFFORD RANCH LLLP Well No: MW -13 F. --h No. Pmlecl 2008080524 Lake Namv Trafford Ranch LLLP/Corkscre Location(lavlong) NEMMS33T48SR28E 26°26.280%81°30,950'(x13) WELL DIAGRAM EY L. Duane Dun an, P.G.C.P.G. 15 LITHOLOGY Land Sudase(it. ngvd) Measunng Poinl(relalive) aiunMA' CA6 G Not Determined To be determined DRILLING &CONSTRUCTION Gompany: Start: (M[ y) usmsxro JAEE Env/ronmental, Inc. 8/13/2008 Wilting Method: DPT run.: Rig: GOO robe ,2 NEAT IoM 1325 Finish: (n Idly) 8/13/2008 Wit & Diem: 2" Tube 20 4 ME SEAL Fluid Add0h as: 14 licabie Time: 1340 MATERIALS _ - ..in di.. material We Ihiclmeas eonnociBl tle Ih ra e 6 - 114' Soheduie 40 PVC casing from -5h to+3k Be... diam mateMake a Ih ran e Vscfrl N 1Ye° Prepacked stainles steel 0.0101 slotted screen from e -15kto-5k Iter as In me al de a amount — 20/30 Silica Sand from -15 R to -4 ftbis Seal Fine sand seat from -4 ft to -3 R bis 10 ——e0'90511CA sANovnce eroul mMmlio de thmn c amount _ 12 - 6ANavncrc Neat cement grout /rom -3 k to surface Above mundmat let /l.rvser ca role Ne cast ed 3' lYz"diameter PVC casing inside 4"square aluminum protective 14 casin in concrete ad DEVELOPMENT Mel ad and to at time• Total Depth = 15 H bis Developed with centrifugal pump for 10 minutes. Water ual nd Lan I rale: TESTING I SAM LING Sialic Wl. him ai Tlme&Det.: Specgic Ce0eoilV fpmNlll: Sall Sam It. Other. D M uctl'ng I SEEN y��,� •'.t•: •• 1-■ BEEN ME p.3 f 1yen Secriype' S(otc�ae'• to {moi tdo . cocatew Scxaeroed (�) r" ° 09 7��9mu! 96 �ettac9eerna�IfuetElcsa91aa6s',"jYfalsrCfeaz:Ca4atetl%(.)S�dPiwri )Sw(..}1(:i Limited Site Assessment Report (LSAR) Lake Trafford Ranch, LLLP Ininrokalee, Collier County, Florida F_1:1U=1L4111K741 3 GV l E V(m .nfn comuWng! nMnotam1 GROUNDWATER SAMPLING DATA & INSTRUMENT CALIBRATION DATA FTM -03-0754/0100 09/24/03 I 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 (LOAD. IMMOKALEE FLORIDA WELLNO: MW -3 SAMPLE IU: MW -3 DATE:f, .ZG' -08 1o111;lr.imn BATA WELL DIAMETER (itrcbea): 2" ''USING DIAML•TER(hiches): 0.17" WELL SCREF.NINTFRVAL DEPTH: S fee". I5 feel STATIC DEPTH PURGEPUMPTYPE TO WATER (feet): OR BAILER: PP WELLVOLUIVIE PURGE: IWELLVOLUME=(TOTALWELLDEPTH- STATIC DEPTH TO WATER) X WELLCAPACITY mrly fill out Ifapplicable) 1 feel- V' ( feet) X 0.16 gallon/Trot = *2 •?✓7 gallons EQUIPMENT VOLUME PURGE: IEQUIPMENTVOL.=PUMP VOLUME + (TUBING CAPACITY X TURING LENGTH)+ FLOW CELL VOLUME (only fill out irupplieable) = gallons +( gnll¢ns/footX feet)+ gnllous = gallons INITIAL PUMP OR TUBING DEPTH IN WELL (feet): (� FINAL PUMP OR TUBING P DEPTH IN WELL (feel): 10 PURGING INITIATED AT: / J�/ 10 PURGING ENDED AT: I /' ''OT'AL VOLUME PURGED (gallmrs): Z • 2'/�i VOLUME TIME PURGED (g o11oled CUMUL. VOLUME PURGE PURGED RATE (allons) (gpm) DEPTH DISSOLVED TO PH TEMP. OXYGEN TURBIDITY WATER (stmdard o units) (C) (circle mg/L or (NI'Us) (Ce¢t) 9'o saturation) COLOR (describe) Oyp 8F)Hk- (describe) 1435— Z• O 2.4a 31tA" -7.l 24.95cn, �q i 1,41 250mL ICE •- •- 3o. 1gj8 0, -Zs 2 -Gs- Ljeyo 3" )� 0,#b 10.53 2-7•lqqj zS 2,90 3 `., 'i.l� 24•�z eD,5y gZ Zz cam'l`f°1'{ De ZS 3. S' 3/�%-7, 1Z ze,�•5 es. S` REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clem Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=TcOom O=Othm(SPeci'y) SAMPLINGIPURGING APP= Afmr Peristaltic Pump; D=Bailer, DP=Bladder Pump; ESP= Electric Submersible Pump; PP=Pr'tsmlttc Pump EQUIPMENT CODES: RFPP= Reverse flow Peristaltic Pump; SM= Straw Method (Tubing Gravity Dmin); VT=Vacuum Trap; O= Other (Specify) WELL CAI ACITY(Gnllons Per Fool): 0.7S"=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 TOEING INSIDE DIA. CAPACITY (OaL/FTJ: IB"=0.0000; 3/16"=0.0014 1/4"=0.0026; 5/16"=0.004; 3/8"=0.006; 1/2"=0.010; 5/8"=0.016 WIN M-TeId11:2411:!InIli%r_l SAMPLED BY(PRINT)/AFFILIATION: ELP/JASON COLEMAN/JSP RB- SAMP! R(S SIG R SAMPLING`1 `�� INITIATED AT: 7 �U SAMPLING (�1' ENDED AT: POMPORTUBWG DEPTH IN WELL Heet): SAMP PUMP FL RATE(.L m.A. tc): TUBING MATERIALCODE: PE FIELD DECONTAMINATION: Y N Ir 1^1. 'FILTERED: Y N FILTER SIZE: _pm Filtration Equipment Type: DUPLICATE: Y N SAMPLECONTAINER SPECIFICATION SAMPLE PRESERVATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND)OR METHOD CODE SAMPLE ID It MATERIAL CODE CONTAINERS CODE VOLUME PRESERVATIVE TOTAL VOL FINAL USED ADDED RJ FIELD Ind. PH MW -3 1 PE 250mL ICE •- •- CHLOHmES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clem Glass; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=TcOom O=Othm(SPeci'y) SAMPLINGIPURGING APP= Afmr Peristaltic Pump; D=Bailer, DP=Bladder Pump; ESP= Electric Submersible Pump; PP=Pr'tsmlttc Pump EQUIPMENT CODES: RFPP= Reverse flow Peristaltic Pump; SM= Straw Method (Tubing Gravity Dmin); VT=Vacuum Trap; O= Other (Specify) lu I t*: 1. I no anove ao not constitute all oI the mtonnauort regwruu uy rnapter 01- too, r.rs.. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212. SECTION 3) pH: 1.0.2 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± 100% (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 O U DEP -SOP -001101 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING SITE S ere - <7 2 Co WELL NO: MW -4D I SAMPLE ID: MWAD I DATE: Ww-2-e,_oS WELL TUBING WDLL SCREEN INTERVAL STATIC DEPTH PURGC-PUMP TYPE PUMPORTUBING DEPTH IN WELL (feet); DIAML•-1'ER(hwlles): 2" DIAMETER (inches): 0.17" DEPTH; 25 feel to 30 feet TO WATER (feet)6'I'e*z- OR DAILER: I'P MW4D I PE 250mL ICC -• -- WELT, VOLUME PURGE: IWELLVOLUME=(TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELLCAPACITY only fill Dill irapplicable) _( :30 Fecl^ p, 8-Z feel)T X 0.16 Sallme/Fool I/ = r"7 gallons CQUIPMENTVOLUMEPURCE: I EQUIPMENT VOL,=PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+ FLOW CELL VOLUME (only EII out If applicable) NiATIIR1AL CO DES: AG=Amber Glass; CG=Clear Glass: PE=Polymhylma: PP=Polypropylem; S=Silicon; T=Teflon; 0=08mr(Spocify) SAIvIPLING/PURGING APP =After Peristaltic Pump; D=Bailer; BP=Bladder Pump; ESP= Electric Submersible Pump; PP= Peristaltic Pump EQUIPMENTCODES: RFPP=Reverse Flow Perismllo Pump; SM= Sunw Methad(Tubiog Gravity Dmiu); VT=Vacuum Trap; 0=01her(Specify) = galimvs+( 'gallmo/foolX feet)+ gallons= gallons INITIAL PUMP OR TUBING .ry.r�C FINAL PUMP OR TUBING qn PURGING PURGING '� TOTAL VOLUME. �-7 DEPTH IN WELL(feeQ: V9: DEPTH IN WELL(kei): C/ / INITIATED AT: 1215END-D AT. L2 PURGED(gellmvc): CUMUL DEPTH pH GOND. DISSOLVED p VOLUME TIME VOLUME PURGE TO (standard TEMP. ( m OXYGEN TURBIDITY COLOR �Bb12 PURGED PURGED RATE WATER un11s7 o (C) or 5/em] (cucle mg/L., (NTUs) (describe) (describe) (gallons) (allous) (Spin) (feel) %saturation) Z4 4.7 !`i+DD -7.00 ;?"4,35 301 S 0 2G� 311, j rte t/l� Lp 17 3 02'� '-1-`-5 /y. rS� 4r-'" Zy, je! 612.17 p,17 3t".a u( (ffte'7 t; -Z5 D.z5 S.ZO lane! -7,OCJ Zy.3i5 302.7 ©,1S ?`-I6,(e IT IPS, ' S 0_2.� yi S.S� Tat^ ya•3% 36132 p,fle 33$,2• 1e toll 'I >LS 7a��2'� 5.70 -1,o:, •4,37 0q-& o.1& ((o.`7 bSae, 6r'3_.f S.9�" 7.0') 2`f•4Z3cSo o -tom 124Zlei /11.2 13-3 to, 'L3'� 6.7- a t ,3S '2-00 LM.3 345 O-1 21otr3 - L l7rZ L3ote o.7.S_ /a. pf' 16,'to te.2Q 94,36 3u4.z 6 •l � 'Z24.0 (3© o -2S r,, 70 iSV 6 .R`t 2q.89 310R 0,3g 15n 103 2 t31Z me2�- re,E igr4lg 7•co 2y.Q2- 31z1 5,33 tSo•,S lt2_y WELL CAPACITY (Gallons Per Fool): 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.IA.): I/8"=0.0006; 3/16"=0.0014; 1/4"=00026: 5/16"=0.004; 3/8"=OJKM: I/2"=0.010; 5/8"=0.016 69miklu1IOI :J III I tt ICl PLS rd\ SAMPLED BY(PRINT)/AFFILIATION: ECT/JASON COLEMAN/3ENNIFER-HDB , SAMP R )Sl / SAMPLING INITIATED AT: 1Z4 � SAMPLING ENDED AT: t 3�� PUMPORTUBING DEPTH IN WELL (feet); SAM B PUMP FL WRATE(ml, ermlrm TUBING MATERIALCODE: PC FIELD DECONTAMINATION: Y N UU LD -FILTERED: Y 4,NV FILTER SIZE: _Psi 'Fillrntlon Equipment Type; DUPLICATE: Y N SAMPLE CONTAINER SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE SAMPLED CODE N MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL CONTAINERS CODE USED AD DED IN FIELD(mL7 PH MW4D I PE 250mL ICC -• -- CHLORIDES APP REMARKS: NiATIIR1AL CO DES: AG=Amber Glass; CG=Clear Glass: PE=Polymhylma: PP=Polypropylem; S=Silicon; T=Teflon; 0=08mr(Spocify) SAIvIPLING/PURGING APP =After Peristaltic Pump; D=Bailer; BP=Bladder Pump; ESP= Electric Submersible Pump; PP= Peristaltic Pump EQUIPMENTCODES: RFPP=Reverse Flow Perismllo Pump; SM= Sunw Methad(Tubiog Gravity Dmiu); VT=Vacuum Trap; 0=01her(Specify) NOTES: 1. 1 ne aoove ao not consulate an or me Information requlrea oy cnuprer o[-1ou, r.m.c. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212 SECTION 3) pH: ±0.2 units Temperature: ± 0.200 Speciflc Conductance: ±50/6 Dissolved Oxygen: all readings <20 %saturation (see Table FS 2200-2); aoptionally, ± 0.2 mg/L or± 10% (whichever Is greater) Turbidity: all readings <20 NTLI; optionally ±5 NTLI or± 100% (whichever is greater) age 4 of 13 Revision Date: February 1, 2004 DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE; SITE - NAME: PEPPER RANCH- LAKETRAFFORD RANCH LLP LOCATION: PEPPER ROAD IMMOKALEII. FLORIDA WELLNO: MW -SD SAMPLE ID: MW -SD I DATE: PURGING DATA WELL DIAMETERHocbes): 2" TUBING DIAMETER (tactics): 0.17" WELLSCREENINTERVAL DEPTH: 25 fceva 30 reel STATIC DEPTH PURGEPUMPTYPR 'TO WATER(feB:rJ ORBAILER: PP WELL VOLUME PURGE: only Ell out if applicable) IWELL VOLUME=(TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY _ ( 30 fact- feel) fee0 X 0.16 gallons/fool = 41,0 gallons EQUIPMENT'VOLUME PURGE: IEQUIPMENT VOL.=PUMPVOLUME+n UBING CAPACITY X (only fill out if applicable) = gallons+( gnllons/fool% TUBING LENGTH)+ FLOW CRI.I. VOLUME tett)+ gallons= gallons INITIAL PUMP OR TURING DEPTH IN WELL (feet): 2-7 FINAL PUMP OR'I'UBING DEPTH IN WELL (fact); 21-% Y FILTER SIZE: —pin Minden Equipment Type; PURGING PURGING INITIATED AT: /0ENDED AT: qq JT0 TOTAL VOLUM PURGED (gallons): VOLUME TIME PURGED (gallons) CUMUL DEPTH PH VOLUME PURGE TO PURGED RATE WATER (standard (allmn (gprn) tricot) units) COND. TEMP. (aC) (N its/orf0 aµSlcm) DISSOLVED OXYGEN (circle mg/L or(describe) T saumtlan COLOR +eDeR- (describe) lssoodO �10� r7a ?.oC¢ 2'/1- 99 zz91 6>, Z9 LTURIUDI)TY �teAF/Z -J7N. s3 o.z� K -ZS ,7S 7•�� 22 a.iS - &•t3 S`- ©, 2.1 ri •.�V 8.6B -1.0 Cr 2q. e)9 236 C, o-I� 16 -9V -1'ZZ-0 5'S� 0.25 e{• -'I 43•foZ --i.o,Y` 2y Yt7 2323 C9,13 SAMPLING/FURGING APP=Ane,Pcvlsra Inc Pun+P; B=Bailer; BP=Bladder Pump; ESP= Electric Submersible Pump; PP= Peristaltic PmnP EQUIPMENT CODES: RFPP= Reverse Flow Perlsmllic Pump; SNI= Straw Method (Tubing Gravity Drain); VT=Vacuum Trap; 0=0her(Specify) - Z3OCo 1�2 G.2S- S•oc AA,4 'Z roS •Z4.$8 Z32 b, 1Z. 1-3 '7e tz:%' WDLL CAI ACITY(Gallons Per Fool): 0.75=0.02; 1"-0.04; 1.25"=0.06; TUBING IN SIDE DIA. CAPACITY(GaUt.): 1/8"=0.0006; 3116"=0.0014; 2"=0.16; 3"=0.17; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 I14"=0.0026; 5/16"=0.004; 3/g"-0.006: 1/2"=0.010; S/8"=0.016 SAMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: ECTMASON COLEMAN/JSPMNIBR.HYI&$�D SIO V'2W SAMPLING �q INITIATEDAT;/j V SAMPLING ENDEDAT: le -OZ - PUMP OR TUBING �' DEPTH IN WELL feel): MP (mL per minute): TUBING MATERIALCODE: PE FIELDDECONTAMINATION: Y N A,,PIELD-FILTERED: Y FILTER SIZE: —pin Minden Equipment Type; DUPLICATE. Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE SAMPLE IDq MATERIAL. CODE CONTAINERS CODE PRESERVATIVE TOTALVOL FINAL VOLUME USED ADDED IN FIELD (is PH r4w.81) I PE 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AC=Amber Glass: CG=Clear Glass: PE=Polyethylene; PP=Palypropylene; S=Silicone; T=Tenon; O=Odwr(Spccify) SAMPLING/FURGING APP=Ane,Pcvlsra Inc Pun+P; B=Bailer; BP=Bladder Pump; ESP= Electric Submersible Pump; PP= Peristaltic PmnP EQUIPMENT CODES: RFPP= Reverse Flow Perlsmllic Pump; SNI= Straw Method (Tubing Gravity Drain); VT=Vacuum Trap; 0=0her(Specify) TOTES: 1. The above do not constitute all otthe Information required by Gnapter tie -tau, 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 8 of 13 Revision Date: February 1, 2004 ( d U 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 ❑ TURBIDITY ❑ RESIDUAL Cl ❑ DO ® pH ❑ ORP ❑ 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./ Geotach/t,0AIAISOV i6>9 Afr lo Standard B 7.0 / Geotech /LAA TAE OV P MV I O Standard C 10.0 / Geotech / to # 7 A L 185 aL� L M y Revision Date: February 1, 2004 num ME WE rm ■.MM y Revision Date: February 1, 2004 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: (checkonlyonel ❑ TEMPERATURE ® CONDUCTIVITY ❑ SALINITY ❑ pH ❑ ORP ❑ TURBIDITY ❑ RESIDUAL CI ❑ DO ❑ OTHER STANDARDS: (Specify the type(a) of standards used for calibration, the origin of the standards, the standard values, and the date the standards were prepared orpuurchased) ' f FebStandard A 100 uS/cm Geotech / TIWur, -�2 f3 k� 0 b 09 Standard B 1413 S/cm Geotech/ auto 'g E'.2 6Y 1 yj C Standard C 8974 uS/cm Geotech /to -g'?-I I IC4 tI fl o9l M NINE MOMMENifflam EM RAJ � ► � ��� � _-�� "I , • =�sruw WHO � EMN V0 Revision Date: February 1, 2004 6m5 9 DEI3-SOP-001 /01 ET 10D0 General Field —1 and Measurement Form ED 90008: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT (MAKE/MODEL#) YSI 556 MPS INSTRUMENT # FM#1 PARAMETER: [check only one] ❑ TEMPERATURE ❑ CONDUCTIVITY O SALINITY 9 TURBIDITY ❑ RESIDUAL CI O DO ❑ pH O ORP ❑ OTHER STANDARDS: [Specify the typets) 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. 09108 Standard 0.02 NTU/Primetime /Lot 70307/ exp 09/08 DATE mmidd/y TIME :(hcmin) STD ... (A, B, G) STD . VALUE INSTRUMENT - RESPONSE—: -% DEV CALIBRATED (YES NO); ; TYPE - tNIT; DONT) . SAMPLER INI ALS . - foo14 "fOC'D IIC �3 to to y G .VZ, .n2Z 9.07- 1112,1-A 1 o l0 a I 5317 A 1000 '91(e C- CRevision Date: February 1, 2004 DEP -SOP -001/01 FT 1000 General Field Testing and Measurement Form FD 90008: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT (MAKE/MODELO) YSI 556 MPS INSTRUMENT #. FM#1 PARAMETER: (check only one] 0 TEMPERATURE El CONDUCTIVITY El SALINITY E]pH ❑ ORP El TURBIDITY 0 RESIDUAL CI NDO [I 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/I Dl H2O Standard B Standard 0 NMI FUMM-4 E Mum ffimm�lmwv'==�ff MLTIWI� Offifflim"i lvxal=�Mm wlm=�ffi MIM 131MAIM WARM �Vvmrmnm� Revision Date: February 1, 2004 DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: PEPPER RANCH —LAKETRArrORD RANCH LLP LOCATION: PEPPER ROAD, IMMOKALFE, FLORIDA WELL NO: MW -1 SAMPLE ID: MW -I DATE: 4{ 7 PURGING DATA 1 1 WELL DIAMETER (inebes)r^L' TUBING DIAMETER Ouches): 0.17" WELL SCREEN INTERVAL DEPTH:5 feel to 15 feet 51'ATIC DEPfH }}---�� PURGL'PUMPTYPE Til WATER (fca7: V OR BAILER: PP WELL VOLUME PURGE: onlyfilloulifnppiicable) IWELL Vol TIME =(TOTAL WELL DEPTH — STATIC DEPTH 'TO WATER) X WELLCAPACI'PY ,,Ir\il' Q./ `"`" = ( 4,49�1 feet— feet) X gallons/fool = s3 Believe; EQUIPMENT VOLUM • PURGE: JE QUIPASGNT= VOL.= PUMP VOLUME t (TUBING (mdy nil out Burr icn6le) IIAAYV/rr'1141'1(J�J�J gnllons+( CAPACITY X TUBING LENGTH) +FLOW CELL VOLUME gallans/footX fceQ+ .gallons= gnllons INI'T'IAL PUMP OR TUBING DEPTH IN WELL(fee0: i FINAL PUMP OR TUBING 'hINIRTI.AI�12, DEPTH IN WELL(feet): 5D SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE j q� AT: D J PURGING ENDED AT: t /J I sd TOTALVOLUME S PURGED (gallons); p� / VOLUME PURGED (gallmes) CUMUL. DEPTH VOLUME PURGE 'IU RATG WATER ( allow) Tom) feet%snlunrtion) PHGOND. (standnml(pmhos/cm s) DISSOLVED OXYC y�J,eiPURGED cm(circ •m TURBIDITY COLORRTIME (NTUs) (describe) (describe) d, I, S 6,1 Q. '7. 179-07 .1 b. MATERIAL CODES: AG=Amber Glass; CG=Clem Glass; PE=Pelyetbylene; PP=Polypmpyhmc; S=Silicone; T=Teflon: O= Other (Specify) SAMPLING/PURGING APP =After Peristaltic Pump; B=Baikr, BF=Illadder Pump: ESP= Electric Submersible Pump; PP= Peristaltic Pamp EQUIPMENT CODES: RFPP= Reverse Flow Peristnitie Pump; Shl= Strew Method (Tubing Gravity Dmin); VT= Vacuum Trap: O= Other (Specify) WELL CAPACITY (Gallons Per Feet): 0.75"=0.02; P'=0.04; L25 -=R06; TUBING INSIDE DIA, CAPACITY Gald t): IB"=0.0006; 3/16"=0,0014; 2"=0.16; 3"=0.37; 4"=0.65; S-=LQ2; 1/4"=0.0026; 5116"=0.004; 318"=0.006;. 6"=1.47; 12"=5.88 1/2"=0.010; 518"=0.016 .. SAMPLING DATA SAMPLED 13Y(PRINT)/AFFILIATION: ECTMA9BN4GLEMANIiENNIFER HUBBARD AM ER(S) IGN R- • SAMPLING pQ, INITIATED AT: 1 SAMPLING ENDED AT: J PUMP OR TUBING DEPTH IN WELL feel : S MP SPUN r/\ O RATE Aute): A Iv l TUBING MATERIALCODE: PE FIELD DECONTAMINATION: Y FI- D -FILTERED: Y ^ FILTERS _pm Filtration Equipment Type: l•{� DUPLICATE: Y / SAMPLE CONTAINS SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE SAMPLE ID CODE 8 MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL CONTAINERS CODE USED ADDED IN FIELD (mW H MW1 1 PE 250ML ICE -- -• CHLOEIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clem Glass; PE=Pelyetbylene; PP=Polypmpyhmc; S=Silicone; T=Teflon: O= Other (Specify) SAMPLING/PURGING APP =After Peristaltic Pump; B=Baikr, BF=Illadder Pump: ESP= Electric Submersible Pump; PP= Peristaltic Pamp EQUIPMENT CODES: RFPP= Reverse Flow Peristnitie Pump; Shl= Strew Method (Tubing Gravity Dmin); VT= Vacuum Trap: O= 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 THBEE 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) CA DEP -SOP -001101 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE _. A PURGING DATA ! WELL lip DIAMETER (inehes);yo SITE - NAME: PEPPER RANCH- LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD,IMMOKALEE, FLORIDA WELL NO: MW -2 SAMPLE to: MW -2 DATE: _. A PURGING DATA ! WELL lip DIAMETER (inehes);yo TUBING DIAMETER (inches): 0,17” WELL SCREEN INTERVAL DEPTH: 5 feet to 15 Fee: STATIC DRVITI„��----vs PURGE PUMP TYPE TO WATER (feet): 0 OR BAILER: PP PUMP OR TUBING t ( DEPTH IN WELL feet):. WELL VOLUME PURGE: only fill out irapplicable) I WELL VOII(TOTALWELLDEPTH .LQ,iiz� - STATIC DEPTH TO WATER) X WELLCAPACITY feel- fceo '7t^-'BrKr--T gNlons'Ifoor = gallons DUPLICATE: Y N EQUIPMENT VOLUME PURGE: IEQUIPMENT VOL. =PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH)+ FLOW CELL VOLUME (Duly HE out iFapplicnble) _ gallons +( •&':IlanslfoolX feet) gallons = gallons SAMPLING INTENDED ANA LYSIS EQUIPMENT AND/OR METHOD CODE INITIAL PUMP ORTUBI DEPTH IN WELL ([eco: I ryt, FINALPUMP ORTUDING (� t, ,•�(: DEPTH IN WELLRee): ^T� .ry PURGING 511+ INITIATED ATtU r,J--� PURGING /r"(' ENDED AT: \lJ 4�' g TOTAL VOLUME I YURGED(galimrs): TIME VOLUME PURGED (gallons) CUMUL VOLUME PURGE PURGED RATE (gallons) (gPar) DEPTH TO WATER (feet) PH GOND. DISSOLVED TEMP. OXY�rFNa TURBIDITY [standard ("C) (pmh (circle r (NTUs) units) Doom 9'. Saturation) COLOR (describe) (describe) ,1(Q S ,0 0, o9 Im, 17 REMARKS: `r MATERIAL CODES: AG=Am6cr Glass; CG=Clem Glnss; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0= Other (Specify) SAMPLINGIPURGING APP=After Peristaltic Pump; B=Enter, BP=Bladder Pump; ESP =Electric Submersible Pump; PP - Peristoftic Plop EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM= Stmry Method (Tubing Gmyity Drain); VT=Vncnum Trap; O=Othcr(Spmify) B to It It `l,2 .s 0,b —r o -Q 0 22 0 ,o i ia 0 c7 ( 17 0• b 1 c ME1 n.D ') 1, I WELLCAI ACITY(Gallons Per Foot): 0.75'=0.02; P'=0.04; 1.25"=0.06; T'=0.16; 3"=0.37; 4"=0.65; 5'=1.02; 6'=L47; TUBINOINSIDE DIA. CAPACITY (Go1./F6: ....-0Aoo6 3/16'=0.0014; 1/4"=0.0026: 5/16"=0A04; 318"=0.006; 112"=0.010: 12"=5.88 5/8"=0.016 SAMPLING DATA SAMPLED BY (PRINT)/AF AFFILIATION: ECT!• `eau nn d.. ay,gy(ND>ER HUBOARD MILER( SIGN T ES: _ ^ O n��_ ✓V--� SAMPLING +'� INITIATED AT: h ,� ( SAMPLING ENDED AT: ( D "L PUMP OR TUBING t ( DEPTH IN WELL feet):. SA PLEP PnJ{ W RATE nigote): , • \ TUBING MATERIAL CODE: PE FIELDDECONTAMINATION: Y N FIELD -FILTERED: FILTER SI . pm Flllntian EquipmentType: DUPLICATE: Y N SAMPLE CONTAINER SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANA LYSIS EQUIPMENT AND/OR METHOD CODE SAMPLER) 0 . MATERIAL CODE CONTAINERS CODE VOLUME PRESERVATIVE TOTALVOL FINAL USED ADDED IN FIELD (mL) H MW -2 1 PE 250mL ICE -- -- CHLORIDES APP REMARKS: `r MATERIAL CODES: AG=Am6cr Glass; CG=Clem Glnss; PE=Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; 0= Other (Specify) SAMPLINGIPURGING APP=After Peristaltic Pump; B=Enter, BP=Bladder Pump; ESP =Electric Submersible Pump; PP - Peristoftic Plop EQUIPMENT CODES: RFPP=Reverse Flow Peristaltic Pump; SM= Stmry Method (Tubing Gmyity Drain); VT=Vncnum Trap; O=Othcr(Spmify) JTES: 1. The above do not constitute all of the Information required by Chapter 62-160, F.A.C. 2. STABILIZATION CRITERIA FO R RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212 SECTION 3) pH: ±0.2 units Temperature: + 0.2 aC 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 NTU or± 10% (whichever is greater) 1.5 Page 2 of 13 � / _ / D• C) ` t (\ x �� X �� l 2 Revision Date: February 1, 2004 1! ( �I ) J 7 DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: PEPPER RANCH- LAKrTRAFFORD RANCH LLP LOCATION: PEPPER ROAD IMMOKALEE, FLORIDA Cr+ / ) WELL NO: MW -6 SAMPLE ID: MW -5 DATE; { 0-? t 011021KH" (IATA % WELL p DIAMF-R(hsims TUBING DIAMETER(inches): 0.17" WELL SCREENINTERVAL DEPTH: S rcet to IS reel STATIC DEPTH TO WATERBAILER: PURGE PUMP1, PE 1'1' SAMPLING ENDED AT: {YELL VOLUME, PURGE: Only fill out irapplica,k) IWELI. VOI, MAL WGLLDEPTFI -STATIC DEPTH TO WATER) / ( 5 feet- ' .� fee) X 0. X WELL CAPACITY gallons/root = 1. SCJ 6othms FIELD DECONTAMINATION: YN EQUIPMENT VOLUME PURGE: I EQUIPMENTVOL.=PUMP VOLUME+('I'UBINGCAPACITY X (roily rill out Vapplicable) _ A _ - h�fY�`�' gallons +( flullans/feamX r TUrHNGLENGTH)+FLOW CELL VOLUME c{)+ gallon= gallons SAMPLE CONTAINS SPECIFICATION SAMPLE PRESERVATION INITIAL PUMP OR TUBING t DEPI'H IN WELL (fceQ: FINAL PUMP OR TUBING DEPTH IN WELL (feet): S PURGING INITIATED A' : PURGING i ENDED AT: _ S TOTAL VOLUME PURGED (gallons): 6/L5 VOLUME TIME PURGED (mRMIs) CUMUL VOLUME PURGED (gallons) DEPTH PURGE TO RATE WATER (gpm) (real) PH TEMP. (slit and (0c) units) GOND. (ttmhoskat e) DISSOLVED OXYGEN (abet r MIand TURBIDITY COLOR (NTUs) (describe) R (describe) REMARKS: 5 .2 I ; , ;N 3 2Lc' 62-Z Ve Z T 3 /x/.27 -Itxa tb .5 5 -o, b ( -1.28l �� 1iQ.�z ,v( L,2 WELL CAPACITY (Gallons Per Pao): 0.75"=0.02; 1"=0.04; 1.25"=0.06; 2"=0.16: 3"=0.37; 4"=0.65; S"=1.02; TUBING INSIDE DIA. CAPACITY(Gaidn.: IB"=0.0006; 3/16"=0.0014; I/4"=00026; 5/16"=0.004; NIP'=0.006; 6"=1.47; I2"=5MS 1/2"=0.010: 518"=0.016 SAMPLING DATA SAMPLED BY(PRINC)/AFFILIATION: NIFBRH RCP/JA50KGBL-ERbgO/JENNIFER HUBBARD A PLEB S)SIGNAT RES; q t^. '/— SAMPLING INITIATED AT: 5 SAMPLING ENDED AT: PUMP ORTUBINC t DEPTH IN WELL feet: iligMPLE MP A FLOW RAT 1k TUBING MATL-RIALCOD&PE FIELD DECONTAMINATION: YN FIELD-FIL ED: Y FILTERS E: _pm Pihmtion Equipment Type:. DUPLICATE: Y SAMPLE CONTAINS SPECIFICATION SAMPLE PRESERVATION LING PL INTENDED ANALYSIS SAMPLING P MENT AND/OR METHOD CODE SAMPLE ID R MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL CODE CONTAINERS CODE USED ADDED IN FIELD OnL) H MW -5 I PE 250mL ICE -- -- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass; CG=Clem Glass; PE=Polyelhylene: 1'P=Palypmpylem, S=Silicone; T=Teflon: O=Other(Speciry) SAMPLING/PURGING APP=Aner Peristaltic Pump; B=Bailer; PIP =Bladder Pump; ESP= Electric Subnu:rsible Pomp; PP= Peristaltic Pump EQUIPMENTCODES: RFPP=Reverse Flow PerisadIic Pump; SM= Same Method (Tubing Gravity Drain); VT=Vmunm Tmp; O=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 aC Specific Conductance: ±5% Dissolved Oxygen: all readings <20%saturation (see Table FS 2200-2); optionally, ± 0.2 mg/L ar± 109i(whichever is greater) Turbidity: all readings < 20 NTU; optlonally ± 5 NTU or ± 10% (whichever is' greater) 0 . J Page 5 of 13 V � W , D—t 1 A % j is 1.15 y. 6 ,S(� Revision Date: February 1, 2004 DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITESITE '1UBING DIAMETER (inches): RAT' NAME: PEPPER RANCH- LAKETRAFFORD RANCH LLP LOCATION: PEPPER ROAD, IMMOKALEE FLORIDA WELL NO: MW10 SAMPLE ID: MW -10 TUBING I MATERIALCODE: PE PURGING DATA ' WELL l "'/ DIAMETER (inches} r '1UBING DIAMETER (inches): RAT' WELLS _NINTGRVAL DEPTH: 5 fceuo I5 feel STATIC DEPTH PURGE POMPTYPE TO WATER (feel): OR BAILER: PP DEPTH INPUMPORWELL(fee0; WELL VOLUME PURGE: p1W��V�OLL4NE= I ALwPLLDEPTH - STATIC DEPTH TO WATER) X WELLCAPACITY only fill out if upplicnblcl�V,c� Cii'"' 1 ✓ =( feet- feet) X„J4tfi gullowtroot = . gnllons TUBING I MATERIALCODE: PE EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL, PUMP VOI.UME+(TUBING CAPACITY X TUBING LENGTH)+ (only Fill out K applienble) ,s p,^ - 'v IYhft galloiu+(-gnllotu/fool X fee0+ FLOW CELL VOLUME gallons = gallons DUPLICATE: Y N INITIAL PUMPORTUBING DEPTH IN WELL(rect): J FINAL PUMP OR TUBING I DEPTH IN WELL (fee): PUROINO INITIATED A'f:' I .30 PURGING ENDED AT.' �7 ` (r, TOTALVOLUME / t1 PURGED (gallons); V2 tlJ VOLUME TIME PURGED (gallons) CUMUL VOLUME PURGED (9"limts) DEPTHDISSOLVED PURGE TO PH RATE WATER (standard (Sm) (feet) u°(ts) TEMP COND. OXYG�Fp'ry (oC) (path tsfem (circ) m .P 9'o saturation) TURBIDITY COLOIi (NTUs) (describe) (dwwribe) 15 r (� • tX 1 0 REMARKS: C Mr \.. L_ \XPi` YY�y� 011aass; /'_..,+ �JT. 1_ O, XS 07 —12,3, _W51 S Q,-3 a(o AgAt 11H_ 6 -OS - l �ar ti, va, 30.x"titte. rQ,a - � to D bs o LL 35 L '-1 a WELL CAPACITY(Callous Per Foot): 0.75'=0.02; Y'=0.04; 1.25"=0.06; T'=0.16; 3"=037; 4"=0.65; S"=1.02; 6'=1.47; 12"=5.88 TUBING INSIDE DIA, CAPACITY Cnl,/Fl.: 1/8"=0.0006: 3116"=0.0014: I/4"=0.0026; 5/16"=0.004• 318"=0.106: 112"=0010; 5/8"=0.016 SAMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: ECT/JAS9NEBCEPoTANlJENNIFER HUBBARD MPLER(S)SIGNA RES: !� !( Q� WXJ SAMPLING 1 INITIATED AT:(, Z� , SAMPLING ENDED AT: DEPTH INPUMPORWELL(fee0; FLOW RAT P v'(6 n� 1-IZE: TUBING I MATERIALCODE: PE FIELD DECONTAMINATION: Y/ �N FIELD -FILTERED: Y TN't FILTER µm Filtmlion Equip,muxTyp . DUPLICATE: Y N SAMPLE CONTAINER SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE SAMPLE IO If MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL CODE CONTAINERS CODE USED ADDED IN FIELD (nn FIT MW -10 1 PE 250mL ICE -- -- CHLORIDES APP REMARKS: C Mr \.. L_ \XPi` YY�y� 011aass; /'_..,+ �JT. MATERIAL CODES: AG-=Anlber CG=Claar Giass; PE=Polywhylere; PSP=Polypropylene. S=Silicone; T=TeOmr 0=01her(Specify) SAMPLINC/P,URCING APP= After Peristaltic Pump: B=Bailer; BP=Bladder Pump; ESP= Electric Submersible Pump; PP= Peristaltic Pump EQUIPMENTCO)ES: RFPP=Reverse Flow Peristaltie Puntp; SNI= Smov Method (Tubing Gravity Drain); VT=Yaeuum Trap; 0= 00ter(Specify) )TES: I. 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 THREECONSECUTIVE READINGS (SEE FS2212, SECTION 3) pH: ±0.2 units Temperature:± 0.2 OC Speeifie Conductance: ±5% Dissolved Oxygen: all readings <20%satUfation(see Table F52200-2); 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 (111 DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FI] 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: PEPPER RANCH—LAKE TRAFFORD RANCH LLP LOCATION: PEPPER ROAD, IMMOKALEE, FLORIDA WELLNOI MW -13 �s SAMPLEID: NIIV-13 DA'1'G: (( PURGING DATA I _/ r WELL ( ITUBING DIAMEIER(inctms): " DIAMETER(inchas)t 0-17" WELL SCREEN INTERVAL DEPTH:5 feetm 15 reel STATIC DEPTH TOWA'I'ER(feet): PURGEPUMPTYPE ( ORBAILER: PP PLEPU P ,` I ��q FLOW RATE( umte): ly' s'l WELL VOLUMEP RCE: only Fill out ifappik.ble) IIVEL VO UN4Eo- (TOTALWELL DEPTH - STATIC DEPTI4 TO WATER) X 1/ _ ( feel- feet) X WELL CAP CITY gallons/foot = . � gallons DUPLICATE: Y EQUIPMEN'TVOLUME PURGE: IEQUIPMENT VOL.= PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH)+ FLOW CELLVOLUME (only fill out ifapplicable) - �IVV �\ gallons+( 'gollans/foolX feel)+ gnllmts= gullnrts SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE INITIAL PUMP OR TUBING DEPTH IN WELL (feet): I D° FINAL PUMP OR TUBING GS 5 DEPTH IN WELL (feet): off- PURGING / INITIATED AT:1 a PURGING ENDED AT: 13"2j 'TOTAL VOLUME A PURGED (SnBms): VOLUME TIME PURGED (gallons) CUMUL VOLUME PURGE PURGED RATE (alloos] Qpm) DEPTH TO WATER (feet) pH COND. TEMP. (suoudmd laO) (pem L) DISSOLVED OXY (circle ng/Lo =x .R on) TURBIDITY COLOR (N'I'Us) (describe) (0escr(be) Po Ito•IQ MATERIAL CODES: AG=Amber Glass; CG=Clear Glnss: PE=Polyelhylene; PP=Polypropylene; S=Silicone; T=Teflon; O=Otlw(Specify) I r ly�s 26.1 U. `G. 1, _74'a .38.1 Z , .? WELL CAPACITY(Gnllolts 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; TUBING INSIDE DIA, CAPACrfY(GaIJFQ: I/e"=0.0006; 3/16'=0.0014; 1/4"=0,0026; 5/16"=0.004; 3/8"=0,006; 6"=1.47; 12"=5.88 12"=0.010: S/8"=0.016 SAMPLING DATA SAMPLED E Y(PRFFILIATION: ECT LEMAN/JENN[PER HUE➢ARD SA LER(5)S GNATpRCS:// -Y�/ �[-� SAMPLING INITIATED AT: SAMPLING /1•'1 �i ENDED AT: (JJ PUMPORTUBING DEPTH IN WELL (feet): PLEPU P ,` I ��q FLOW RATE( umte): ly' s'l TUBING MATERIALCODE: PE FIELD DECONTAMINATION; Y ON FIELD-PILTBRED: Y FILTER E: _pm Mike -an Equipment Type: DUPLICATE: Y SAMPLE CONTAINER SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE SAMPLEID 4 MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL CODE CONTAINERS CODE USED ADDED IN FIELD (in H BA4V"la 1 PE 250mL ICE -- -- CHLORIDES APP REMARKS; MATERIAL CODES: AG=Amber Glass; CG=Clear Glnss: PE=Polyelhylene; PP=Polypropylene; S=Silicone; T=Teflon; O=Otlw(Specify) SAMPLIN (PURGING APP=After Peristaltic Pump: B - none, EP=Bladder Pump; ESP= Electric Submersible Pump; PP= Peristaltic Pump EQUIPMENT CODES: RPPP=Reverse Flom Peristaltic Pump; SM= Straw Melhod(Tubing Gravity Drnio); VT=Voeuum Trap; O= 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 QC Specific Conductance: ± 6% Dissolved Oxygen: all readings <20% saturation (see Table F$ 2200-2); optionally, ±0.2 mg/mg/L or± 10% (whichever is greater) Turbidity: all readings 1520 NTU; optionally ±5 NTU or± 10% (Whichever is greater) P40 of 13 V I (o 109 I) u � I.. i's X IN 11 I Revision Date: February 1, 2004 DEP -SOP• -001/01 FT 1000 General Field Testing and Measurement Form FO 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT (MAKE/MODEL#) YSI 556 MPS INSTRUMENT # FM#1 PARAMETER: [check only one] ❑ TEMPERATURE ❑ CONDUCTIVITY ❑ SALINITY ❑ pH 9 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/ Lot # Standard B Standard C DATE (mm/ddty TIME hr-mfn STD A, B. C) STD VALUE INSTRUMENT RESPONSE % DEV CALIBRATED (YES, NO) TYPE (INIIT, CONT) SAMPLER INITIALS Z 2� 2� Z2U 1J LA Revision Date: February 1, 2004 DEP -SOP -00'1 /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 ❑ TURBIDITY ❑ RESIDUAL CI ❑ DO ® pH ❑ ORP ❑ OTHER STANDARDS: (Specify the type(s) of standards used forcalibration, the origin of the standards, the standard values, and the date the standards were prepared or purchased]+ Standard A 4.0.1 Geotech / �I-. AIAL OS 0 I6>0 kc 10 Standard B _7.0 / Geotech / L,6'W -YAc- 0-2z may I O Standard 10.0/Geotech/ttsAJAL 1Q5 FjcP be(, tk c..0- (LA�, 9,5q J �f 0 Revision Date: February 1, 2004 �:7iiifJIiIliO►lt����Y�����_�®�� ME w���®�-- tk c..0- (LA�, 9,5q J �f 0 Revision Date: February 1, 2004 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 orpurchased] ' ` t Standard A 100 uS/cm Geotech / �C Z -I �k FYI 09 Standard B 1413 uS/cm Geotech/ w w - y Cid Standard C 8974 uS/cm Geotech /to 'YI l2o I JL4 uWaq NMI IMM e .e •. •• e a •• N%•.. WIN, m==—W =�n =`4'M—� ■- G, 1��_��� =�= BEAM M � r i m� �—®®MYAM—���%� iJw� mm;��lesc.n..� Ir tt V0 11 i© C J1y Revision Date: February 1, 2004 yo 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 #t FM#1 PARAMETER: [check only one] ❑ TEMPERATURE ❑ CONDUCTIVITY ❑ SALINITY TURBIDITY ❑ RESIDUAL CI ❑ DO ❑ pH ❑ ORP ❑ OTHER STANDARDS: [Specify the type(s) of standards used for calibration, the origin or the standards, the standard values, and the date the standards were prepared or purchased] Standard A 1000 NTU / Primetime / Lot 70353 / exp 09108 Standard 6 10 NTU / Primetime / Lot 703611 exp. 09/08 Standard 0, 02 NTU/Primetime / Lot 70307/exp 09/08 DATE (mmlddf ) TIME (kmin) STD (A, B, G STP VALUE INSTRUMENT RESPONSE - - %, DEV CALIBRATED (YES, NO). TYPE (MIT, CONT) SAMPLER INI ALS t 0 © O.D.Z 2 1 fit) 0 t0 a I i53b A to oo q 6 Q CI +I o.oZ b.o5 C,- 0 Revision Date: February 1, 2004 DEP -SOP -001/01 FT 1000 General Field Testing and Measurement s� eo r f' O'7^ 0'§w' Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT (MAKE/MODEL#) YS] 556 MPS INSTRUMENT # FM#1 PARAMETER: [checkonlyone] ❑ TEMPERATURE ❑ CONDUCTIVITY ❑ SALINITY ❑ pH ❑ ORP ❑ TURBIDITY ❑ RESIDUAL CI N 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 Standard B Standard C Revision Date: February 1, 2004 C40 DEP -SOP -001/01 FS 2200 Groundwater Sampling Forin FD 9000.24 GROUNDWATER SAMPLING LOG SITE SIT'- - NAME: PEPPER RANCH- LAKE•TRAFTORD RANCH LLP LOCATION: PEPPER ROAD. IMMOKALEE. FLORIDA �P WRLI. NO: MW -6 SAMPLEID: MW -6 DATE: q i-kla /D' PI IRn Nr; DATA f/ WELL ?/ DIAMETER (inches):�2% TUBING I DIAMETER (inchos): 0.17" WELLSCREENINTERVAL 1 DEPTH: 5 feet m 15 feet STATIC DEPTH 0 PURGE PUMP TYPE I TO WA'T'ER (feel): I OR BAILER: PP PUMP DR TUBINGS DEPTH IN WELL(feeU; WELL VOLUME PURGE: only fill out if applicable) IWELLVOLUME=(TOTALWFLLDEPI'li = ( J� — STATIC DEPI'HTO WATER) X WELLCAPACITY o .eft7_ fent— O feel) X -a-16- gnllmu/feol = 1 , 0 (, �' O gallons EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL, =PUMP (only EII ma it ippliceble) _ VOLUME+('TUBING CAPACITY X gallons +( galleus/feotX TUBING LENGTH)+ FLOW CELL VOLUME feel)+ gNlom = pallets INTENDED ANALYSIS AND/OR METHOD INITIAL PUMP OR' TUBING DEPTH IN WELL (feet): FWALPUMP ORTUBING DEPTH IN LL (feet): PRESERVATIVE TOTAL VOL VOLUME USED ADDED IN FIELD m4) PURGING INITIATED AT: �� � PURGING ENDED AT: y0 U I'OTALVOLUME PURGED (gallons): VOLUME TIME PURGED (gallons) CUMUL VOLUME PURGE PURGED RATE (allows) (gP�n) TO PH DEPTH WATER (slfodmd (feet) nnits) TrMP 10C) GOND. (µmhos/em fe DISSOLVED OXYGEN (circle mg/L or 55 sntumbon) TURBIDITY (NTUs) COLOR (describe) vf1..( -ee6R•� (describe) 1N0,� l.ac:' r.d0 G.F,3 2"7•Zt� 139 ES r3.2.Z 8Z..31 Ctuuo� '2?rEai "10 O,zs l-zS i.'B3 Zc_h�J 0. it4 Izz.3a zg, z iql( e.z5 T,Sv 6,04 z6. S3 i3C0 6,13 0e1 so, MATERIALCODES: AG=Amber Glass; CG=Clear Glass; PE Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; O= Other (Specify) --10.3 (,I{'!• 0u25 tZ 5' C; 1191/ rqz 1353 o,12. 5e).v'3 " �• `!ffi.e� 1917 1 0•z% Z,t>cD IC, r 3,1 1353 14zo 0� ,Z5 Z. -L5 6.8L Z�.3t5 =3t5 35-3 f 1 3& 15 Lo A i- — ss. 3 tg23 ©•-zs 2,•s-0 6.&-7 zra,yo 13S4 ca, 11 34.5-z- Ljzce 0'as 2;Z�;_ e, 87�rz."S�l l35(o v • I I 2`'1.80+ -S LqT_,) -, Z: 34.o 6,ee zc,.zs 13 ss --it -?,q.-�r -clr5- WELLCAPACITY(Gtdloos Per Foot): 0.75"=0.02; I"=0.04: 1.25"=0,06; TUBING INSIDE DIA. CAPACITY(Gal./n.): 1/811=0.0006; 3116"=011014; 2"=0.16; 114"=0.0026; 3"=0.37; 4"=0.65; 5"=1.02; 6'=1-47; 5/16•'=0.004; 318"=0.006; 118'=e010: 12"=5.88 518"=0.016 ll "ldipll JA 11 I? 191\ ISI SAMPLED BY(PRINT)/AFFILIATION: ECT/JASON COLEMAN/JMgNUn3gt �fip Gou N I SAMPL R(S) GNA / /tee/ SAMPLING INfffATED AT:%yS� G ENDED A0 ENDED AT: , q 'n) PUMP DR TUBINGS DEPTH IN WELL(feeU; P •PUMP O RATE(m], per minute): TUBING MATERIALCODR: PE FIELD DECONTAMINATION: Y N 'LD -FILTERED: Y N FILTER SIZE: _µm d,. inmtion Equipment Type- DUPLICATE: Y N SAMPLECONTAINER SPECIFICATION SAMPLE PRESERVATION I INTENDED ANALYSIS AND/OR METHOD SAMPLING EQUIPMENT CODE SAMPLE ID 8 MATERIAL CODE COM'AINERS CODE PRESERVATIVE TOTAL VOL VOLUME USED ADDED IN FIELD m4) FINAL PH NIW-6 1 PE 250ML ICE -• -• CHLORIDES APP REMARKS: l MATERIALCODES: AG=Amber Glass; CG=Clear Glass; PE Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; O= Other (Specify) SAMPLING/PURGINC APP= Ater Perislnitic Pump; B=Better.RP=Bladder Pump; ESP= Electric Submersible Pump; PP= Perislnitic Pmnp EQUIPMENT CODES: RFPP=Reverse Plow Peristaltic Pump: SM=Sanw Method(Twbing Gmvily Dm4p; VT=Wcumn Tmp; O=Olher(Specify) NV ie:zs: I. lne above oo not eonsitume an or UIe onan naurru reyw t cu My -w. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212 SECTION 3) pH: ±0.2 units Temperature: ±• 0,2 DC Specific Conductance: ±5 % Dissolved Oxygen: all readings <20% saturation (see Table FS 2200-2); optionally, ±0.2 ung/Lor± 10% (whichever Is greater) Turbldlty: all readings <20 NTLI; optionally ±5 NTLI or± 10% (whichever is greater) ,:0i `ci of 13 Revision Date: February 1, 2004 DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME: PEPPER RANCH- LAKETRAFFORDRANCH LLP LOCATION: PEPPER ROAD, IMNIOKALEE, FLORIDA WGLLNO: MWV7 SAMPLEID: mW -7 DA'Z'E: 13-1Z-oij PIIRMN(, DATA WELL DIAMETER(iocbes�_ TURING DIAMEPER(wehes): 0.17" WELLSCREEN INTERVAL DEPTH:5 feel to 15 feet S'rATB-DEPTH 1'O WAT. (rmj: '0 PURGEPUMPTYPE OREAILER: PP WELLVOLUh'IEPURGEt catty RII out if applicable) I WELL VOLUME=(TOTAL WELL DEPTH - STATIC DEPTH TO WATERI X WELLCAPACITY / G-072- �. 00 _ ( J feet- ken X .016- galloon/fool = f I o % gall - EQUIPMENT VOLUME PURGE: I EQUIPMEN I VOL.=PUMP VOLUME +(FUSING CAPACITY X (only EII out if applicable) = gnllens+( gallons/foot X TUBING LENGTH)+ feel)+ PLOW CELLVOLUME gallons = gallons INITIAL PUMP OR TUBING I DEPTH IN WELL (fat): -7 FINALPUMPOR TUBING DEPTH IN WELL goct): 1 PE 250nd, ICE -- •- PURGING INITIATEDAT: 137,0 PURGING 1 ENDEDAT: 13322 TOTALVOLUME Q .. PURGED(odlons): VOLUME TIMG PURGED (gnllonv') CUMUL. VOLUME PURGED (allons) DEPTH PURGE 'f0 pH (standard RATE WATER (gpan) (fec0 uniu) TEMP. GOND.EN o Qtmhos/cm (C) cmlien) /l. or TURBIDITY COLOR QDBR'-- (NTUs) (describe) (describe) 1372 i•o t•oo .t•�1 kDISS01'ED 2 Cf0/1JL 1313 a.2S t,z5 Ldp x?.G i IZ53 ( Z9i33P� 0.25 1.5� i.o°J z'7.57 1z 4Sn //1 f` `".3 )3LII 19.2.5 1.-7 7•c17 Z7•!o2 lay "J •fog It 103'a t3'E3 0'ZS 2.00 -7.u'-Z -2"7,0 1239 0.05- 6x93 et —(08.5 WELL CA] ACITY(Gallons Per Fm Q: 0.75"=0.02; P'=0.04; 1.25"=0.06; TUBING INSIDE DIA. CAPACITY(Gal./FI.): 1/8"=0.0006; 3/16"=0.0014. 2"=0.16; S'=0.37; 4'=0.65: Y'=1.02: 1/4"=0.0026; 5/16"=0.004; 918"=0.006; 6"=1.47; 12"=5.88 1/2"=0.010; 5/8"=0.016 it SAMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: SA PL (S)S A CCT/JASON COLEMAN/J n (� — INITIATED AT: 13i 2. ESAMPLING NDED AT: �?✓ �I3 PUMP OR TUBING PLC PUMP DEPTH IN WELL(facO; OW RATE rminute: TUBING MATERIALCODE� PE FIELD DECONTAMINATION: Y N PIELD.IRLTCRED: Y PILTCR SIZE: _pm Fihration uipmeot Type: DUPLICATE: Y SAMPLE CONTAINER SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE SAMPLEID CODE 0 MATERIAL PRESERVATIVE TOTALVOL FINAL CONTAINERS CODE VOLUME USED ADDED IN FIELD mL H MW -7 1 PE 250nd, ICE -- •- CHLORIDES APP REMARKS: MATERIAL CODES: AG=Amber Glass: CG=Clear Glass PE=Polyerhyleoo; PP=Polypropylene. S=Silicone; T=Teflon: O=Oiher(Specify) SAMPLING/PURGING APP= After Peristaltic Pump; B=Sailer; BP=Bladder Pump: ESP= Electric Submersible Pump; PP = Peristaltic Pump EQUIPMENTCODES: RFPP= Reverse How Peristaltic Pump; SM>Slraw Method(Tubing Gravity Drain); VT=Vneenln Trap; O= Ober (Specify) ,OTES: 1. The above do not constitute all of the Information required by Chapter 52-16U, 1'-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 OC Specific Conductance: ±5 % Dissolved Oxygen: all readings <20 % saturation (see Table FS 2200-2); optionally, ±0.2mg/L or±10% (whichever is greater)Turbidity; all readings :S 20 NTU; optionally ±5 NTU or±1O% (whichever is greater) Page 7 of 13 Revision Dale: February 1, 2004 . CA DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FD 9000.24 GROUNDWATER SAMPLING LOG Sur NAME: PEPPER RANCH -LAKEIRAFFORD RANCH LLP '1'UBINC SITE LOCATION: PEPPERROAD,IMMOKALEE, FLORIDA WELL NO: MW -9 SAMPLE ID; MW -9 DATE: PURGING DATA WELL '1'UBINC WELL SCREEN INTrj�VAL STATIC DCPfH 'fO PURGEPUMPTYPE DIAMEfER(incbEs): DIAMGfER(incbes): 0.17" DEPfH:5 feello,.i�feel DUPLICATE: Y N WATER (reeU: OR BAILER: PP FINAL PH WELL VOLUME URGE: o dy fill out if upplicvblc) I WELL VOLUME= (TOTAL WELL DEPTH - STATIC D131714 TO WATER) X WDLL CAPACITY G.r,Tz_ ^ _ ( l a feet- feet) X ^O:IU gallons foot = CJ r 7LL Balla u d `4 EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL.= PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+ FLOW CELL VOLUME (mdy rill out if applicable) REMARKS: = galtm.+( ga11ons/11001X result + galla..= gallons INITIAL PUMP ORTUBING FINAL PUMP OR TUBING PURGING PURGING TOTALVOLUNIE B DEPTH IN WELL (&.1);% DEPTH IN WELL (feet): INITIATGD AT:105'� ENDEDA'T:11o3 PURGGD (gallonx): VOLUME CUMUL VOLUME DEPTH PURGE TO PH TEMP. COND. DISSOLVED OXYGEN TURBIDITY COLOR --ar5 t TIME PURGED PURGED standard RATE WATER ( nail.,) . (C) (Pmhoslem (cimlemg/Lor (NTUs) (describe) (describe) (gallonx) ( II...) (gpm) (fee0 Tasaturmum) 0 ,�5 o rM s' 7.oe{ ?e,�y 37.32_ 0,53 S -7-S'5- LWV./ 120 -0 ,00 '7.0� ,3'7 SSS a.zq gB,PI'Z r(1t2S -7.07 77,E°( 30,94 0.'a( 31,51 '1t3-2 S— k1so 12,08 *28130 qWo ort) -71, ee ( (I T- &' Z5- t' -Ts t'-Ts 76,47 g3::yo o,l(� '22.00e 1 en.Z"r 2,0o ,Ill 28.3e' 4a7'7 o,/s -z9a0Z- C:Lwjvwn 137r13 Ill( 0.2 S- 2, Z6- —7,11 -z&qz qc.-7 1 0,1'-1 (').04 i3e)•`{ 112y 0.25 2.150 '7,11 '29.43 /-107 017;7 14.220 1127 0 .-L5 2.-2.5• 'I ,I-L2S.sZ Yee?- C"11 10 +i3 1(30 0.7.5 3,Dt) '1r13 20,(P5 q0,4 o. to 10%%2 145. Z WELL CAPACITY (Gallons Per Foot): 0.73'=0.02 1"=0.04; 62S'=0:06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=1.02; 6'=1.47; 12"=5.88 TUBING INSIDE DIA. CAPACITY GmJFt.): 118"=0.0006; 3/16"=0.00(4; 1/4"=0.0026: 5116"=0.004; 318"=0.006: 112"=0.010: 5/8"=0.016 ///ff"MPLING DATA SAMPLED BY(PRINT)/AFFILIATION: ECT/JASON COLEMANMENNIFBR-144BRA 4- G 6Cd4D SA PLATURES" (i SAMPLING INITIATEDAT: 9)03 SAMPLING ENDED AT: PUMP OR TUBING DEPTH IN WELL (feet): FILE PUMP LOW RATE Intl, per minute• TUBING MATERIALCODE: PE FIELD DECONTAMINATION: Y N FIELD -FILTERED: Yc/ FILTERSIZE: _tun Filtration Equipment Type: DUPLICATE: Y N SAMPLE CONTAINER SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR MEI'HOD CODE SAMPLE ID 8 MATERIAL VOLUME PRESERVATIVE TOTALVOL CODE CONTAINERS CODE USED ADDED IN FIELD (mL FINAL PH MW -9 1 PE 290ML ICP -- -- CHLORIDPS APP REMARKS: MATERIAL CODES: AG=Amber Glncs; CG=Clem-Gla...; PE = Polyethylene; PP=Polypropylene; S=Silicone; T=Teflon; O= Other (Specify) SAMPLING/PURGING APP=After Peristaltic Pump; B=Buller; BP=BludderPump; PSP= Electric Submersible Pump: PP= Peristaltic Pump EQUIPMENT CODES: RRPP=Reverse Flow Peristaltic Ponip; SM= Sturm Method(Tub(ng Gravity burin): VT=Vncuum Tmp; O= 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: +a2 OC Specific Conductance: ±5% Dissolved Oxygen: all readings <20 % saturation (see Table FS 2200.2); optionally, ±0.2 mg/L or± 109/. (whichever is greater) Turbidity: all readings <20 NTU; optionally ±5 NTU or± 107/ (whichever is greater) C` 9 Of 13 Revision Date: February 1, 2004 DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FD 900024 GROUNDWATER SAMPLING LOG SITE SITE NAME' PEPPER RANCH- LAKE1RAFFORD RANCH LLP LOCATION: PEPPER ROAD. IMMOKALEE, PLORIDA WELL NO: MW -II SAMPLE ID: MW -11 I DATE: C). -(Q. -©e, PURGING DATA WELL r 2, I 'IUOINO WELLSCREEN INTERNt�L - STATIC DEPTH PURGE PUMPTYPE 0 PUMP OR TUBING DEPTH IN WELL feet): DIAMETER(utches);2- DIAMETER (incbcs): 0.17" DCPTH:S feel to,-IS.iecl DUPLICATE: Y N TO WATER(fcep: OR HAILER: PP MATERIAL CODE VOLUME PRESERVATIVE TOTALVOL FINAL USED ADDED IN FIELD (mL) PH WELL VOLUME PURGE: IWELLVOLUNIE=('TOTAL WELL DEPTH - STATIC DEPTH TOWATER) X WELLCAPACITY ciffio IDES APP only Till out irappllcable) t ICF � -d _? 2 2- O 'is- jj=( = ( feet- b feet) X 8rt6 gullons/fool gall x EQUIPMENTVOLUNJEPURGE: I EQUIPMIJ%T VOL. c PUMP VOLUME+(TUBING CAPACITY X TUBING LENGTH)+ FLOW CELL VOLUME (only fill out if applicable) MATERIAL CODES: AG=Ambc,Gless; CG=Clear Glass; PE=Polyethylene; PP=Potypmpylene; S=Silicnno; 'P=Teflon; O=OOrer(Spcciry) SAMPLING/PURGING APP=Afier Perlamhic Pmpp; B=Boiler. BP=Bladder Pump; ESP= Electric Submersible Pump; PE, =Peristaltic Pump EQUIPMENTCODES: RFPP=Reverse Flow Peristaltic Pump; Slut= Straw Method (Tubing Gravity Drain); VT=Vacuum Trutt; O=Other (Speclfy) = gallons+( -gnllmnffoot X ree0+ gallons = gapelln INITIAL PUMP OR TUNING r //j FINALPUMP ORTUBINC PURGING PURGING i2�1 'f01'AI. VOLUME &`� DEPTH IN WELL (feet); y DEPTH IN WELL (feet): INITIATED AT: 123 t9 ENDED AT: f1I PURGED (gollons): CUMUL DEPTH PH GOND. DISSOLVED G2 VOLUME TIME VOLUME PURGE 'IO (smndaN TEMP. (µmhoslcm OXYGEN TURBIDITY COLOR labcar PURGED PURGED RATE WATER (oC) (circle mg)L or (NTUs) (describe) (describe) (gallons) (allows) (spilt) Tett un(Is) cm %snlumtion) i2yg,- D,7S o.-t.� 'R 1311 I.Fi-z ZIL.(P coup/ -FSG. 4Z.(:s a,z5 i`oo '1.13 Z6,kys 2.ea60 0.150 f (4,11 LZ'{U3 0.2,S L.2S 7.r,S Z<5• -?'0 '2I4tc V. 51 -7y, 1-3 D,2S [LSO '7 .0t, 26. W) '22t-7 03'2-CZ e;-( �..T1 -Z&.69 2:7-5 c, I OL24 29162 c"Ae- 1257 &-2s . Q 7r o.J • o i300 0 0, (-7 to, s4 It -X13 LZ 1303 v`25 Z.56 4.95 29 -II 2.303 13.93 94,T ('30,cp o,2$ z,-tS— 2-9.O'Z 0,13 12.0-7 1f C37.3 WELL CAPACITY(Gallons Per Foot): 0.75"=0.02; 1"=094; 1:25^=0.06; 2"=0.16; 3"=0.37; 4"=0.65; 5"=L02; 6"=1.47; 12"=5.88 TUBING INSIDE DIA. CAPACITY(GoIJRJ: 1/8"=0.0006; 3/16"=0.0014: 114"=0.0026; 5/16"=0.004: 318"=0.006; 112"=0.010: 518"=0.016 „SAMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: ECTMASON COLEMANAFER, .��� .IeS:Frz Guv,_h I AM R ) RES; SAMPLING INITIATED AT: IZ'1-L SAMPLING ENDEDAT: 13✓tom PUMP OR TUBING DEPTH IN WELL feet): PLF PUMP LOW RATE (mL pot mmmne TUBING MATERIALCODE: PC FIELD DECONTAMINATION: V N FIELD FILTERED: Y FILTERSIZE: _pm Filtration Equipment Type: DUPLICATE: Y N SAMPLE CONTAINER SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE SAMPLE ID 4 CODE CONTAINERS MATERIAL CODE VOLUME PRESERVATIVE TOTALVOL FINAL USED ADDED IN FIELD (mL) PH M(W-11 1 PE 250mL ICE -- -- ciffio IDES APP REMARKS: MATERIAL CODES: AG=Ambc,Gless; CG=Clear Glass; PE=Polyethylene; PP=Potypmpylene; S=Silicnno; 'P=Teflon; O=OOrer(Spcciry) SAMPLING/PURGING APP=Afier Perlamhic Pmpp; B=Boiler. BP=Bladder Pump; ESP= Electric Submersible Pump; PE, =Peristaltic Pump EQUIPMENTCODES: RFPP=Reverse Flow Peristaltic Pump; Slut= Straw Method (Tubing Gravity Drain); VT=Vacuum Trutt; O=Other (Speclfy) )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 fsEE FS 2212, sECTION 3) pH: ±0.2 units Temperature: ± 0.2 eC 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 11 of 13 Revision Date: February 1, 2004 DEP -SOP -001/01 FS 2200 Groundwater Sampling Form FD 9000-24 GROUNDWATER SAMPLING LOG SITZ SITE NAME: PEPPER RANCH— LAKETRAFFORD RANCH LLP LOCATION; PEPPER ROAD IMMOKALEE FLORIDA WELLNO: MW -12D SAMPLE In MW. 12D DATE: 0-17 _Q l PURGING DATA WELL //y TUBING WELLSCRFNINT1,@�Al/j" STATIC DEPTH PURGEPUMPTYPE PUMP OR TURING DEPTH IN WELL(fee,): DIAMETER (ivdie. ): UTAME'I ER (inches): 0-17" DEPTH• l(.fectlo;{S fp TOWATER(feel): ® ORBAILER: PP SAMPLEID 8 MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL CODE CONTAINERS CODE USED ADDED W FIELD ard, pit WELL VOLUME URGE: IWELL VOLUME =(TOTAL WELL DEPTH — STAT'ICDEPTHTOWATER) X WELLCAPACITY I 'Z2 only fill ora ifapplicable) e].p-7Z- _( feel— O feet) X —BHd gallons/15001 = 8allons EQUIPMENI'VOLUMEPURGE: IEQUIPMENT VOL, PUMP VOLUME+('runING CAPACITY X TUBING LENGTH)+ FLOW CELL VOLUME � (only rill end if applicable) = b gallons +(0, pD 14allons/foo1X 3 feel)+6s1Zs gnllmn=Ort%galla 2� B INI'T'IAL PUMP OR TUBING FINAL PUMP OR TUBING PURGING PURGING ���1 TOT'ALVOLUME DEPTH IN WELL (feel): DEPTH IN WELL (feet): INITIA'L'ED KT: 9 SS ENDED AT: IOW PURGED (gallons): CUMUL DEPTH PII COND. DISSOLVED VOLUME TIME VOLUME PURGG TO TEMP. Isla, (pmhos/cm OXYGEN COLOR UDOR.% PURGED PURGED RATE WATER (oc) units) orits/cm) (c'ocle mg/Lor(describe) (describe) u,allon5) (gallon) (SPnr) (feet) 56 wlnmli0u) h (Do2 d._2S lD-5L`7 '7.Di 2e, -3io d.t� -4 -r-v G3 Alza 24.30 302Ce t3.i"Z- it0•ny toil ©.W6 I,So 100 25. f12 66-e 0,0 15 a t IR7,CD 1o15- o.2S-' t. -I Fe -%9 S.'rS Z&%Z- 0.09 28.2.3 LL:7.c3 Itate 2,06 6-'303 75.70 2793 e,,0'7 x3,9'7 Cl..FA2 110.9 6+ 0,25 Z. -t$ 4.96 29,99 2765' o-ri7 Iat-?5' f$$ -g i f32 0.25= 2.Sco (t.9b' 24.17-- 2771 &.04, (3.186 4027 r9,2!5' '2r'iS c:.%(' Zle.'2.1 275$ 0),4.4 12,99 t WELL CAPACITY(Galloas Per Feet): 0.75'=0.02; L'=0.04; 1,25'=0.06; 2"=(1.16; 3"=0.37; 4"=0.65; 5"=1.02; 6"=1.47; 12"=5.88 rl3~jK TUBING INSIDE DIA. CAPACITY(Galdrt.): t/8"=0.0806; /16"=0.0014: 1/4"=0.0026; 5116"=0.004: 318"=0.006: 112"=0.010: 5/8"=0.016 // jSAMPLING DATA SAMPLED BY(PRINT)/AFFILIATION: ECT/JASON COLEMAN/jGNNtPEtFt10m1YRD 0PF Ge 5PER G TURES: f32 SAMPLING ,�,`� INITIATEDAT: /OW SAMPLING ENDED AT: ��(� PUMP OR TURING DEPTH IN WELL(fee,): MPLE PUMP 'LOW RATEhad. per minute); TUBING MATERIALCODE: PE FIELD DECONTAMINATION: Y N FIELD• FILTERED: Y N FILTER SIZE: _ pat Filimlion Egnlpmeat Type: DUPLICATE: Y N SAMPLE CONTAINER SAMPLE PRESERVATION SPECIFICATION SAMPLING INTENDED ANALYSIS EQUIPMENT AND/OR METHOD CODE SAMPLEID 8 MATERIAL VOLUME PRESERVATIVE TOTAL VOL FINAL CODE CONTAINERS CODE USED ADDED W FIELD ard, pit MW -121) 1 PE 250mL ICE -- -- 1311.ORIDES APP REMARKS: ,MATERIAL CODES: AG=Amber Glass: CG=Clear Glass; PE=Pdyelbylcm; PP =Polypropylene; S=Silicone; T=Tenon; 0=00rer(Speciry) SAAIPLING/PURGING APP= After Peristaltic Punlp: B=Ballet: BP=Bladder Pump; ESP= Electric Submersible Pump; PP=Peristome Pump EQUIPMENT CODES: RFPP=Reverse Flom Peristaltic Pump; SM= Son. Med,od(Tubing Gravity Drain); VT=Vacumn Trap; O= oder (Speciry) 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 M nH: ±0.2 units Temperature: ±0.2 OC Specific Conductance: ±5% Dissolved Oxygen: all readings < 20% saturation (see Table F82200-2); optionally, tmg/L or± 10% (whichever is greater) Turbidity: all readings <20 NTU; optionally ±5 NTU or±10 %% (whichever is greater) 112 of 13 Revision pate: February 1, 2004 1 DEP -SOP -001/01 FT 1000 General Field Testing and Measurement Form FO 90008: 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 /Lot # -1A (a I -M (fu Ryr b� Standard B Standard C Revision Date: February 1, 2004 �� � : ®a�■®. • �r©mom Revision Date: February 1, 2004 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] EITEMPERATURE 0 CONDUCTIVITY El SALINITY El TURBIDITY El RESIDUAL CI HDO El pH 0 ORP 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 orpurchased) Standard DI H2O Standard B Standard C DATE (mmlddlyy) TIME (hmin) STD (A, B, G) STD VALUE INSTRUMENT -.P RESPONSEj.��INITIALS CALIBRATED"_?MPIB I ... - .. -E, A A r—z)\ Revision Date: February 1, 2004 ICU C- Ir DEP -SOP -001/01 FT 1000 General Field Testing and Measurement �I L Form FD 9000-8: FIELD INSTRUMENT CALIBRATION RECORDS INSTRUMENT (MAKE/MODEL#) YSI 556 MPS INSTRUMENT # FM#1 PARAMETER: [check only one] ❑ TEMPERATURE Z 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, 100 "S/cm Geotech / /vyi' Al Im will w� (n Standard B 1413 uS/cm Geotech/ k+W b it Ph'Z`i 16�1) 1'Y)"bj Standard C 8974 0/cm Geotech / Ist 4 irYA kto'd DATET.IME, .(mm/dd/ : Hir,ffib ; STD Al; S C) STD VALUE INSTRUMENT RESPONSE ,?. .ao OEV,_ CALI RATED'-' !:.(YES, NO) ` : TYPE {(INIT, CONT). SAMPLER INITIALS .: THIN �s� 1u13 1'�j�/ 3 1 J1� 1` 14 d 1 tt 1.l L 1 '2.� o�- 3 j 13 ix -794 NO `1 Ili tl ISD ib3boo 1 vjjqjn ly" e) M t3 t t I o C (00 1 Q c� J11 `'3-IU�Oi 6c�v5 l�, Lo"�' �j'?, low jC. i3 t1113 199t< J013 �✓ S 3c. IiZ,O /� Rt90 7oj G 1473 ►3E, G a fo t► I LA Q I 0 �1 I � 11 I 30 A Ieo t . 4-IZ-66 a -Wo A too ['s loco y ! 5C r 14.13 I Zce9 L % 2. zr • A o two Revision Date: February 1, 2004 0 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 9 FM#1 PARAMETER: [check only one] []TEMPERATURE ❑ CONDUCTIVITY ❑ SALINITY ® TURBIDITY ❑ RESIDUAL. CI ❑ DO ❑ pH ❑ ORP ❑ OTHER -f-W 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. 09108 AfanAarric n.02 NTU/Primetime/Lot 70307/exp 09/08 DATE (mm/ddf ") 446-3 p-3 TIME. hrmin - 6 STD A, B, O STD : VALUE (Coe) INSTRUMENT.- RESPONSE... -195"' % DEV .. CALIBRATED (YES, NO) TYPE (INIT, CONT) SAMPLER INITIALS AM— C' r), D2 J,��✓ ( ►Ll� 7� � ' C6L c D -( 1 `S-Iz- 7zfs A 10c�© io00 �C g ry 10 `/ 5e ,j�.PT /�•U7 � � �� I(aI r %W 16rmtle11 0 Revision Date: February 1, 2004 l 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 t9 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 4.0./Geotech/14-* 9AD0-nl C-91? RVCi0 Standard B 7.0 / Geotech / 14 � � 9)' b� Standard 10. 0 / Geotech / JQ�jIAL10) -xp Dec cri DATE (mm/dcV ) TIME (hr rain) STD (A,B, C) STD VALUE INSTRUMENT 'RESPONSE 'P/ DEV CALI9NATED :(YES, NO) TYPE y;; --.(INIT, CW1.1 ,SAMPLER INITIALS 13 -7,0 ?j1 © > J A'11v o, � 11c� 10 �l V t�:,f q. o 14 1) - - (g. q 7a I -1u 08 1010 4 4.t� 4./e/Y. OD y Z 14.4) el.gy c 133t� L3 ! o -7,08. C, -7.b -7,6 L( 1,c) I D, 1 26q I C j 14 C- erwsr A 9.O L. o I a -00 -1. 7' cc, 7.474 111.7e) A -4_0 r -y Revision Date: February 1, 2004 c,1t Limited Site Assessment Report (LSAR) Lake Y7nfford Ranch, LLLP bmnokalee, Collier Connty, Florida APPENDIX C Celf FnWm WC .WUW6r h..I,, M. LABORATORY ANALYSIS REPORTS FTM -08-0754/0100 09/2,1/08 i September 03, 2008 Mr. Jeffrey Gould ECT, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers, FL 33916 RE: 0807540100/Pepper Ranch Dear Mr. Jeffi-ey Gould: Order No.: F08081109 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 �MikeValderEE: STANDARDS NELACCerflfiootlon#E=79 Page 1 of 9 N The following acronvms may he 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 Quantilalion 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 TMC Too Numerous To Count Page 2 of 9 a 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 ELAS 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 9 PAS, Inc. 8 East lower Cr., Ormond Beach, FL 32174-87 Case Narrative CLIBW: ECr, Inc, Project: 08075401 001Pepper %inch 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 logistics or quality problems rn3less 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. M. QUALITY CONTROL There were no significant quality control problems unless noted below or in the text of the report. 300.0 -CL 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. Page 4 of 9 a PAS, Inc. 8 Bast Tower Cr., Ormmtd Beach, FL 32174-87 Date: 03 -Sep -08 Analytical Report CLIENT: ECT, Inc. ClientSamplelD: MW41) Lab Order: F08081109 Collection Date: 8/28/20081:55:00 PM Project: 0807540100/Pepper Ranch Sample Description: Lab ID: 1708081109-001 Matrix; Groundwater Analyses Result Qual -MDL PQL Units DF Date Analyzed Batch In ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chlodde 290 Vx 0.043 1.0 mglL 2 09/0210813;04 R71359A Data V Analyte detected !it the associated Method Blank x Value exceeds Maximum Contaminant Level Qualifier Code Key: Page 5 of 9 1 PAS, Inc. 8 East Tower Cr., Ormond Beach, FL 32174-87 Date: 03 -Sep -08 Analytical Report CLIENT: BCT, Inc. Client Sample ID: MW3 Lab Order: 1708081109 Collection Date: 8/282008 2:45:00 PM Project: 0807540100/Pepper Ranch Sample Description: Lab ID: F08081109-002 Mahe: Groundwater Analyses Result Qual IPIDL PQL Units DF Datc Analyzed Batch IT) ANIONS BY ION CHROMATOGRAPHY Chloride E300.0 PrepOate: Analyst: ACO 23 V 0.021 0.50 mg/L 1 09/0210813:19 R71359A Data V Analyte detected in the associated Method Blank Qualifier Code Key: x Value excoeds Maxitmnn Contaminant Level Page 6 of 9 PAS, Inc. S East Tower Cr., Ormond Bench, FL 32174-87 Date: 03 -Sep -08 Analytical Report CLIENT: ECT, Inc. Client SampleiD: MW8D Lab Order: F08081109 Collection Date: 8/28f20084:05:00PM Project: 0807540100/Pepper Ranch Sample Description: Lab ID: F08081109-003 Matrix: Groundwater Analyses Result Qual MDL PQL Units DC DatcAnalyzed Batch 11D ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 160 V 0.043 1.0 mgr- 2 09/0210814:38 R71359A Data V Analyte detected in the associated Method Blank Qualifier Coda Key: x Value exceeds Maximum Contaminant Level Page 7 of 9 o" O 0 G0 6 U V p E EE V v U �+ Q d `o U ❑ E U Q 4 U A d m d M N w u R q 22 C1 N 0 o W V � A a d a sa s�/e4b sJauiesuoD ;0 'ON Li "'PO xv o Ing 3 Z z > u a E n � 9 nivM wo. 'A % V o a 3 3 g 87 17 A a .n ,y rA 5 d b W krF� N � % W H -0 e Z p J O T� � ;�i a wall n N n a V1 V 1� 0o rn � w �� a U u a u m .ti 3�"C s-,•v..t 5 September 04, 2008 Mr. Duane Dungan ECT, bic. 4100 Center Pointe Drive Suite 112 Fort Myers, FL 33916 RE: 0807540100/Lake Trafford Ranch/Pepper Ra Dear Mr. Duane Dungan: Order No.: F08090067 PAS, hie, 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 fi-ee to call me at (813)627-0003. Sincerely, Michael F. Valder PH# (S 13) 627-0003 Fax # (813) 627-0582 Cell # (9 13) 340-8100 Project Manager FLAB, Inc. P.O. Box 468 Ormond Beach, FL 32175-0468 _ THIS DOCUMENT MEETS NELAC MikeValder=;:K„ STANDARDS NELACCertification #E83079 Page 1 of 11 QOO The followina acronvms Inav be utilized within this report %REG 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 NS 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 Quanlilallon 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 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 analVtfcal 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 Jersev 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 PAS, Ine. 8 East "rower Cr., Ormond Beach, FL 32174-87 Case Narrative CUM: ECT, Inc. Project: 0807540 1 00/Latce 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. II. 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 PAS, Inc. 8 East Tovcr Cr., Ormond Bench, RL 32174.87 Date: 04 -Sep -08 Analytical Report CLIENT: ECT, Inc. Client Sample @: MW -1 Lab Order: P08090067 Collection Date: 9/22008 10:55:00 AM Project: 0807540100/Lake Trafford Ranch/Pepper Ranc Sample Description: Lab ID: F08090067-001 Matrix: Croundwatcr Analyses Result Qual IMDL PQL Units DE Date Analyzed Bateb ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepOate: Analyst: ACO Chloride 94 0.043 1.0 mglL 2 09/03/0814:37 R71397a Page 5 of 11 N PAS, Inc. 8 Gast Tower Cr., Ormond Beach, PL 32174-87 Date: 04 -Seg -08 Analytical Report CLIENT: ECT, Inc, ClientSamplelD: MW -2 Lab Order: F08090067 Collection Date: 9/2/200810:30:00 AM Project: 0807540100/Lake Trafford Ranch/PepperRane 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 Prepoate: Analyst: ACO Chloride 76 0.043 1.0 mg1L 2 09/0310815:24 R71397a Page 6 of I I PAS, Inc. 8 Hast Tower Cr., Ormond Beach, OL 32174-87 Date: 04 -Sep -0E Analytical Report CLIENT: ECT, Inc. Client Sample. ID: MW -5 Lab Order: P08090067 Collection Date: 9/2/2008 12:48:00 PM Project: 0807540100/Lake Trafford Rancli/Pepper Rane 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 mg1L 1 0910310815:39 R71397s Page 7 of I I 6 PAS, IDC. 8 Girst Tower Cr., Ormond Beach, FL 32174-87 Date: 04 -Sep -08 Analytical Report CLIENT: ECT, Inc. Client Sample ID: MW -10 Lab Order: F08090067 Collection Date: 9/2/2008 12:13:00 PM Project: 0807540100/LakeTrafford Ranch/Pepper Rine Sample Description: Lab ID: F08090067-004 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepOate: Analyst: ACO Chloride 100 0.043 1.0 mg/L 2 09/03/0815:55 R71397a Page 8 of I I P61LSp hic. 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!20081:23:00 PM Project: 0807540100/Lake Trafford RanclOepperRane Sample Description: Lab ID: F08090067-005 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY Chloride E300.0 PrepDate: 51 0.021 0.50 m01L Page 9 of I I Analyst: ACO 1 0910310816:11 R71397a :I I H € 7 E N r d M M M M d O O O O O O O Z O Z O O N U b J o J 0 0 0 C L C L RM E d _ p, O w v❑`� W O 6 �'+ •� W N ry' ' � W O O' y m lL� o N O N M N J a J a J a J a J a h N N m fA w .N - •� w o � d o GJ w o � m o M _ M loll p N o M - M w Val p � N c o M ❑ - w w laA J N CO] Ual O N M M fail [] Q �p a v v rv4N � v > a > > cr > a > o > a iy d 111 Cl m � EN N bl O m n W N [] m �❑G N N m T A w m V W o w W O N C7 w 0 O ? in m o LS O 4 m in O w w N M m w ro � N C O O m C O R G ❑ m Cm O � m m v m O I T P.� II z NO W CY i . U � _ '= Aa oa o uxzo�H F U A W N N H'YdS o siauieiuo�;o •ON QO a F G ,ova Vw�' a '8pn15 (i. y a E a W Uwp� Has lly S O U > m v II II II II II G4 > V a O nw N � ,areM Fi b 3 9 �J V E 3 N OJ [s7 4 ti E o _ r Mw � � •q 0 Waa oup 0 5 0 V Z w o 1 1 1 �a1T '+ N M v V - fV I+j V' Vl tG [n fo W September 16, 2008 Nh-. Jeffrey Gould ECT, Inc. 4100 Center Pointe Drive Suite 112 Fort Myers, FL 33916 RE: 08-0754 / Lake Trafford Ranch LLLP Dear Mr. Jeffrey Gould: Order No.: F09090698 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 PFI # (813) 627-0003 Fax # (813) 627-0582 Cell # (813) 340-8100 Project Manager ELAS, Inc. P.O. Box 468 Ormond Beach, FL 32175-0468 THIS DOCUMENT MEETS NELAC STANDARDS NELAC Certiricatton #E83079 ceArelylrcaf Page 1 of l l The following acronyms may be utilized within this report %REC Percent Recovery A Absent ABLK Analytical Method Blank CG Continent Growth CGB Confluent Growth Without Coliforms CGC Confluent Growth With Coliforms PUP Sample Duplicate LCS Laboratory Control Spike (may also be appended with an abbreviation indicating spiking level) MBLK Preparation Method Blank MDL Laboratory Method Detectlon Limit MS Matrix Spike (may also be appended with an abbreviation Indicating spiking level) MSD Matrix Spike Duplicate (may also be appended with an abbrevlatlon Indicating spiking level) P Present PQL Practical Quantitation Limit CICS 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 Identifled Compound TNTC Too Numerous To Count Page 2 of 11 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 followin4 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 FLAB 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 11 PAS, ]Inc. 8 Gast Tower Cr., Ormond Beach, FL 32174-87 Case Narrative CLtcMr: ECT, Inc. Project: 08-07541 Lake Trafford Ranch LLLP Lab Order: F08090688 .1. 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. 11. 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. 111. 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 R71729E due to matrix interference. Page 4 of 11 `0 PAS, Inc. 8 Oast 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: 9/12/200810:30:00 AM Project: 08-0754/Lake Traffoni Ranch LLLP Sample Description: Lab ID: F08090688-001 Matrix: Groundwater Analyses Result Qua[ MDL PQL Units DF Date Analyzed Bitch ED ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 220 0.043 1.0 mg/L 2 09/16/08 03:52 R717298 Data x Value exceeds Maximum Contaminant Level Quanrier ' odc Key: Page 5 of 1 I O� PAS, Inc. 8 13asL Tower Cr., Ormond ficach, FL 32174-87 Date: 16 -Sep -08 Analytical Report CLIENT: ECT, Inc. Client Sample ID: MW9 Lab Order: F08090698 Collection Date: 9/12/2008 11.30:00 AM Project: 08-0754 / Lake Trafford Ranch LLLP Sample Description: Lab ID: F08090698-002 Matrix: Groundwater Analyses Result Qua[ MDL PQL Units DF Date Analyzed Batch U) ANIONS BY ION CHROMATOGRAPHY E300.0 Chloride 430 x Data x Value exceeds. Maximum Contaminant Level Qualifier Cade Key: -01 PrepDate: 0.11 2.5 mglL Page 6 of I I Analyst: ACO 5 09/16/08 04:07 WV2913 4 PAS, line. 8 Bast Tomer Cr., Ormond Beach, FL 32174-87 Date: 16 -Sep -08 Analytical Report CLIENT: GCT, Inc. ClientSampleiD: MWII Lab Order: F08090688 Collection Date: 9/12/2008 1:05:00 PM Project: 08-0754 / Lake Trafford Ranch LLLP Sample Description: Lab ID: F08090689-003 Matrix: Groundwater Analyses Result Qual MDL PQL Units DC Date Analyzed BatclrID ANIONS BY ION CHROMATOGRAPHY E300.0 Chloride 120 Do to x Value exceeds Maximum Contaminant Level Qualifier ':ode Key: PrepDale: 0.043 1.0 mg/L Page 7 of I I Analyst: ACO 2 09/16108 04:23 R71729B N PAS, Inc. 8 Cast Towor Cr., Ormond Bcach, PL 3217447 Date: 1(-8et)-08 Analytical Report CLIENT: ECT, Inc. ClientSamplelD: MW7 Lab Order: F08090688 Collection Date: 9/12/20081:45:00 PM Project: 08-0754 / Lake Tfafford Ranch LLLP Sample Description: Lab 13): M8090688-004 Matrix: Groundwater Analyses Result Qual MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepOate: Analyst: ACO Chloride 4.7 0.021 0.50 mg& 1 09/1610804:39 R7172913 Data x Value exceeds Maximum Contaminant Level Qualiricr Code Key: Page 8 of 11 0 PAS, Inc. 8 Cast Tower Cr., Ormond Beach, FL 32174-87 Date: 16 -Sep -08 Analytical Report CLIENT: ECT, Inc. ClientSamplelll: MW6 Lab Order: F08090688 Collection Date: 9/12/20082:45:OOPM Project: 08.0754/Lake Trafford Ranch LLLP Sample Description: Lab ID: F08090688-005 MMAX: Groundwater Analyses Result Qua] MDL PQL Units DF Date Analyzed Batch ID ANIONS BY ION CHROMATOGRAPHY E300.0 PrepDate: Analyst: ACO Chloride 29 0.021 0.50 mg/L 1 09/16/0605:57 R71729C Data x Value exceeds Maximum Contaminant Level Qualifier Code Key: Page 9 of 11 Q 0 0 8 a v N M Li 0�� m m U o v EE 0 w n m a o 0 (.) E E w v v T m ¢ `o csi 0�� THIS PAGE INTENTIONALLY LEFT BLANK Exhibit K Property Assessment and Property Assessment Acknowledgement IG THIS PAGE INTENTIONALLY LEFT BLANK PROPERTY ASSESSMENT and WARRANTY for Pepper Ranch Preserve Conservation Bank This Property Assessment and Warranty ("Property Assessment") is made as of this day of , 20� by Collier Comity, 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. Cp,O 4. A hue, 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 l —Title Report; b) Attachment 2 - Encumbrance Documents; c) Attachment 3 — Summary and Explanation of Encumbrances; and d) Attachment 4 - Map. PROPERTY OWNER ATTEST: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY CLERK COLLIER COUNTY, FLORIDA im Deputy Clerk Approved as to form and legal sufficiency: ANDY SOLIS, CHAIRMAN Jennifer A. Belpedio Assistant County Attorney THIS PAGE INTENTIONALLY LEFT BLANK ATTACHMENT I —TITLE REPORT THIS PAGE INTENTIONALLY LEFT BLANK 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: Matt Morris t90g aro President and CEO Authorized Countersignature rs >txns �0 Stewart Title Company *** 4910 North Tamiami Trail, Suite 120 Naples, FL 34103 Denise Cf aux Secretary For purposes of this farm 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. eme The use of this Form Is restricted to ALTA licensees and ALTA members in good standing as of the date of use. intio nne All other uses are prohibited. Reprinted under license from the American Land Title Association. ^irii�i"i1ON File No.: 01206-64594 ALTA Commitment for Title Insurance (6/17/06) WITH FLORIDA MODIFICATIONS 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. 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. AMERICAN The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. inxo rare All other usesare prohibited. Reprinted under license from the American Land Title Association. A,3«urioR File No.: 01206-64594 - 0ALTA Commitment for Title Insurance (6/17/06) WITH FLORIDA MODIFICATIONS P SCHEDULEA COMMITMENT 1. Effective Date: January 17, 2018 at 8:00 A.M. 2. Policy or Policies to be issued: a. ALTA Owner's Policy (6/17/06) with Florida Modifications Proposed Insured: TBD b. ALTA Loan Policy (6/17/06) with Florida Modifications Proposed Insured: Proposed Amount of Insurance: To Be Agreed Upon Premium: 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 (SWI/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 (SEI/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 (SEI/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 From 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 licenacToo the American Land Title Association. LAND TITLE KNXrAnON 2283A -File No. 01206-64594 ALTA Commitment for Title Insurance (6/17/06) Page 1 Mi 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 (SEI/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 (NEI/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 (SWI/4) of the Northeast Quarter (NEI/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 (NEI/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 reslrirded to ALTAlleeesses and ALTA members in good standing as of the dale of use. AMFRIGN All other uses are prohibited. Reprinted under license from the Amedcan Land The Association. LAND Tfilr esiacun`ex 2283A- File No. 01206-64594 ALTA Commitment for Tile Insurance (6/17/06) Page 2 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 Authorized Countersignature Stewart Title Guarantv Compan Copyright 2006-2009 American Land Title Association. All rights reserved. The use of Us Form is restricted to ALTA licensees and ALTA members In Used standing as of the date of use. AMERICAN All other uses are prohibited. Reprinted under license from the Amedran Land Tide Association. LANDTITLE .urneunnN 2283A- File No. 01206-64594 ALTA Commitment for Title Insurance (6/17/06) Page 3 M SCHEDULE B-1 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 Pone Is restricted to ALTA licensees and ALTA members In good -landing as of the date of use. AMERICAN All other uses are prohibited. Reprinted under license from the American Land Title Association. LAND TITLE ulDcunDN 2283BI - File No. 01206-64594 ALTA Commitment for Title Insurance (6/17/06) Page 1 EN 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. The use of this Form is restricted to ALTAlicensees and ALTA members In good standing as of the date of use. All other uses am prohibited. Repented under license fmm the American Land Title Association. 228381- File No. 01206-64594 ALTA Commitment for Title Insurance (6/17/06) AMIRICAN LAND TITLE AISIKIALIOM Aftit Paget 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. G. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises. Cl. 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 11131 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. nage 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 Guarantv Comnan Copyright 2006-2009 American Land Title Association. All rights reserved. The use "f this Forth m restricted to ALTA licensees and ALTA members in good standing as of the date of use. AWRICAN All other uses are prohlblted. Reprinted under license from the American Land Title Assrfahon. UNO TLTL! AnIX1Ar1ON 2283BIi - File No. 01206-64594 ALTA Commitment for Title Insurance (6117/06) Page 1 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. All rights reserved. The use of this Form is restricted to ALTAliwnsees and ALTA members in good standing as of the date of use. All otherusesaromehibited. Reprinted under liwnse from the Amedwo Land The Association. 2283BIl - File No. 01206-64594 ALTA Commitment for Title Insurance (6/17/06) Page 2 , 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 From is restricted to ALTAlicensees and ALTA members in good standing as of the data of use. AMERICAN All other uses are prohibited. Reported under license from the American Land The Assodation, LANDTITIE A{fO[IAr10M 2283BII - File No. 01206-64594 c� ALTA Commitment for Title Insurance (6/17/06) Page 3 GQ` ATTACHMENT 2 - ENCUMBRANCE DOCUMENTS r • THIS PAGE INTENTIONALLY LEFT BLANK P�� ° "•:A; ' J!:I M.�; 1. .. Tom " . {a .. • 7lfiii•W17 TUAW, arae ew IAV day of u'Y 1161. lotteet PAM FOORRTrw FM., a eerporatlon under We laws of the Mate of 7PIa'rW. Movies tie prfaaw place of business at Miami, Florida, party of the first part, and COLLIER COUNTY, q political subdivision of the State of ' Florida, whew address is Everglades, Florida, party of the second part, e WIETNESSETHt That the party of the first part, for and in consider- ation of $1. 00 and other valuable conaldere.tions to it in hand paid by the party of the second part, receipt of which is bereby acknowledged, have granted, remised and quit -claimed unto the party of the second part, its successors and sssigne, 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; The north 40 feet of the south 266.28 feet of the Sj of the NE} of Section 35, Township 46 South, Range 26 East, Tallahassee Meridian, Collier County, Florida, lying cast 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 t1hat 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 WHERL"OF. 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 authorized, the day and year first above written. ATTE 1T1 REX PRO PERT , INC, { BY: � eq IN RLSEjj77 CE � _ (CORPOI A'CFf,SIS' 2ilil:f by Order: 01206-64594 Page 1 cf 2 Dar. FLCOLL:49-00147 Requested 9y: guy.thomas, Printed: 11222019 5:39 PM CAi) 49 malP STATE Or rLORIDA ) COUNTY OF DADE ) I HEREBY CERTIFY that on this day before me, an officer duly authorised in the State and County aforesaid to take acknowledgement&, 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 earned as first party In the foregoing instrument, and that they severally acknowledged executing the same in the presence of two subscribing 1 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 officinl real in the County and State last ,+4sqsaid, We Z57 day of r/cy 1959. e , Flora . ate o or a s Urge My commission expires; •+�,f "d . ,NOWY Pudic, 5YM 01 fkrwa at kran, r "• MY cwnmkM arptrp.igl.2e,leee. STATE (,FFLOaICA,Wl)r 1'itff0LU" 111.111, FOR "Em"b TNro..__Q___eAY of mvn afiSQ'-i'�Cf1:rr....,`lr'..,<4i�:aeef 6..'v'., �,;•�'. r:/..-,.... •: ',. C'�r. Y�.,�'!��(< ��•:• ,..� �f`d,l'�iS 1 rl'.;jd�1r U;�J/Y l,•ii,. yt, 1 1 , i / 1111 �r?.l P` Order: 01206-64594 Page 2 of 2 Requested By: guy.lhomas, Printed: 12220185:39 PM Doc FLOOLL:4"0147 ",�, STATE (,FFLOaICA,Wl)r 1'itff0LU" 111.111, FOR "Em"b TNro..__Q___eAY of mvn afiSQ'-i'�Cf1:rr....,`lr'..,<4i�:aeef 6..'v'., �,;•�'. r:/..-,.... •: ',. C'�r. Y�.,�'!��(< ��•:• ,..� �f`d,l'�iS 1 rl'.;jd�1r U;�J/Y l,•ii,. yt, 1 1 , i / 1111 �r?.l P` Order: 01206-64594 Page 2 of 2 Requested By: guy.lhomas, Printed: 12220185:39 PM Doc FLOOLL:4"0147 ty `6f�F�o`.i oo aoem� eW1571i E437 iT4ta 2 to �, • 9uR , �'. .. OtL�n b T118 isDE11T0ng 1 d& thit loth. day of December, A.D., 1963 bet.*., + the B?•grd of Cowt'0ahefosioner6. of Collier County en the Ilre!'perly(See) .h nod he Heats et FIARID�(, jof"'EHi Sd3"plgiyanatltbt the:eNlrat Pa.nne._... Fresh Vater Conviction' of .Florida, u'!he second arty. VITNE38E1111 net the fir. .per ty(,ae) in csnuideratien of ib. aum Of One Dollur led other valuable oaoideratlom paid, the receipt of which is hereby aehn.w1ed9Gd, hereby gradt,bargain' and Bell unto the seeond party, it. euaaeaners And designs, an is sea- eeomht and right Of way for the pwrpm. of cdmlruclSnS, using, wlntslBlad, n public boat launching rasp end ncoca. Area. And other allied uam Pertaining' thereto with full "Ith" of in6rem and agree. to the said property herein desoribed in Collier County, Florida, to ritl Condoning at the East 1/4 earner of G.ctian 35, Township 46 South, R ang e - 2 8 East) Tsllahnaaeq Iterldi-I, Collier County, Florida, thence N 00.47145" V Along the E-st Sine Of amid Seddon 35, 180.00 feet to a POIntl thence.S 99.12'15" V 1250.00 feet t. T11E POINT OF REOI111fI1101 Lhone, continuing S 89.12115" V 125.00 foot to A Peintl thaaee 8 DO.4E 75.00 fast more or, lana to the shoreline of -lake lYotlordl thanes Hautheeatarlj Along paid oh ... line 135.00 feet more or leas to s point, which Point ie 125.00 fest S 00.47145114 of TSE tUINr OF SWINNINOI thence N o0•47'4y� V 125.00 feet Here or lees to T16 PoImr Or DEGfjjNrtM. Containing ' 0,29 Acres, mora or Seca. Together wiWft right of way Or road avitable for vehicular travel Bat to ereead 20 feet in width, beginuing At that certain public launching Aro daeoribod Above. Thence win the eharteat and/or met practical /determined by both Penia to the nearest right of may boundroute ee ary of that certain road or highway described u fallowol _. Commencing At the East 1/4 corner of Gection 35, Tomehlp 46 South, Range 28 East, .TallAhageee Meridian, Collier County, Florida, then.• - N 00e47'45" V gong the East line of .did Section 35, 200.00 feet to THE FOINT Or MOINNIND; thane. 8 89.12'15" V 1375.00 feet to a. Pointythence 9 00.47,45" s 20,00 feet to i Pointe those N 89.12 13" E. 1375.00 fsdt.te -a Paint en amid Fact linal theme N 00.47145" V alone said seat line to TNM "Olt" 0r DEOINNIVO. Containing 0.63 Acres tarn or lass. The Pmrpom of this saeenent is for th6 construction, mss, mintemna, and sporatibn of a public beat launching reap by the .TATE Or FLORIDA, and to Provide meo.eA thvreto for the,ganeral public. In the event of abarddm'M by the STATE of the above property o a - beat lawchins site, the so.aent rights hereby granted shall dose and revert to the yarn fr' Party of the [fret ee mad Bleat' of any right, title, or interest of the party of the second part, - Ve. J A 0. RIMT J d 13 8 TO HAVE -Am TO HOLD C14 some unto the second pw-ty, it., .0001mor, '244 "sip" together vith lomm,(ity urate: the second party, cosign, from ail 6 its successor' or for "'Up, it any, erring frm.Or graving out of 1. such construction. and/or minte,,,O& to She "'14*1 if SM 11n1d D th f Party. 171no adjacent or contiguous irst first Wt ill dof to the INAL, heroimb*.v,,d*aGribo4 and the end the title to said ends spinstoan Porzom ... .... . ..... shining & by V J the first part" 111 S'1TTra8g V11=0r, the first pisrty(lea) has (h -v-) hereunto eco cur'b"d(s) and this loth day Of D*06mbdr, A.D., 1963, O'En"41 O#aXed and delivered in the Presence oft (deal) BTATE or rLaRlDA COUM Or COLLIER Before me, the UndOrdiClUld Authority, this day hornOAaiy appoared 11TA. CO)Itor county .. . .... known and k=11 to me to be the individUll(S) d1loribed In and 1h, OXOQut@.d the foregoing fee trumo.t and he a,,orallY "kn.,IodGbd to &AJ Wort me that --'L,*Xe*ut*d Said imtrUMOnt for the purp,,,, Lhor.in IN VITHEGS amm. I be . To hereunto cot 1Y hnnd Official . .061 this day Of.. and arrtx,a MY --lo' December -b-, 1963, Hy commission expire,$ q "0"7 r and Siete a arba.Ld 7 T. :F B�0 fia a�olr4 K 8S �AtE tta.:.�a: , ;:' .., Dtr:..tt•At1'ition,ota rN..:..PF.l�._1,'. 1164: M.w 't y= 's: w r` ,�,• C. 7•Jrn r Labir Caaoe� Ltl•.�xiiyyAQ39eMEf nn w ^'-1-�..-t-�—.moi-..�.'f lk(1 j •'n" , MK`erwi M .f't♦•ei}Y./�'jttt� COLy` IM Yw� M IN MAN r Gd.i� LOMPAfIT. • .n•e/pi• rlit ' ;',. i " MnIIN; tMrN.M anN pn „I µ1/1fNt/1t/1 •f Lul.... ii W 4N/ •t Rr n!M► Cbr O�q� Y•11 i c.� It Mf. wlslYi, lJnWn1-- �. -yt- tip s OneYt MMI,,n 1nl wJ1u w1r�4nMn Irn. 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' �y/ rw`. r `•�y li X+ I t •� tW`oJfjl v''". (C�.ir,.ti1 CATER. UZ 1�2 ,.Irl ply'. • +.? .�1. F b�''...4,-yG(-.,•..•.,��.:4.s,�aeti,�1 r.,,.1,;. r . 9 I.: t''''.-?M('`",., Y.7>Ti�alc.i4.i bev....,nrv, , • ... , .8.�. CAU to) lot �'hGinfrMo Count Moild(darty/ + CC Soat1•°3fyh?' Ary Y. ''i�'y}•0,1�n8'G"MAL Nrua • 2 •, . ' �%••% Bi 'Ot iN ifA ° .22:8 17-1 360 . yt`4 L 7iv . ,' SG • • �N .f i 1%R pr 1/A!.. N SIY 6PAX 400 /,. �Y+' S�Ai)i'►Ot 11r la�'ttj ^ '� ^ +` - 26 1/4 Am'2N 1/A of WA A. a , hes,ttur^, ,r 1 N Sh)• a 1/A et CN 1A) ;Y �1/h of ei and BE 480 j ° A I less `am I of `iayVW" rye p fie., 161 s, Ae0 . ifr<i+�.x_r�1i ..I F$•ttY a u f j0 AL'1/4.'oN2 1/A and BN ,s ..... n1600 . °tNlrNa,Y Yl�.i;?/?) 921 . •: �, y1•Iril pt OYi.,l/A 23 R ^ )NiNl3/A�ofBll•h81f'aoti of MN 1✓AI <;, •' 160 Ona1' 21A .,:,. 25 .., NY I/A)�BN=1/!I or BW 1/Al a 1 or •\ ` � , 1✓4j BN 1✓A 'Of. Bt dr`•:,T\a, .4 NN S,j{•o! 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At p:w •.: rfv ..lir 4 ' - t. �} y>ef W . r'q 1-{ f .r n• v'n,R. •IaN' n+r .: f.... / { fM Y,Y• frrA Bff11b't, U •�' '1 9 N � :!-r N tiy. i.µ.v •,rl•.. ht,t., r._: '`•./tph1j4N81tl Nbf!b"1}1-L N•�', »:�(fud vir'q'±✓ pa rrr V^s> aW wy. ar:i •» ;,rN. aS •. i`z!1c�st <f 1�r .� MYf+flR nln•n:.r, w, .w:r.if.i•r,.tHe?:+ ' i 41 u: 5: 1'rj frra3S VMi �':x'..:ry, , :..• `.� : �rriN f��`79 Et� i t�,� i t t'r '�� (� . ■ m , 102 MON." RUM tYA73B .58 t,. 75 i*155 elk 0J..lA "ta C.M, ju I' o"Pr"? Olo%u -W pm"l" � not to Ij uIP,, Put nolmool, fro, a" 4. N 61 ftPoP,,,, --t"Pro I— UI. do], a 04 APR V. (.4 PP, 'nP of Plod " IN. A.%, wIroor.., am 0 1&. not P, smR, ftor", I. M.Pra 1,PIP of "M 1UPW W, Ldw) SOPIR u. no, lor M.,j 1. -forter tho, I'M Nb rtl A-1, .h innuo, A it prooll I, do* "it slautrilow P -1,11c .11M I OPINW., k 'PuP,k, m 1.9 - sn6m .Um koo� IMI, Pr wh" , ..h, CPA tolow, j.,P Show" UP, ."or, U", flow oxal ftl.,O I, OR. -be. Pilot, "-I too. do,*d It A Fww of it" = 04 or IMPOW" f" L. WI "1. Groat, �hd 1. W w ..M k,,. rhu- I I, P4 ,*u, III If Is No rro,,W." Photo I. YM b w n.11111o"'PIPP"I . wm I. ,PPP M OrPook .4 or IPUPP, - - M. fonPrld PPPI na Wy It. IMA lo, Well 'of N. glou, ba. who, ro-LAPPlud hrwdl im PPrrPPPPr, P4 crlzxth,lopon, "lloo, I. u.W .,� th-ork, foo, tm .. ungh tw k", .4, RIPAR M -- ftm blowl, I I, go .1, OUR. 1"m .111., "k, loolar PC IwnVPold, ,.d (,PP, PPIPPIPPIR "A PPIPM A. croolod. whom Pr Go. O'hu ng 'Art, Awk, PIP 947 M, " ft.ahorrl. M= .1 right " M.1% ft-d-okol AnAr. RodNS PIARao .ill nd Mi. Poor, tdP,% Mo.aN , gor"Pool right 1. f" w UP, plohrm P, thoron, PIP, 'rP, 0 A'- Mor Poo, —d PIRIPolm III PoPi a book. -.01, Itur Woromko" kv, P, 1. L a. botmer 'm Mine a ah. I"Plooklk-ak-OPA.""go MWIPPA torn,P, .4 dlvPor Pod m, I'Im . dr nol ;PdPd Cnw. itI lob.. 1. c lbe, or JW OPPIPA, nP, PR. W. ,!�"I "Pt t PIIAIP PIP 1. Worse, Pool ko,oPe, oPhot th..&P, L GrPou, ur MoPIV PoP, it% 6b% PIPIPPIP M kni P,pPPrP,UPP .4 "Pro"Pro not Wm.w AjR f PIP, AM na Ulu w th. P,rPP, WIP, ,,k, 16_17 to"llo, h t a duol-Afig all oproP, UP Mw IPPIPPIP,"hol".1'"MrprM IWPIO. M .11. w of M PIPMUP 1. 1" 1, w. .4 .AL#*"I.KW"�tth,tMU,6,?.P�,,Nhb. It If saw 1.16 A PIAPP% Ilk— 4 g it. twit 9" ij " Po "Ift"' "' ..Y.4 Put a im UP, .wa y.'Uokloko Klook Allow. I korok, Uh toll M P!P,,A loodsmorA, h. u. It. !.Axht.. Atom A.Mon" U.. 4.." 1,11 -ton .kid .00 1. tL.,—. L.RIPIP '*d MoPho UPPIPIF. I& IAM a" PII .4 All. korf.1 A goorroPPIP oPi wm n,.,, L',nA LI Ino, hot to., 1, Mo. tP, W. II u.,., I'I.wN -raw 0. it" I of -rum w "1. 0 thi. If Q.tro PnM W, Plookon Jw IWb Wnwxu WnnmDp knor. fti It I. 1.41AR -a W.J,.4 roolod MA9-4.lwaP,,,, orro, I., hormho low PA� slor-A Plow Pool LOOordtWator on We T111171161- L 't iS ip , Asti. . vC. . ............ 'Ro'Puk 102, I, ninik. oil& THIS PAGE INTENTIONALLY LEFT BLANK 691497 O.R. 907 PC 993 1 RECD " IIN'r.—. PRIVATEEpAENF.IIT FOR ROAD RIGHT-OF-WAY I YA This Easomcnt Grant made this ,& dnv of danuarv; 19"q, by and between the'Grantors hprpin, It" Properties, Inc., a rl�.ida corporation and 0orniec 0. Popper; a w4low'and the grant4:as herein "Trafford Oaks", a partnership with the following named persons :sting an nndiviied in turest, thrrpin in the following amounts: w.. L. Crawford, sr. - 1/4 ,Jim it. Itoe„•; - 1/•t Ram E. Heath - - 1/4 J. Edwin Enolish t - '/s Gerald W. Crawford - I/R Grantors in consideration of 510.00 and other good and valuable considerations, paid by the Grantees, i%:Pipt of which .is hereby acknowledged, have granted, bargained, and sold to the Grantees, their successors and assigns, n right-of-way and casement for the r-rposes of a private road eight -of -v.- over the sixty foot roadway easement of the fnllc•'inq describou property, to wit: The North 60 feet of theNE 1/4 'of the UE 1/4 of the M4 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 114 of Section 35, Township 46, Range 28, j Collier County, Florida.• and m The North 60 feet of the E 1/2 of the NE 1;4 of the NW 1/4 of the MI 1/4 and the North 60 feet of NW 1/4 of the NE 1/4 of'the NW 1/4 of Section 35, Township 46, lunge. 28, Collier _j County, Florida. and Commence at the Ml corner of the NE 1/4 of ' section 35, Township 461 Range 28 for the P,O.R.,, thencaeasterly alongthe North line of said Section 35,a distance of 1751, thence South and parallel with the Weet line of the NE 1/4 Of Section 35, a distance of 301, thence southwesterly to a p„int•on 'the'`hst line of the NE 1/4 of Section 35 which is 60' South 'of' the NW 'corner of the NE 1'/4,. thence no.:hevly along the West line of the NE 1/4 of Section 35, a distance of -bar to the P.O.B. The intention of this easement is to. ..,,.,;ey aprivate right-. of -way for the benefit of the Grantees and the Grantors herein, r ^'hr• aboje r^d foregoing easement is subject nevertheless to the following limitations and conditions, to wit; A, The Grantors herein'bpecifically reserve the reversionary. rights to the 60 foot easement mentioned above in the event the easement is not .utilized for a period of one year... N_... of LORI AI BOMrMMAN L MngnN, P.A. SIA MP - '-;n ATcni+gn wr 4wW �= � N nF� WI'.. INNOIGII[. FLOBIp\i00], I , ”-'T''' � YB'Mal•iYl \. Tom.:• ��til • I . 111 , ''--'�•6S6 4 0rder:012M64584 Pape I of RequestdBy: guy Uoma; Rinted: 12228185:41 PM1 Doe-FLCOLL5lV-01383 U O.B. 907 PC t 344 B. The above and foregoing easement is restricted and shall not be dedionhorl for any public -r.ad right -o -way use same being privake in ntut•. between . the Grantors and Granteos herein. C. Tho,Grantors herein reserve the right to relocate the easement, upon agreement between th parties of the Grantors and Grantees in the event some becomes necessary or desireable in the future. D. That a portion wt the c-nsideration for this easement grant is the oxecuti by Ehc Grantees herein; of an easement agreement of even date which includes but is not limited to the construction of certain fencing material i.•hich shat' , become the property c the Grantors herein. Execs`.•.' this ��g day of January, 1979, in Dade. Cot:nty, Florida'. State of Flor+dal Grantors. County of bade ) as: REX PR ERTIEB, P Bofnre Personally appeared 'D. Pe ckn and Bernice 8 � D. Pepi.'r, w o acknowledged to and before me, that they executed the for egoing,agreement.for the n1„ jr�__ purposes therein contained. Bern>.ce D. Pepper Pworn to aid subscribed before •mei this i �g day of January, 1979. ' NO R aBL1C •My Commission Expires:/'{. !,••i„� 1 State of Florida ) 'County of Collier) as; . Grantees Before me personally: appeared- "TRAPPORD OAKS” a Parte reh' 11. L. Crawford, "Sr., Jim H. f / Moody,'Sam E. Heath, J. Edwin '!tj/ 7� English and Gerald N•. Crawford, W. a ere w::o•acknowledged eo and before y', ❑e that they executed the fore- rte_ �C•' "-4e going agreement. ,iur the purposes��Ti .. 1•ioo thq(reift contained, t ii f •.� 1•,. •I eat /YL NOTARY PUBLIC ss My Commission .xpires• % f..•y if . „L J,; Ewin English u"a4 Lr w.,•.. ; 1.n c s.. ...,. : fr! � 1 C•ca. L. ••u Gerald w, Crawford A Wn.iGnu•i Cvw1 ONe[01206645W P9e 2 oft R .... MdBY:B%.Noma; Pnnled: 1=018 5:41 PM Doc FLCOLL98MIM w Pnnlmen hx 1A/rdl—tY11h 15xAlnx PLI.hhnL it«lenn.n Pr.11heu-4vwrmr, Alpdn1-Tinl,JI MWWImdAhh.my World[ OIL, GAS AND MINERAL LEASE 1 LITS ACAMIStry A d. IhU wh h, o,—January IA 8A-_, hm.em a t�6Gi (Mrs[ Derntce D. Pepper. a w{dew, -- 'eing.765 acres more fully described in Exhibit "AI' which is attached hereto and made a part hereof, and signed for identification. 00852630 GOL[LIER'GOUNTY' tool 'n nu.iiv mer 1984 JAN 24 AN 10: 10 I .RECORDED 001062 001114 OR BOOKReceived $ PAGE Documentary Stomp Tax Cellier County, Firrida t i. om:. agar, I ark D.C. rA-pA, IFuYnunmmi War Ibl� In xlh¢hiennr'6u ilm ele m�enlaM1t nl I.'([etl�r1n. mnlne"- `�' plem ILr • ole Jravi,i it f tlJ I.r.J, Floor the Im- Tr, q ince 1 J m.,.ln-765.r9.D Iro< F.0 h�deW 5 h the Irv. InnmL Lnmr ibe-w-s Im nit nvl lflfl 'fH p 1 M1 rennder. three (3)�j)�}> herd. Im. le K1I(r rd�ge r ne f r n term IxMJ(ilxl inA'rhm IM1e 'm o nerelnsller J rd; f -mil mm. mol Unit Ilh nn tlnn for In[JI mI1M1ln the urll �Lnm mW Jh Ive sny nl, n1.blLhnl irtrennrlm I;Y Illi.R I., r ,W In the mblm.[([I. where IM, Ieme IF "Am 1 m[ur llnn om Ibal Ilnl. II e1 f Ilmeen..pttetlonl a belnv m JuneA Ilmrmn ILr Allied Inenb. 6l In the v,m'htnm f tnlr mwmq'11 1. Il t.bWM1d M1 e mire "It Inn.IAL In Ieme mala.. u -1 team I'll, of Ihmm. IIFGI mmalrL in l.me. A to may he m nleblbad, m.Jiflyd ILr Jo; 0 do'$-., 6 Ih. III. f tale Inm. 5. a .,.,alto.[ ILA ma mndueld uaidA ulend on .r helm. IM1e fin[ mNvrmry data Imreer. dd. lege [hall Iemm dm IA OFF .,r11n, tonin[ II in m Me,. raid it... loo mblmt 1. Ihr lurlha ,rovLU., hermf, m.Y m Imder Or Imams he lawr'1 mill to me --an 530 Tnaraham 1 111 F IA., "MA.—flari�a_33131 nKYxx WA • or m FOOL ILr Ile r +rN[h aball mmhme n 'be ddwdlory. rtendlm .f chauRn In . enhl, .f delay ren1A. rvYalllea .Ther nne14 IM1e .1 1_76r1.DDo— — »Idrt, droll of mL dela, .mml m d mem the pdvlleme nl JAttrlim e,.•mllnnL (L„ nnr ymr Imm fad dmr. hl Ilkr IF IF.r.L ly, ad pm 114r Oq'mrnlr or InWrm Ixnnlmn LILY lu• furlhn ddrrrtd III Ilte mdIll of n v year mA Amine Ill. ^01 1,,' Icmr. If m nn, Ilam peva ILr Ivnrbm Jetry ImJLI, ynlllm, ILr f- n.nmin, For OF mnrr O.rllrr ILr r r Inlet In Lo, FILL 111 1. reo'I+e time. Immo may In IIrA f LILY .the, ALL Of gar -At Immin VmvIJeJ, PnYr or IrnAm Fort' runlnl, mYAlllea, ILr 111111,)x,+ln ILL Amlmrr hedn MJIIrJ vlNe, Inlnlle 1 n . Pvllu Or ,Lnlely le [. Innq• +-011 Ilvlr r In'[I"I nx'n fIv Ihnrnh ILr [.tour OLL e1cc1. An, Inp..„m hurmwdn IInY In"mdr hl' chu.krm hal nl Iru,'e �eryr I@rl In Ih, Am., ILr JdhnrJ In Iruur .r In n 1111.1lmq Iry Ik For ILr 1.1foo IM1r Ian dme J p+nnvnl. Y.Id AAA,' r Int alnll be IpplwtllnnnLlr m o a IrI off r 'LM• bnlh..ILLI n In11Arr I. raLr xrm[r +ynn'It IF OPOLl r J Ih-11) re Int Lr In Illy Im,I1nA .I 1111 n1 a"d ILr m In m' hdrrml IM1nrin LM1l :n .Ilei t iLlf IenLe m In ILL y n111m n( a^LILI 1nn,� r n n nnY Inlruol llrrelll L In virldl Om'rm pay1.n11 . eldrt L lnndo Anl' P.1'Lnrnl 1 IenJer .... ..�...... 1 ,I ,Adel, Ir ann.rn a L LA Ale r I, P,n n to 11_ .1'IL..r m1 Lllnry, a1LL 1 A IM1elma 11e �I L W IN WITNESS WHEREOF. tM1h Imlrumnd Ir eeendN nn the dale fiat above wrin wmmwlon W' 1 esses as to Lessor: rr: T* IseAW Bernice D. Pepper essor 10RATION, INC. (SEAL)- W�e rr (SEAL) Pres. Lessee — " ZWY • C 9 .`' IF 1 NF OR SINGES ACh'NDWLEDCMENT STATEP rl &TWA (AIISSISSIPPLALABAMA•FLOEIDA) couxr oP DADE y'�e 1 M1vr<by eMlfYr W! an Ih PU ice Pe er a widow, and E°a duir .uihedaN In Iha aMt.'md'rowty •lar dd m to u awlNvmen ooW peoN er m D O L ,tr,Sd, ie' n to m4LeJyn to he dL4n pori d gdhN m who e[ 1 IL ra Im ten i:7l ,ice. m e e may hngwl..7¢N Lefore me UJh&Inv )Worm aggy�.Lat�h me a of OF yolwteAly [I[rN and dAvned itie:P1lbin an`I fPmvolvv f_ rirymmI on the r t rale [y Q, r a a \ + 'Clymdndelmy Wnd •iJ afildel sol, IN dry of FA.O., 1B 84 _ vC,d I tall ' l(- U 01 181(10 � y Ni mmmWlenl rel L In and ler _ COBmt. G. ' WITNESS ACKNOWLEDGMENT STATE ISIISSISMPPI•ALASASIA-PLOSIDAI r CDUNTY OF l' OF e 1,• o It. cle.1 lelp, uel, awls IWI 1 A .Wrdhlnv wlmmr In the le r,ht, ImWmm6 Pwwv In an , •PPemr b[lon at, on Nadal. and Inst.( rwom. tltlN that a the vmn"YrlO. h•vinv b[m IolermN v1 the mnt[nh Ihnml, (alums ly [rmelN and deevane Ihv umv b Ma Prmmee, aM In the Brar v of ebv mher date;dare: by In ILe end v( Ihs v1Eer wUnes •nJ rhat ru[h o1ReI �- wll,..MEuh[u1n-I.. nl.he a tthe ram Wattthat @tWWt the nm. pmm[v.11be pnpbMal. In Prue.... '-� � ISubaM[dblov SVItnaO , , Chrn ands, mY hard and allld.1 ml. Ihh -d-V of (All'. Seat) s• All wmmwlon Wlm N IGIII e a a 1 0 a � � a c (Tills of Dlfltlall In and for t2wlYa IGIII r o01062 001116 OR BOOK, PAGE EXHIBIT "A" Lands of Mrs. Bernice D. Pepper, 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 22 - Southeast quarter of Southwest quarter (SEU of SW+a); West half of Southwest quarter of Southeast quarter (W� of SW4 of SES)-, East half of East half of South- . - west quarter of Southeast quarter (EN of Els of SWk of SEh) . . . . . . . . . . . . . . . . . . . 70.00 Section 26 - Southeast quarter of Southwest quarter (SE; of SWQ 40.00 Section 28 - All . . . . . . . . . . . . . . . . . . . . . . . 640.00 Section 35 - Northwest quarter of Northeast quarter of Northwest (NWS of NESS of NWQ ; and East half of Northeast qquarter of Northwest quarter of Northwest quarter (El� of NES, of NWW of NWQ . . . . . . . . . . . 15.00 The Lessor res rves all sulphur and salt,d a71 reserved from this leas . In the event f,.0' 9 s trees, fences, roa o v as a result of Less Opel option will either ,L ssi practicable, restore Irl were begun. , Cot TOTAL . . . . . . 765.00 to apth of K fitt., except oil, gas, "ees M rt a d market such minerals 9 th s rf deg Less r' la r l Lessor's groves, g �Lio alla p t telt' caused by Lessee ions on the lan cover d by lease, Lessee -at its for such dama es, r w 11, ar as is reasonably rt.v to the same it on qa�1 was before operations The Lessee agrees t %(j the lawful ter a�t g/cf the lease it will, upon written request, execute nst "u, _b � hhlhi Records of Collier County, Florida, an appropriate lost tF�' r e ng 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. Signe for 1dentri fi ca 'on t� ✓ i Bernice D. Pepper Lessor) SOUTHERN OIL EXPLORATION,. INC.' By: t—y"V7 W'�� President see) This instrument prepared by: Len W. Sipple 505 Bel Air Blvd,, #147 Mobile, Alabama 36606 n.m+n,. X, r" �q�M O:n:1•:'waa Wla� IOM rtI11Yi.vJi WA til d c��.nl w�.n 6 -..... _.-....,. .. _ . n THIS PAGE INTENTIONALLY LEFT BLANK W Alioml"i. AI h.ma. Florida l'mvhbm - Ilnlrnnnn Ihnlhen—pdrnn, Allubap 11 OIL, GAS AND MINERAL LEASE I130a THIS Aoneeanllrr mad. Iw 2 t a.r or—January—m-84— har[M 6a;' REX PROPERTIES iNC a Florida Corporation. leann, (rhab[, an. m mm.), [rMee dd,n, hl �d1IJ.l19i ananwllL.YJ.119.Y_l'11umy " Dual—�—r and-samrRN nTL_EXPURATIONr-IN._ 505 -Bel Air alyL a1a7-,-Mgb1- t,AL-Tfi606ne.[.wlrwn5serlu pand Nher linn"mra r [IU I[en Yy o [ O rmrnY mduced fin. the Imd M nett herehY m any other Ind a Intent (hereto. The lend eJ herehY. heahl cel .a ul IenJ". h Inrn1a1 In the 'mr, N r011 i Pr , st....h Florida • and I, ar..dbm .. md— Being 2,305. acres more fully described in Exhibit "A", which is attached hereto and made a part hereof, and signed for identification. 00852831 COLLIER COUNTY' lalI"'d m elam[d by Inmremarm -a d 6Y MULIIIon. I.eam, e". In e—We 001062 001117 1984, JAN 24 fill la 20 OR BO((`C1VedPAGE RECORj1E0 Grcunentary Stomp Tax' Collier County, Florida w S. In ol`_ .hin% s T °• pp {ny am ,red ' nand ' tOtyy ° 71 rlk,' l. Y 11 [ 6'm L'A . 0 Jnll w O o �1 Yui Flllly o y�r. a n 40 Ce: I awn Inlny __ J I.,I met.-. ino "'n"" dry rmehamramrom.aP.Y. le w er M� leve, Ntl1bn Filhe, Irllmpdr the �IxMe ..... f le ae .... "-a ...,, •-•• •-'•'_ a IMuldn( IlmJudlon of nll m q InY. io 1 e n p of any del[Y rmld m rFulAn PladuNlon E ' leue .n nr wXr Pnl[mn nr rad Innu. me[pl Ihi1 Inure an' nm ao mime n In Mndr w11M1ln um IJIc them me nhemhnne IM1 I n Inr 1U[d n Yh r Im II led Icon o r lend u m N land[ wllhln the II. Lmrr. mry Jbmlan ml' nll nlrLlllhd RneunJn Ly lilinn Ivr r.roN In the publln lnlllev wlnre 1M1 %ve h recnJnl n Jnleullnn rn INI llnh I( al Ihnl ear nn PereUom belne m III- r,n inhlad t" Subinl lY R. pmvhlnm f 1hh puuymph J, .. 11 e 2 Uhllehd Lemunder rhal rtman In force ,.'I.... a a." Inge mhlem I'll v elnll eemtln In tome A wll mer Le m n1YM1I1lM1d. moJllled or tlhmNN Juin( b ih, 111. of 1nr leve. . opo d .. er nm-ad umed on old lend on ur L<Inm the Ihrt mNvemry dal. Imrml, lbh teem .fi.11 lennlnma a to Imlh vnnla, nnlar lame Y o Lel Ida 1. Imo, wal 1. the masa VmNaom r—, pry m lend.. m bm, or b Immta .. In urn 530 Ingraham z-Building.-Riami,-lnrida-33121 KXYI)h 5 ('4 an IU marmine, rhlelr em11 —166, a m. d.Pm11.N• glee,dln, vi ehavPn In awnemmP of delay rental, m,id ve, or vlhe, mnnry,, the aYm N 1 A Ielr IN NWESS WIIERMR, Ibla coqq -legal 11 named nn the data (ha ab-ve ev"Rm. Nitnery5es as to 169psyN n / RE"DP IEIS, 0 0 173N I yR - ■ C(7—MAL) ePre t �Ie �, —Lge L OR SINGLE ACKNOWLEDGMENT o STATE OR 1 MISSISSIPPLAWUAMA.RLO111DA) b �, " �J Pub � `0N II ni(rdhrf�L bR�hh dry. before hbwt. Frank Pe Per, Jr;, and y v rod ed�jlir;q; :y(,';;,�'u enm lam 1 ..emawlaaw�eaw nen. ppnrtd w .a C mN ... 1 E,Fn Nn lodl�p It pd,ap- d odbed 1 and who Ile the e[ I U [mi as—Xi( they l _ a ^ O llnanlla[ed16efd P ea4u ti blit bolo �o+ff,,'�R�Lae mm .1 .Inn Sid volwlullY .ISN and denvned a _-d M Lae MINK d_I r.aal j hallIon the l + l I nA A.D„ ]E_Y3_ . :Y�CIym/(ddeFrPY, NiN} and ollkld utl, it, .1 3 ,aw;, 'LebTARY PUBLIC ST TE AT LARGF ~ I a jl'AIDA :; MY COh1h11551oN BONDED JNRU GEI:FRA T. Il 198d [13 1 8.< In .nA fe. — Il a — Illel.11 F //'• COuoly. -- f \�\ /t IAlISS11851PPLAWRAA1MFLORIDA) STATE OR �..�'� \111Y COUNTY or ` ��S� 6e.� 81a�L�oY erebY ee.0 Ibal I. a Ol . - eaWedbinp Allen to the fineaolnc Imm-mmh hnow to me, .ppnmd b—[lore me on IMI daY. and holoe Iwaa naafi 0a lou",nnmrlw'I "" all hem I -formed game the mmmle that h, telunlathe gameIn and dente of the ume to M, d .1 the . d In Iha 1. l mea 1 the other yY enol, on Ibe dry the ume hem daa� IM1aI M1. coaled the ,Elea In IM1e pmmm al Ib Smotetl0, ad pl the olbv wllnw, and 1M1rt meh -thee on, eah�md4ad MT name u a xlmal In bla.mame•. „ (SuW[X41ng Elliman) J 1 Cie.. and., an, head and allimal .,at, IN. dry of to— Mile Seal) (Till. el 011lel.l) MY —mluton .rylm In and fm C-wb, an a. m @ w o D he 2 ES ao s w s a If l 001062 001118 1 DR BOOK PAGE 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 '�. 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 (NEki)-, South half of Northwest - quarter of Northwest quarter (Ss of.NW< of NW<); Northwest quarter of Northwest quarter of Northwest i quarter '(NW;.of NW+s of NW;S); South half of Morth- west quarter (S% of NW>); West half of Northeast 1 quarter of Northwest quarter of Northwest quarter (W� of NE). of NWS of South half of Northeast quarter of NQrk u of NETS of NWS); and North ft q 0 uarter of Northwer '(NEs�of'N 305.00 l- AL . . . . . .2,305.00 ! The. Lessor r sery 1 m ne al d d th f 50 f , except oil, gas, sulphur and salt, fipdd,, 1 i �in p cess, ra sp ttA d market such minerals reserved from this leg e. In the event o ges to the surface o sso 's �i or to Lessor's groves, trees, fences, road a owing craps and ins - t on mately caused by Lessee as a result of Lesse ' ations on theland 1b� is lease, Lessee at its option will either pay es for such damages, or 1 h/'nsofar as is reasonably practicable, restore th to the same c n i i n/ s it was before operations were begun. The lessee agrees that, upo ems. fO7—te5'iniinnation 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 en - 1 By: 4�4 Lessor) SOUT,ERN OIL EXPLORATION, INC. By: �. r sident r essee F This instrument prepared by: I' i Len W. Sipple 505 Bel Air Blvd., #147 - ,';;,...;,.il•h� x Mobile, Alabama 36606 aaa THIS PAGE INTENTIONALLY LEFT BLANK 00999691 COLLIER COUNTY �J SPATE OF FLORIDA X OXWY OF COLLIER X 1988 APR 28 All Ib 21 RECORDED SURFME AGREENOIr mm ALL PEN BY THESE PRdSEVPs: -- WIBiRFAS, Frank J. Pepper, Jr., as Personal Representative of the Estate of Bernice D. Pepper, deceased; and Rex Properties, Inc.; hereinafter referred to as Lessors, as their respective interests may appear, are in possession of and the owners and holders of the surface rights of the follming described land situated in Collier County, Florida, to wit: section 22 - SE/4 21/4; 19/2 S1/4 SE/4; E/2 E/2 SW/4 SE/4 Section 25 - All c Section 26 - W/2 SW/4 and SE/4 SW/4 7 _ Section 27 - All y>, Section 28 - All m Section 33 - All m .c - Section 35 - N/2 Tw hip 46 South, Range 28 East 0.7ffiRRFFAS, RR Petroleam Corp., hereinafter referred to as Lessee, is the Amer and holder of the Oil, Cas and Mineral leasehold estate of the follmwing described lands in Collier County, Florida by virtue of the hereinbelow described Oil, Gas and Mineral Leases and Option Agreement, to wit: 1. Option to Purchase 11-;'GaSoral Lease dated December 4, 1985 between Alico, Inc. i a Section a uv a -. ctio 22 - pn 4 d /2 / SW 4 V N/2 4 T 1 4 I e t L 2, 0'' and btinoral Lease da Nov 1 , Q9C^g r recorded OR Rook 1113, P 9`e 7, fxan Alim, Inc., r, a'n-Jg1 scoot:, Lessee. Sec -All w2 All Towns ( 4 th, Range 28 Fast , 12, recorded Eeok Chee 3. Oil, Gas Mi Losses. . 1113, Page 1311, a to Mike Cheeseman, Section 19 section 20 - S/2 Section 29 - All Tomship 46 South, Range 28 Fast 4. Oil, Gas and Mineral Lease dated January 17, 1985, recorded OR Book 1119, Page 507, frcm Turner Corporation, Lessor, to Southern Oil Explora- tion, Inc., Lessee. Section 34 - N/2 Township 46 South, Range 26 Fast - 1 - RK PETROLEUM CORP. P. O. Box 8578 Midland, Texas 79708 C 5. oil, Gas and Mineral Lease dated Oecu6bar 17, 1984, � Wed OR outhernBook 1116, Page 1914, from Vlarren J. Jeffcott, et al, Lessors, il Exploration, Inc., Lessee. Oil, Gas and Mineral Lease dated January 5, 1905, recorded OR Hook p p 1118, Page 289, from Ploy A. Tooke, Lessor, to Southern Oil Exploration, m m Inc., Lessee. p Section 34 - SW/4 p 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 from Lessee's leasehold estate as hereinabove described and Lessors are desirous to allow Lessee to use said lands for that purpose. j%TRFAS, 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 .00390825 of 8/8 of production produced, saved and sold from the following lands in o Collier County, Florida, to wit: Section 19 - N/2, Save and Except N/2 N1/4 Section 20 - N/2 ,rn• Section 21 - S/2 •• cn Section 34 - V7/2 Township 46 South, Range 28 East. NOW, THEREFORE, for a good and valuable consideration, the receipt and sufficiency eby grant, lease and let unto Lessee of which is hereby acYnowled , sor ds for the purpose of building the right to use the sur, E' of d tions incident to Lessee's and maintaining roads ci 1, a -a ' storing and transporting operations in ds s g for, prodssand Oil, Gas and Mi 1 ehold estate as described minerals produced see produced hereby agree to consul ith seers relative to the above. Hwiever, sloes placement of suc r ds; 3 tions or other oper tion The agreement shal remain in e described Oil, Gas r long a any of n the parties d hall be in upo and Mineral ase of hereto, thei he' c or s Witness the.ecu 'on h f i of r , 1B6. .i..� . INC. Jr. F, rotary eamfc r s' t ` V"h 5 0, x Building •y erica 33131 c ,,,.� w y'Jmpe` �1�t, iw sons Represh i�Er of- D. Pepper, Deceased 530 Tngraham Building Miami, Florida 33131 l: RK PLTFC7LElIlN A7TF1aT: _ - .. t' t Clanton J. Xuz , P esiden Si�50 Kuz ieh, Sec etar P.O. Box 8528 '.Seal Midland, Texas 79708 _2_ l THC STATE OF FLORIDA COUNTY OF DADE Before me, the undersigned authority, on this day personally appeared PRIM J. PEPPER, JR., President of RDC PHDPERYIFS, Inc., a Florida corporation, known to me to be the person whose naae is subscribed to the foregoing instrum- CD o cut, and acknowledged to me that he executed the same for the purposes and con- = o sideration therein expressed, and in the capacity therein stated and as the act Co and deed of said corporation./G CD an Given under my hand and seal of office on this the JL day of April, 1986. my Caanission Expires: Seal ms•. Wt:• •.rat er rvm% Notary Public . X, cernm: Or. eei 11.1" wv+o aw C.t-I : M ,:n. /Notary's Printed Name: . Sabina R. Phelan o o THE SPATE OF FLORIDA !p'1 COMM OF RADE Before me, the undersigned authority, on this day personally appeared m rn FpM J. PEPPER, JR., Personal Representative of the Estate of Bernice D. Pepper, deceased, known to me le be �� is subscribed to the foregoing instrwrent, and aclmowledg at he the same for the purposes and consideration therein sS therein stated. Given under 9Cty�vseal of office�olt 's __�Tday of, April; 1986. My Commission Seal Before meNn signed authority, onVmdd:ed ovally appeared CI+1N1'ON J. 1NZMIt of RR PEPim1.Mation, known to me to to the person wha ibed tomsent, and acknowledged to me that he exs seation therein expressed, and in the capacity there' a said corporation. Given under my hand and seal of office on this the \ day of CL 1906. py Coamission Expires: f, Seal L Notary P.1.in and for the ' arystate Of Texas In and for the Slide of Toxa,- 24 a My Commhs,ion Expires l -s7 This instmnrent prepared by: Stephen Euudch P.O. Box 9720 midland, Texas 79708•m; ;q u:j:, o,4IRt�, - 3 - THIS PAGE INTENTIONALLY LEFT BLANK IIIc --MADE this 1st day of August , 1986, between TURNER CORPORATION, ri corporation existing under the laws of the State of Florida, having its principal place of business in the County t. 1 of Collier and State of Florida, party of the first part, and REX �. PROPERTIES, INC., a Florida corporation, whose address is: 530 1 Ingraham Building, City of Miami, State of Florida 33131, party of the second part. Thls Instrument was mMarni Ryr 0 o EARL DRAYION FARR. IR. That the said party of the first part, for and in considera- FA§P,.FARR, HAYMANS, MOSELEY, EMERICII and SIFRIT, P.A. Attorneys as Law - r J P. D. Drawer 1447 / paid, the receipt whereof is hereby acknowledged, has granted, WARRANTY DEED Prwta come, Fla. 33950 IIIc --MADE this 1st day of August , 1986, between TURNER CORPORATION, ri corporation existing under the laws of the State of Florida, having its principal place of business in the County t. 1 of Collier and State of Florida, party of the first part, and REX �. PROPERTIES, INC., a Florida corporation, whose address is: 530 1 Ingraham Building, City of Miami, State of Florida 33131, party of the second part. 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 Received $ fMD_Dacutnentary ?.ix Received $ Class "C" 11 .a _414._P.:rsonal Properly lea COLLIERCOUNTYCLEIH(Or �C JLIRIS 1 BY Q,O W I T N E S S E T H 0 o That the said party of the first part, for and in considera- tion of the sum of TEN AND N0/100 DOLLARS ($10.00), to it in hand p -- r`I c paid, the receipt whereof is hereby acknowledged, has granted, i': cn bargained, sold, aliened, remised, released, conveyed and con- es W firmed, and by these presents doth grant, bargain, sell, alien, era remise, release, convey and confirm unto the said parties of the 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 Township 46 South, Range East, Collier p 41'm more particularly o o — } o deed as foil e( 1� i. describ Y �€ Section 26., — > — 1� o Commencing a Northwest corn 46 ILOU an a28 East, tsi, er County, Fol o N 0-1 u�f Township , Florida; t n outh O1°17'08" East 1, 1.35 East along c 3 o M the West ne f va a ion to a Poin of eginning; thence N rth 8 Sh1.East 2 2.30 eat to the Intersect on f the Ea t 1 e of aid Se do ; thence South 01 15-0 'r Eas line to the Nor hes cc r o t e So e s /4 of the Southeas 1 f s id S of of a ou h B °46'04" West 396 e t n ai E etion 1 ec ton line to the the Sou Fred e e Nort a of Southwest' of said Section; Is no No 1°16'42'' West 1332 eat along the East ine of It orthwest 1/4 of th thwest 1/4; then u 321r West 1320.60 fe the West 1/4 corn o s ction 26; thence Nort 1N° 7-08" West 1216.4 a o g the West line of as tion to the Po' Beginning, containing 268 ds the So res. %less r" SUBJECT TO taxes ( a( Isree jgl4Or urrent and subse- quent years; and 1.� 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 Received $ fMD_Dacutnentary ?.ix Received $ Class "C" 11 .a _414._P.:rsonal Properly lea COLLIERCOUNTYCLEIH(Or �C JLIRIS 1 BY Q,O 001219 OR BOOK 001100 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, spa,led and delivered A;�t Bence of: �F itnese�/-®®� L(�GQI/l(.GC— �cU� Second Witness STATE OF PLORRhLOTTE COUNTY' OF C TURNER RRPORAAJTI/Of / By: L • Lill W° C. ,john Clarke, President �:. (CORPORATE SEAL) tS 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 corporation to me well known to be the person described in and e1�c d the foregoing conveyance to REX PROPERTIES, IN a"`�i. nby a fore me the execution thereof to be his e ad—dee ficer, for the uses and purposes they i oned; and txed thereto the official seal o a orporation, and the s nstrument is the act and deed o as corporation. WITNESS m at net nd o s al at Punt Gorda in the Coun o Char tte a d stat of Flor, da:6 ,the p day and year las al.�+ r My Commissi n E it s: ry bl c ,at of Flor da'� 3 11 87 This inslmmenl rn, 11,01md h'/: 1111 U, L DR VT C:1 .',:4, la, FARR. FARR, R,%Y^(ci+, :.1(13: LL i. L'dLEbclb avd SIMIT. P.A. /1 ARmcq-al t:w In"wo 1441 PYJIa Gm Jr, rba. 33950 GRANT OF EASE14EIlT FEC DOT I �Ni THIS GRA14T is node this-J�__day of �� t 1986 by and between FRANK J. PEPPER, JR., as Personal Repre entative of the Estate of A Bernice D. Pppper and Charles Parker, Joyce P. Hearn and Frank J. Pepper, Jr., as the sole devisees under the Last Will and Testament of Bernice 0. Pepper, GRANTORS, $ and TURNER CORPORATION, a Florida corporation, GRANTEE, tNv w WITNESSETH: w w 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 0 situate in Collier County, Florida, more particularly described as z o follows: o — co N The East 60.00 feet and the North 60.00 feet of the East C3 r 1/2 of the East 1/2 of the Southwest 1/4 of the Southeast 7c c= o rz 1/4 and the Ilorth 60 A0 o he� st 1/2 of the South - ti c west 1/4 of the aOh a 4� 2, Township 46 N � South, Range -as m VY o This non- easement Ts for the ef1{L. and appurtenant to Grantees' land, or portion thereof, situate i Coll r County, Florida, o described as fell ws. t----- —� A par el o lan8 3n doTowns ip 46 So th, o Rang 28 s Tie ty 'd e c part cula s ed a Q The Orth 145 .41 ee of Se t o 2, To sh p 4 M_ Sout 4 0 o ty, Fl id , �.y i e cont 1BG� acre m e o �+ The nI usive easement describe erei is t+ d shall run with the land, and sh for the use and benef b h 1i s and Grantee. their he, or su and assigns. Grante 4Y n �e y or assign the easement to any pe o q. than than a subsequent own i�bGtee's above- described land. �\ ,1 IT IS EXPRESSL`T� 0 00$,ANB,AGR6t both Grantors and Grantee have the right to improve fo 1a trrooaab�iRR sement hereinbefore described, and to maintain, repair and replac uch—i 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 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. IN WITNESS WHEREOF, the undersigned have set their hands and seals the day and year above written. Signed, Sealed and ered in the pre ecr0 (SEAL) lrs Witnes FK J. PE strersundl Re ve o he Estate of De nice D. epper S con 1 Hees Received 2 DacemrntaN Stamq'faa (As to FJPJ r) CI^e= "C" Inlu:`bi,,W Received y .Prrs-4:;A Propan, Tzx COLLIER COUNTY CLERK Of COURTS BY D.C. GQ,O eva rst Jit s r Secon witness (As to CP) F st nes tlm ✓ Secon Witness (As to JPH) r tdf Ncr� WITness FJPj r) 001219 001114 0R BOOK PAGE I � �k M.A,%' (SEAL) STATE OF FLORIDA COUNTY OF I HER BY G TI Y t t o is y f sent., 19CG before me erso all app ar d AN R R. Pers nalRepresentative of the Estate o r ce D. p , n I d iduall , me KR to be the person described in an w e d t ar g ant m n} TURNER CORPORATION, and severally a ow dged the execution the f to b his q ct and.deed for' the uses and pur therein mentioned. WI NESS ature and official se t•�yn-ape County of and State of Florida, e n ypar.; ast;-, a foresaid. wyy� ISI` toy Pu c tape' My Commission Expires: !WRY PUDIC Burr er.a..a.. (Affix Notary Seal) nr es 1357 , 4P, mnd — RURxO ARm CENRAL AAA. ob" a STATE OF FLORIDA COUNTY OF DADE I HEREBY CERTIFY that onthis /6 day of C L�!-✓� ,A.D., 1986 before me personally appeared CHARLES PARKER to me 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 My . { diG""' � Y.til_aB. au,�•••---•^•....,..«u«—. .,,Kesa V w „j:�::!�.— _ . G� 001219 001115 � OR 8001( PAGE to he his free act and deed for the uses and purposes therei mentioned. wI7HE55 MY igR tore and official seal at aG`C in the County of and State of or d, the cay aw year last aforesai . ^ n Ny Commission Expires: Nuuunber 13, 1987 STATE OF FLORIDA COUNTY OF DADE I "ER Y CE 1966 before me arse a described in d wh e CORPORATION, nd s v act and deed or t u 111 14ESS E� the County o i year last afo rr � (Affix Notary to TURNER to be her free �Gk'S . in 0 -i 001219 001115 � OR 8001( PAGE to he his free act and deed for the uses and purposes therei mentioned. wI7HE55 MY igR tore and official seal at aG`C in the County of and State of or d, the cay aw year last aforesai . ^ n Ny Commission Expires: Nuuunber 13, 1987 STATE OF FLORIDA COUNTY OF DADE I "ER Y CE 1966 before me arse a described in d wh e CORPORATION, nd s v act and deed or t u 111 14ESS E� the County o i year last afo rr � (Affix Notary to TURNER to be her free �Gk'S . in 0 THIS PAGE INTENTIONALLY LEFT BLANK 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 requiredto improve, maintain, or repair any such road, nor does either party assume any liability or responsibl ity 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 $ Dorermmnlery Stomp Tax Received $ Clas, "C' Inh+a.:i:ae /f3-r.:rs:m:a rrpenr iax COLLIER GUEJTV CLERK OF COURTS DY D.C. VtieY'Ler.---�nr,++'�-_'_ �'-"n`✓,✓�- 5 i 01032706 1986 SEP 22 P)I 2 12 This Instrument was prepped by; l• EARL BRAYTON FARR, 1R. COLLIER COUNTY RECORDED FARR, FARR, HAYMANS, MOSELEY, EMERICH and SHRIT, P.A. AllorneP al Lew �7 P. 0. 0mwer 1447 T Punta Gard; Fla 33950 g .] GRANT OF EASE14ENT La =-- INT _---^ THIS GRANT is made this lath day of Auguat , 1986 by o and between REX PROPERTIES, INC.,a F ori da corporal on, GRAIJTOR, and TURNER o CORPORATION, a Florida corporation, GRANTEE, ru — cn N WI T II E S S E T Ii: CD to 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: pp Easement 1: The a t cith 531.00 feet of the South 386 d Section 25, Ta I South, o Range 28 East, ounty, Florida. -1-" Q East 2: Th F/as"Q-00,feeet of Section 35, Town ip 46 'da, South, Rang 28 st ier lyi No h fall _ of Pepper oad, w Easement : e 0 h r e 1/4 f the North ast 4 nd ast 60 0 t f h rtl E0. 0 L feet of t o Ila hw st 1 4 f t e o f 1 0 Sec ion 7, Township e 8 E t C 1 er Cou y, Flo, FdA. These non-cl ive easements are for t benef t of ppurtenant }County, to Grantee's la any portion thereof, si to i Co Florida, describ allows: f A parcel of 1 in ction 25, Township 46 S 1,6R ge 20 East Collier County, Ir more particularly i qe as follows: The North 1459.41 feet a ISI 46 South, Range 28 East, Collier County, Fl or ming 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 requiredto improve, maintain, or repair any such road, nor does either party assume any liability or responsibl ity 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 $ Dorermmnlery Stomp Tax Received $ Clas, "C' Inh+a.:i:ae /f3-r.:rs:m:a rrpenr iax COLLIER GUEJTV CLERK OF COURTS DY D.C. VtieY'Ler.---�nr,++'�-_'_ �'-"n`✓,✓�- 5 i IN WITNESS WHEREOF, the undersigned have set their hands and seals the day and year first above written. , Signeq, Sealed and Delivered REX PROPERT in tjA presence szf✓'6 . ,/ .i'`.,•L ..., �'�`°.C•..' SecunWitness (Affi - Cdrporate hJt;✓,ly STATE OF FLORIDA COUNTY OF DADE I HEREBY CERTIFY tha nLth Ldy� August ,A.D., 1986 before me personally a i� 1F{• k— . e as President of ACX PROPERTIES, IF „ a P ida corporat on, nE ppn n to a tie person described in and whey d the foregoing Grant o r�,dsbnl t to TURNER CORPORATION, and severally ackn wle3' d the execution thereof to b hisee act and deed as such officer, ort ur uses th ein me nt oned, and that he affixed thereto the offi ial eal corpora 1 d the s id i strument is the free act and de d of aid torpor io . 14ITNESS n sig u a of is al s a in the County of bade a d Its of i 'd anq year last aforesaid. „1 ,1id o /StaEeof .F. oM. a,,•. liy Commission Expi illotarY Sea]')j.•..1; q MISSION ON. ' 'tjam ...XARY AALIY O "RENO IM GENERAL I13ous .1IilV" a� IRS. OW.. NY�yV� L G� ip. 50 ooam� �s r�.mm or o�uT�e ucma o'er rare=mry imor��a aye e�.,en w�7m corvnani zere. nn ns ,r��.ae Timothy G. Hains, Esq L� Quarles & Brady LLP 1395 Panther Lane, #300 Naples, FL 34109 RELEASE OF OIL AND GAS LEASES Re: Trafford Lake Prospect STATE OF FLORIDA { } W B COUNTY OF COLLIER {} KNOW ALL MEN BY THESE PRESENTS, that the undersigned does hereby relinquish, e surrender, and forever quitclaim to the hereinafter named Lessors, their heirs, successors and Assigns, as their interest may appear, any and all right, title andinterest 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: -------------------------------------------------------------------------------------------------------------- a RK's Oil and Gas Lease No. 78425 dated January 24, 1984, recorded in e e T OR Book 001062, Page 001117, Collier County, Florida, by and between .� Rex Properties, Inc. as Lessor, and Southern Oil Exploration, Inc., as Lessee Insofar as said Oil and Gas Lease covers the following described land: ?d In Township 46 South, Range 28 East; �+'+ Section 25 — All, Section 26 — West half of Southwest Quarter (W/2SW/4), Section 27 All, Section 8 — 33 — South Half (S/2) & Northeast Quarter (NE/4) ^d Section 35 — Northeastarter Qu (NE/4) South Half of Northwest Quarter of Northwest Quarter (S/2NW/4NW/4); South half of Northwest Quarter (S/2NW/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/2NFJ4NW/4); and Northeast Quarter of Northeast Quarter of Northwest Quarter `- (NF./4NE/4NW/4) c located in Collier County, Florida M s 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., e as Lessee Insofar as said Oil and Gas Lease covers the following described land: In Township 46 South, Range 28 East: Section 22 — Southeast Quarter of Southwest Quarter (SE/4S W/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/4NF/4NW/4); and East Half of Northeast Quarter of Northwest Quarter of Northwest Quarter (E/2NE/4NW/4NW/4) located in Collier County, Florida D—M'1 c prllkllll nv oasTI—uc— ns vroV,m2ry imzema zne dllN,ry soden, rnrvnu,n rzmn. Pn nears reserved *** OR: 3557 PG: 3586 *** WHEREOF, this instrument is executed on this 22nd day of Tanya Kreu;4�st. Secretary U ®� STATE OF TEXAS {} COUNTY OF MIDLAND {} This instrument was acknowledged before me Stephen Kuzmich, President of RK Petroleum Corp., corporation. +w�•�`m'� TANYA NORTHERN Note P bil Star fT Stephen Kumich, Vice 3 aiF u drs e o e 7. xas Notary , eu72�c: Ny Commissmn Expires 03-2805 22nd day of September, 2003, by Ws-rzr rpomtion, on behalf of said State of Texas Beta, 3887712 OR; 4089 PG; 3509 BHC PRH GOODLETTH COLEMAN 17 AL RECORDED In the OPPICIR RECORDS of COLLIER COUNTY, PL 4001 TAMIAXI TR H 1300 08116/2006 at 11:31AK DWIGHT H. BROCK, CLERK MAPLHH PL 34103 RESOLUTION 20067 14e 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) acres ted within the boundaries of the Rural Lands Stewardship Area Zoning,Ov, i5f, t �t�SA District") located in Collier County, Florida; and /LSA, WHEREAS, Owner Stewardship Sending Area of the Collier County Land WHEREAS, Owner for the LTR SSA 7 land; ar land be designated as a suant to Section 4.08.06 ("Application") WHEREAS, Collier Cot�Ijty Staff has reviewed-IN0,Application, along with support documentation and information M 1jrad-"ction4,0b 66 of the LDC, and determined that the Application is legally sufficleRtl Pf L _q i 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, 18.50 (jet0e, Colema" & 3ohnson, PA 4001 Tesmia iTail, N. L... Naples, FL 34103 r ,aa (,UA M CP *** 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 f7CZZN3 t1Qn�tW'1'G+iIM ..- Approved as to form and legal "fficiqpCy: , Assistant County TtiE Chairman 8teze m FLORIDA ;nun:'; of ct)LL11M lcatMeand a'tYd ld w dAy u 1 tfr's �eC `rCXCOrMIURTS Prepared by: Richard D. Yovanovich Goodlette Coleman & Johnson, 4001 Tamiami Trail North Naples, FL 34103 3G' Sp 5q , I&Gf 61 3887713 OR: 4089 PG: 3511 RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, 08/16/2006 at 11:31AN DWIGHT B. BROCI, CLERK RIC FEB 2772 Retn: GOODLHTTH COLEMAN IT AL P.A. 4001 TANIANI TR N 1300 NAPLES FL 34103 I3`� 1 STEWARDSHIP SENDING AREA MEMORANDUM LTR STEWARDSHIP SENDING AREA 7 FL 50 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 ' agd=�, and said lands are encumbered by a Stewardship Easement as drys r,t, anZT,� r_ 1. On June 20, ursuant to Sectio `4. .06 of the Collier County Land Development C e L e Bo f Co ty ommissioners of Collier County, Florida designa ed a lands ibed Exhi it " " and containing 985.4 acres as a Stewardship e i g e, o i y o s" TR Stewardship Sending Area ("SSA") 7", sai la be' go n a r or Ranch, LLLP, a Florida limited liability limited a, p, i = TR" . h e al description of LTR SSA 7 is attached as Ex "A". J O 2. By such design the Board of ommissioners also approved a Stewardship Sendie redit A s and established and authorized five thousand eight hundre v nth (5,870.1) SSA Stewardship Credits to LTR SSA 7. Of the credits 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 CQ;O 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 n� ALOE •- (Signature) / \ By: Thomas M. Tf ylo( _/ �4n"_ �. l '(S `m Its: C L44 A"T/I ' (Print full name) STATE OF FLORIDA COUNTY OF COLLIER Before me, a Notary blic, acknowledgedthis 6 t G OF k-hown to me or who produced _ OR; 4089 PG; 3513 the foregoing instrument was sworn to, ay of July, 2006 by Thomas subscribed and Im Lake Trafford Ranch, LLLP and who is as identification. Taylor as personally NOTARY PUBiIGSTATE OF FLORIDA WBlanco Commission # DD391818 Expires: FEB, 01, 2009 Notary Public QQ Bonded Thn.,dantic Bond]ng Co., Inc. Printed Name: Commission No.: (SEAL) My Commission Expires: _ 0 STATE OF FLORIDA COUNTY OF COLLIE .'�I I I )� v Before me, a No Public, the forego[ g in tryy t was sworn to, subscribed and a knowled this day of Jt7 006> by Christopher L. Allen as fro ake Trafford Ra: ¢)i? l LLP and who is oersonally known t me or who produced \��1� !�< as identification. NOTARY PUBLE OF FLORIDA *ExpiBetsy Betsy Blanco Commission#DD391818 Notary Public n res: Alan FEB, Ol, 2009 Printed Name: A��i 16[%rlr-0 Bonded ThAttic Bonding Co„ Inc. Commission No.: (SEAL) My Commission Expires: IsonMiller EXHIBIT A New Directions to 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 comer 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`00'451 East, 3680.85 feet. (Point Number 2, Northing, 771132.80, Easting Thence leaving said north Zine in str 'rj ugh the following vertices, Points 4 through 562 inclusive. /�® � Point Number 4, Northing, 77 05r4 a i 2 .64 Point Number 5, Northing, 7 10 () 4 , a in , 8624 .81 Point Number 6, Northing, 7 10 . Point Number 7, Northing, 7 10 7. 9, ag, ti Point Number 8, Northing, 7 41. Point Number 9, Northing, 7 Eas mg, 486 0.3 Point Number 10, Northing, 7 8.75, Easting, 48 .1 Point Number 11, Northing, 7 93, Easting, 486 6 Point Number 12, Northing, 771 6 Easting, 486033 Point Number 13, Northing, 7710 sti l 9 Point Number 14, Northing, 771025.1 �sT ng[4$19:e�8 Point Number 15, Northing, 771023.68, Eas 983.65 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 H Offices strategically located to serve our clients 800.649.4336 Maple&Vorporale 011lce 3200 Bailey Lane, Sulte 207 • Naples, Florida 34105 . 239 649 4040 • Fax 239.6435716 wllsonmlllexcom 155E01 Ver 01F TMB(MNE 1 1 ea,: Wi/sonMR1000C. — FL L/af LC -0000170 116FIs617MRIer0 Newffiw ions In Planning, Design a 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-;485207.28 Point Number 47, Northing, 770889,82Etiiig48`$T3 . Point Number 48, Northing, 7707.8,��.�''G;,�gsting, aT� Point Number 49, Northing, 77 $0. ti, Easting, 4850499. '\ Point Number 50, Northing, 77076th1 9,-Eastingi, 485Q50.12 \ Point Number 51, Northing, 07 8.67 --,IE stir g-4 9.41 Point Number 52, Northing, ;77 7 4;64 f- -% 1 Point Number 53, Northing, �j/7 0 . E s n fa Point Number 54, Northing, I ,70 9 .19.,��srn r: 04805[ � Point Number 55, Northing, pl 5., Eastirig, 4049`1' ' Point Number 56, Northing, j \Q6 2.57, Easting, 485 + 0.56 Point Number 57, Northing, 7�O�6 .00, Easting, 485U$�,�3 r7 Point Number 58, Northing, 776�FN1 Easting, 485036. U Point Number 59, Northing, 77040, EaStin gn448603 `aqz¢ Point Number 6Point Number 0, Northing, 77037�L11, E�sttin"g 4 -5 0.97 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 fl2:V100S 155(01 Vx. 011-TOSBOflNE M1ISOLWP-0 r ;� CPO W11SOOMiller' OR: 4089 PG: 3516 New Directions In Planning, Design 6 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, E ting; 485 12.97 Point Number 93, Northing, 769082: �a . s ing4 Point Number 94, Northing, 7690 , Point Number 95, Northing, 769 Easting, 485223. Point Number 96, Northing, 7 07.8-Eas ing, 485240.22 Point Number 97, Northing, 7 90 8. sti 4 1.59 Point Number 98, Northing, 69 Point Number 99, Northing, 69 6 .5 E s In, 2 Point Number 100, Northing 6 0 7. a ti 529 2 Point Number 101, Northing . 5, in 30 . Point Number 102, Northing, 18.19, Easting, 48 9. 0 Point Number 103, Northing, 6.07, Easting, 4 2 Point Number 104, Northing, 7 6 . 7, Easting, 48531 Point Number 105, Northing, 768 sting, 48 Point Number 106, Northing, 76893 , Point Number 107, Northing, 76 911.31, stiq�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 Ui a ,ssen, TpSeOgNE 3 ma,ssoFo,o-o IN FIsdaMiller OR; 4089 PG; 3517 Now DImbons 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, East n ry485$63.56 Point Number 139, Northing, 768468506 48 1 Point Number 140, Northing, 7684�(6M; Easting, 8MMU Point Number 141, Northing, 7§�45)J4, Easting, 48591. Point Number 142, Northing, 68457c50; Easting, 48t5 30.6 Point Number 143, Northing, 68,458119; Eason , 485 49.75 Point Number 144, Northing 76$96 6�3j. �`ti0 ¢5� 0;0� j Point Number 145, Northing 76..4486.3 , a ti �5 i Point Number 146, Northing .� �,5� a tir{gi, 4859896 Point Number 147, Northing, �(. 66:3�1�sfn�; 44P. :�5� Point Number 148, Northing, 768'58.94, Easting, 48%27.13 .7 Point Number 149, Northing, 7Q§�i4,49.37, Easting, 486C57j� 0 Point Number 150, Northing, 7643 . 6, Easting, 4860917 Point Number 151, Northing, 7684 4' 1 €astin , 4$6.1 -Y' Point Number 152, Northing, 76841 49,' satin ,4 14:60 Point Number 153, Northing, 76 399.25,- E�stm1 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 SRY2005 V5 n Vx. 011-10SSO E r tl u % m3lasawo-o 4 Ali i H' 6186 tMillef OR; 4089 PG; 3518 RawOiwtions In Planning, Oesign & fngincedng 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, Easting448Q?762.43 Point Number 185, Northing, 768174:5, stnt;+�$�i 6 07 Point Number 186, Northing, 7681 3�Z6;--Easting, 48 77%, Point Number 187, Northing, 76089, Easting, 48680ti 76' Point Number 188, Northing, 681,45-84,-Easting, 486816.2$ Point Number 189, Northing, 64:63; Fastin ,-486 29.15 Point Number 190, Northingl76 12"2,, rs`tin�,-,4860� Point Number 191, Northin 7 1 j1, �a ti 6, 9,; Point Number 192, Northin 7 1Q3.$ a ti.1 , $6833 Point Number 193, Northing 7� 08 c 2,'Eastln§ 4136832. Point Number 194, Northing,,,Q76.57, ,QE4.00, .57, Easting, 488§28. 4 Point Number 195, Northing,68Easting, 486&06 Point Number 196, Northing, 7��37, Fasting, 48680 Point Number 197, Northing, 7680��5`9- asting, 486868' Point Number 198, Northing, 76802 '.00 q jgting, j9j 1 Point Number 199, Northing, 768018.83; Easting; 4$_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 er<arzons Vwn v«: oil. roseow+E 5 maixswaa.o �J I'MISOHMiller OR: 4089 PG; 3519 New Directions In Planning, Design 8 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,-Eastin 487071.66 Point Number 231, Northing, 767190:587014 5 Point Number 232, Northing, 7671 11Eas70 ting,�8. �'¢a1 Point Number 233, Northing, 7914 66, Easting, 487084,4` Point Number 234, Northing, 6712¢a9j-Easting 48 089. 6\ Point Number 235, Northing 67693''34; asti ,-4E01.06 Point Number 236, Northing 76 6�,AQ' sfn , 71 Point Number 237, Northin f 7 0 8. i a ti $7�117� � ' Point Number 238, Northin 76' 00 a ti 71.5 Point Number 239, Northing r,9 1-3:44,'Eastin§; 71 Point Number 240, Northing, 76 999.36, Easting, 4 27 1 Point Number 241, Northing, 60688.44, Easting, 48 1 8 Point Number 242, Northing, 76FV 73: 6, Easting, 48713 Point Number 243, Northing, 76695'2?21`Fasting, 4$7-1S �'jjr - - Point Number 244, Northing, 76691 :y6 f �ttrip,, 7(1�� . 5 Point Number 245, Northing, 766891.06, Easting,, 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 d33/1OO5 15 1 Va.. Otl-TOSB 5 g =1 roazsado-. o p Cp 1671sonmiller® OR: 4009 PG, 3920 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, 6205.91 Point Number 277, Northing, 76638 63 Point Number 278, Northing, 766 sting, Point Number 279, Northing, 7 7, Easting, 4859 Point Number 280, Northing, 66 € sting, 485897. Point Number 281, Northing, 6 7F? Easti 5 71.06 Point Number 282, Northing 76 6 in Point Number 283, Northin , 7 3 7. a ti 5 Point Number 284, Northin,3 3. a ti 74 .6 Point Number 285, Northing . 0, in 571 Point Number 286, Northing, 57.25, Easting, 48 78 5 Point Number 287, Northing, 6 .25, Easting, 4 5 Point Number 288, Northing, 7 94, Easting, 4856 $ Point Number 289, Northing, 76 asting, 48 5 Point Number 290, Northing, 76634. 9%F n 0 Point Number 291, Northing, 766 8.19, 98.50 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 �mrsoos-,asw, �a en-,osaow+e =,:�-e rJ� IlsonMiller" OR; 4089 PG; 3521 NewOirecliom In Planning, Doign & Englneenng 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, Easti 4%9708.90 Point Number 323, Northing, 766285.6 , Yin ��43Point Number 324, Northing, 7662f5 .fitfng, 4i� Point Number 325, Northing, 762 8, Easting: 484913 Point Number 326, Northing, 667 Q$8-Easting, 484900.9 \ Point Number 327, Northing, 66293?12,asting, 484 93.69 Point Number 328, Northing 76 95 Z Stfn Point Number 329, Northin , 762 7. a ti, Point Number 330,Northing, 762�a tiy867 Point Number 331, Northing 7� 0 : 9, Easting 4 852 2 rev Point Number 332, Northing, 03:69: Easting, 4 641. 8 Point Number 333, Northing, 760306.68, Easting, 4 10( �} Point Number 334, Northing, 766!0,50, Easting, 484823 4� Point Number 335, Northing, 766308f21i. wasting (48481'7 Point Number 336, Northing, 766309.58 g44s!n ; 80 : 3 Point Number 337, Northing, 766311.25, Eastfn 1.13 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, 766320.3 1, 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 wi,zsa4wo-. 0 8 BilsonMiller OR; 4089 PG; 8522 v New Oncfions In Planning, Design 6 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 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, Fastin 484209.69 Point Number 369, Northing, 7662 6 , 5-. 0 Point Number 370, Northing76628�f8fEasting''48 42: s Point Number 371, Northing:7662 :64, Easting, 48420 Point Number 372, Northing, 763 ¢81; Easting, 484214.9 Point Number 373, Northing, 7661 32:35;-ra tirl\q, d84 20.26 Point Number 374, Northing 76ft 6 i9 E st`ng;4�842 Point Number 375, Northing 76 ' , a tir) Point Number 376, Northing 7633. �a rid, d' 24 .6 Point Number 377, Northing 769.. 7,'Eastin§ 442 ' Point Number 378, Northing �6�3 97.19, Easting, 4885.4 lb Point Number 379, Northing, 6�4 1.93, Easting, 484�49� Point Number 380, Northing, 7 �6 .68, Easting, 484411, 1 Point Number 381, Northing, 76r{� fasting, 4846 `p Point Number 382, Northing, 76664'7:6qtinfi 285 Point Number 383, Northing, 766463.56,, -Eason 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 �15 01 Vx.011-TOSBOFNE Y J 13+U1►Miller" 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, 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, Eastin ti484372.63 Point Number 415, Northing, 76612 8 , sfm114ka# 8 Point Number 416, Northing, 7661 -/=Easting, ae4 �r Point Number 417, Northing, 706`1. -6O, Easting, 484380 Point Number 418, Northing 660600 Easting, 484376.66 Point Number 419, Northing, 66644!68; EaSir`q,-484 66.97 Point Number 420, Northing 76 0 stn Point Number 421, Northing 76'99' 6 9 831, a�ytif Point Number 422, Northing 76 9.¢{ a't327fi Point Number 423, Northing �4 : 9, Easting; 4308.75' Point Number 424, Northing, 7 . 919.38, Easting, 48�286.p1 Point Number 425, Northing, 67.87, Easting, 4841�6a69 Point Number 426, Northing, 76 5T 4, Easting, 48424, Point Number 427, Northing, 76582a�asting, 4842241S� , Point Number 428, Northing, 765808>19% gg1jn:95 Point Number 429, Northing, 765793.26; E-asting 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 �a ,SW, VmGWT0SS0 ovia.sa aa. a 10 WiIspnMiller® OR: 4089 PG: 3524 New Oinmakins 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, Easting;-484021.68 Point Number 461, Northing, 7651002``� 'i3ting,`4$4tT�12 Point Number 462, Northing, 76506063=asfing; 48je8 Point Number 463, Northing, 766#62, :62, Easting, 483983: Point Number 464, Northing, 7649 6 50-Easting, 483968.3 Point Number 465, Northing, J%64 44:#8 Fasting, 48359.41 Point Number 466, Northing 76 9.19:50„E4$t{n 483 2 V Point Number 467, Northing 76�ij6 �3. ,Lia ti �3� $``'�� Point Number 468, Northing 7649Q5.3�Ea ting 394$19 Point Number 469, Northing, A 7 2, sti'ng1; 3939',2 �s Point Number 470, Northing, A4'832.62: Easting, 48 25. 7 Point Number 471, Northing, 764't1Q2.68, Easting, 483 U � Q Point Number 472, Northing, 7�6 �8 06, Easting, 483908ii 4 / Point Number 473, Northing, 764i�t�t; Easting, 4✓ 38 Point Number 474, Northing, 76474 . 6 s m 84 22 Point Number 475, Northing, 764716.13a�tnr83868.84 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 ar ms,ssro, va orv`T() Ne 11 ..., O=,z�o-. a U� l lsgnMillef OR; 4089 PG; 3525 NeivDIMMans In Planning, Design & Enowming 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,-Eastinq�4R721.68 Point Number 507, Northing, 764030. ' , afing, 41`$,3-/9,26 Point Number 508, Northing, 764Q �2'f s`tin--48 1b;0 Point Number 509, Northing, 7Ei3944, Easting, 483709 56' Point Number 510, Northing, X639 8�8, sting, 483700.6 \ a's ng, Point Number 511, Northing,(763631):OO.asting, 48383.68 Point Number 512, Northing(( 76 7-7 8„-afifin fi 2.6 7. Point Number 514, Northin , Jfi BO.q, a ti 8364 3 Point Number 515, Northing 7 stin 364 <8 Point Number 516, Northing, f 756.32, Easting, i 5. 6 Point Number 517, Northing, 637Q2.13, Easting, 48 3 9 Q Point Number 518, Northing7 5'1, Easting, 4835 Point Number 519, Northing, 76 , Point Number 520, Northing, 763580?Q �Easfin9„ 4836 3 219 i Point Number 521, Northing, 763544.44,'2a1in8,A3527.62 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 ersnacs �esm� vg: ou. roseoa� cwa aa�usw-ao--a 12 %OnMiller° OR: 4089 PG: 3526 New Directions In Planning, Design & Englriftft 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 Easti 1483x104.46 Point Number 553, Northing, 76416,9:3" J�?a(u 4-83%2,69 Point Number 554, Northing, 7641', B6�Easting�S 1;6 Point Number 555, Northing, 76460 88, Easting, 48301x6 " Point Number 556, Northing,64 4; Easting 1482926. Point Number 557, Northing, 6425Vf42 -Eastir2 , 4 2 83.66 Point Number 558, Northing( 764258-12" 'siin Point Number 559, Northin ,414 a Point Number 560, Northin ,t7�l a ti, 286 -1 Point Number 561, Northing 7fi 19120' a�stin , 4t32851s. C,; Point Number 562, Northing, % 108.94, Easting, 48T 8241 6 2 j Thence South 20°10'47" Wes 195 feet to a pointZih th 4s me of Section 33, Township 46 South, Range 28 East Collicl=2' (Point 563, Northing, 763982.28, Easting, 482777.91); ,�" / iThence along said west line Not 785.60 feet to the northwest comer 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 North89000'45"East. erzrmos,us°o, ver. on-roseoa"e . �,z.�.° J 13 lfflepnMiller` OR: 4089 PG; 3527 New Dimflons In Planning, Design & Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (W ILSONMILLER 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/; 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' / 5. SCALE NOT TO EXCEED =5 6. THIS IMAGERY HAS NOT�BE� TECHNICAL STANDAR S O 7. VERTICAL ELEVATION HAI EFFORT HAS BEEN MA 8. IN AREAS WHERE TALL R EXPOSURES WERE MOS 1' 9. THIS PRO IS SIMILA I „#?♦ N AIDIGITAL FO9 IONS FROM AERIAL PHOTOGRAPHS HAVING TO MEET MINIMUM VVUL c st K1 O IA� DI PLACEMENT. EVERY tf} IZE_1 I�� FEC E RJ_ ICAL FEATURES. JRES OR TREE EA, TO - STRUCT FEATURES, IN AN EFFORT M;NII , 1 rHE EFFECT. CURACY TO RECTIFIEEJ RGEMENTS, EXCEPT r qtr cA ,1 I�sKREGISTERED ENGINEERS AND LAND SURVEYORS. NOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPP,ER�-> NOT BAON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB -43 REF 2H-99 erzarzocs 1s 1yrOil. roseaaE 0331:�.e 14 0 1471s6nMiller OR: 4089 PG; 3523 NewDirecgans In Planning, Design & Engmiing 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 comer 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 88059'47" East 777.69 feet to (Point Number 576, Northing 771184.10, Easting 489279.86) 1 R Thence leaving said line in straight -lin �� fhru-�fcZ wing vertices, (Points 577 through 579 inclusive) 1 t, Point Number 577, Northing Point Number 578, Northing Point Number 579, Northing Thence along the east line of t e h refi d�$cr�beMa on said north line of said Sacti t�2 P u Thence along the north line of action . Nor Northing 771225.17, Easting 49 9 . 8) Thence leaving said line in straig 4p egments through & 573 inclusive) n Point Number 582, Northing 772567.63, 1 stii{� 17, 6 Point Number 583, Northing 772573.53, Easti gg4�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 East, 1342.58 feet to a point t0, Easting 491261.54) 9 feet to (Point Number 581, (Points 582 through 631 Offices strategically located to serve out clients 600.649.4336 NoplaxCorpotate OH/ce 3200 Bailey Lane, Suite 207 • Naples, Florida 34105. 239.6494040 • Fax 239.6435716 (VIS- 105009 Vr. 011-7O MNE wllsonmillar:com 1 W1U0RM'1W1Hu. - FL L@ILC-C000170 0171sonMiller' New 0ineWens In Planning, Design & Eagineenng 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, Eo 48914 Point Number 619, Northing 770896.4 ; E1§tii�y'89 Point Number 620, Northing 77089,°jsting 489133.61 Point Number 621, Northing 7708 .g8� asting 489060.69 Point Number 622, Northing 770753.04Easting�488917.2r1_ Point Number 623, Northing 779''7762,23, tastin 48 903.80 Point Number 624, Northing 77p76 J3 s}i 4:qf 2 - Point Number 625, Northin7 76:9 'L�tl g;88) 57 1 Point Number 626, Northing7 079 8 E s�stir 81�5K� Point Number 627, Northing 7 $4 6 ; E� stin 78162 Point Number 628, Northing 7789 X47, Easting 488628.5 Point Number 629, Northing 771 � 0, Easting 488468.8 Point Number 630, Northing 7710 ' 9 "asting 488450.25p Point Number 631, Northing 77116f1 69asting 488498.86 Point Number 573, Northing 771170, as. mg 488502.29 Containing 103.27 acres more or less.--=� Subject to easements of record. Bearings are based on the north line of Section 28, Florida being North 88°00'45" East. wN�t56E0B Vn. 011. TO5W e fYt, mstzsoaao-o OR; 4089 PG; 3529 OF BEGINNING) Township 46 South, Range 28 East, Collier County, WilsvnMiller OR: 4089 PG: 3530 New DiMlians 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 21-1-99 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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 2. NEGATIVE SCALE: 1�:3P60 04/23/03 otjj 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' % 1 5. SCALE NOT TO EXCEED 6. THIS IMAGERY HAS NOT E N OATHR CQ . REC D IN O DE \\ TO MEET MINIMUM TECHNICAL STANDARDS OF N TJ N M RPC TAf1DARDS. 7. VERTICAL ELEVATION HANG L US bR1111 DI PLACEMENT. EVERY EFFORT 8. N AREA -HA$ BRE LL 6C CJRTfES EAFO C7�}TRUCT FEATURES, EXPO WERE MO ECIC ED IN AN EFFORT MI� I I HE EFFECT. 9. T!� IS SIMiI�}7.�N�ACCURACY TO RE IF)E E(Jl/4RGEMENTS. EXCEPT BE 8-08-05 3 IC P,S.M;�S # 5627 - W1R I` > REGISTERED ENGINEERS AND LAND SURVEYORS. NOT-VALIDW,dyHT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SUR EY b1E>ri MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB -43 REF 2H-99 &1w 1ss Vr. 011-To5BO1WE asu Omars�•o J V4 11HU"Millero NowOimcgons In Planning, Vaign 8 Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7 - PARCEL C) (EXHIBIT A) OR: 4089 PG: 3531 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 00028'34" East, 1817.05 feet, to the POINT OF BEGINNING; (Point Number 633, Northin ,-7052.84, Easting, 482778.16); Thence leaving said west line in straiAht� r e 5e e #ough the following vertices, (Points 633 through 637 inclusive) %)``ss \v gyp\ Point Number 634, Northing, Point Number 635, Northing Point Number 636, NorthR, Point Number 637, North' , Thence South 1500115" W Number 638, Northing, 763 Thence along the west line 633, Northing, 763952.84, ion 33 North 0W 778.16) (POINT of said Section 33 (Point 59.98 feet to (Point Number Containing 0.01 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. Offices strategically located to serve aur ellents 000.649.4336 NaplesVorporate Office 3200 Balley Lane, Suite 207 • Naples, Florlda 34105 • 239 649 4040 • Far 239.6435716 erzvmes /sewe V1.ou roseowve WIlSOnmJJ/eGCnm mi/zsa�ao--o 1 WllsanMllleglnc. — FL LIC / LFLneege O GP WilSdnMillero OR: 4089 PG: 3532 New OirmUons In Planning, Oesign & Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (W ILSONMILLER 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 89000'45"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: 4/23/03JER co, 2. NEGATIVE SCALE: 1:36000 /�L 3. PIXEL DIAMETER: 2.5' // (.i "IN 4. TARGET SCALE: 1"=500' ����5. SCALE NOT TO EXCEED 1�5Q0'.0--_ 1 _6. THIS IMAGERY HAS NOTBE OI�THQCgR ECER TO MEET MINIMUM TECHNICAL STANDARD OlJAIfaN kl tM�1 CY TID11 DARDS. 7. VERTICAL ELEVATION C A S fl �C ljy� C-R O}y PLACEMENT. EVERY 8. IN AOEFFOR. S WHERE TALL f T HAS BEEN)S�H)S E PECF R�ICAL FEATURES. R R?fES LE TOB TRUCT FEATURES, EXP ;W., ERE MO Ail ED IN AN EFFORT T . MINIM �E HE EFFECT. 9. T UCT IS SIMILA`kZ(, ACCURACY TO RE FIT 9� N RGEMENTS, EXCEPT Jq DJGITAL FGiX�T.�� � 8-08-05 °j :&M.-LS r:&M: LS # 5627 Alt n WIL�JlCGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALI(.0, FETE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEY�IREN, PER. NOTB SED ON LL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB -43 REF 2H-99 erzsrzooz 1s 6V�'oil. rosarnraE cwa Quiz-so1.da. o I WilsgnMiliff OR; 4089 PG; 3533 NewDilections In Planning, Design & Englneedng 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 00028'34" East, 2199.96 feet, to the POINT OF BEGINNING (Point Number 6394 -Northing 763569.93, Easting, 482781.34); Thence leaving said west line in 640 through 980 inclusive) / Point Number 640, Northing, Point Number 641, Northing Point Number 642, Northin , Point Number 643, Northin Point Number 644, Northing Point Number 645, Northing, Point Number 646, Northing, Point Number 647, Northing, Point Number 648, Northing, Point Number 649, Northing, Point Number 650, Northing, Point Number 651, Northing, Point Number 652, Northing, Point Number 653, Northing, Point Number 654, Northing, Point Number 655, Northing, Point Number 656, Northing, Point Number 657, Northing, Point Number 658, Northing, Point Number 659, Northing, Point Number 660, Northing, Point Number 661, Northing, Point Number 662, Northing, Point Number 663, Northing, Point Number 664, Northing, Point Number 665, Northing, Point Number 666, Northing, .06, Easting, .88, Easting, ,�7, Easting, 763331.81;1=asting; 453399.84 763334.02, Easting, 483414.14 763342.32, Easting, 483437.06 763347.94, Easting, 483449.18 763360.06, Easting, 483461.31 763373.81, Easting, 483471.01 763394.88, Easting, 483483.15 763427.19, Easting, 483496.87 763462.00, Easting, 483513.06 763497.56, Easting, 483527.62 763538.81, Easting, 483545.40 763643.81, Easting, 483592.50 763716.37, Easting, 483621.69 763749.09, Easting, 483633.86 763789.50, Easting, 483648.90 763817.55, Easting, 483659.62 763850.94, Easting, 483672.38 the following vertices, (Points Off/cos strateglcally located to serve our cllents 900.649.4336 Noples/Corporate Office 32010 Bailey Lane, Suite 200 . Naples. Florida 34105 • 239 649 4040 • Fax 239.6435716 ri=n Issezu vw.on-roseowve wllsonmll/eccom aulz-soww-o 1 W/IsonMlnetlnc. — FL [Icl LFC0001>O CrO �Isdamiller OR: 4089 PG; 3534 New Direclions 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, Easting, 4@3796.22 Point Number 682, Northing, 764284.X7'. int$�4 66 Point Number 683, Northing, 764�'}���g}W� sting, 483 ,-0 Point Number 684, Northing, 7 7 X44, Easting, 48382 5f{ Point Number 685, Northing, y 45,5 9, Essting, 483773. Point Number 686, Northing,/`769 s88,FasUng-4$3 93.25 Point Number 687, Northing, 76 633,5 Ea9fin2 483 9 - Point Number 688, Northin , 7646 4. 1', a ti , +p3��,PO.' ��1i C Point Number 689, Northin , 7846 7.�� a$firf r 883888 p Point Number 690, Northing '6 6; : 6 Point Number 691, Northing, 1 47.31, Easting, 4, X911�. 2 Point Number 692, Northing,` 54.86, Easting, 4812 (� Point Number 693, Northing, 764 9h, 72, Easting, 4839 , 7 Point Number 694, Northing, 76 - B.�Easting, 483949,;1/ Point Number 695, Northing, 764884 Z5)"titre 483g6o,653 Point Number 696, Northing, 764917.9 , E- Tet +1•��973.56 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 l� I.. VV. U,FTOSBIXiNE w3,s.sa-o�rv. n v IFI3gJIMillef OR: 4089 PG; 3535 Now Directions In Planning, Design & Engineenng 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, 4$4414.28 Point Number 728, Northing, 766193.94; On§; ?9.63 Point Number 729, Northing, 766 0 fff:a!§Mrfg--484 sting—,4 Point Number 730, Northing, 7F 3 Easting, 4845x0 Point Number 731, Northing,663.Easting, 484542. Point Number 732, Northin / 66- 5g,. 78. Point Number 733, Northing,176�267 0, Eagfir� -48` 6091 Point Number 734, Nc h Point Number 735, Northin , 72 gy�M a ti665i7 Point Number 736,Northin(76'2 0- 3,,•E-�sstt`nd;�f8469 i7 Point Number 737, Northingii. .81, Easting, 4 745.82 Point Number 738, Northing,.57, Easting, 4W83�Point Number 739, Northing,13, Easting, 4848Point Number 740, Northing, 49,Easting,48485Point Number 741, Northing, _ fin�$4.8� .6'3 Point Number 742, Northing, 766270.7 1 E�srliC0.54 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 Irzd3IN615 70 Ve 011 -TO ORN auiasa�ao--o CA0 WIISOnMiller' OR: 4089 pre 3536 NewDOengons 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, 766368.57 tin 225.59 Point Number 774, Northing, 76637. ,�i 44 Point Number 775, Northing, 76 asting, Point Number 776, Northing, 7 .49, Easting, 48642 6 Point Number 777, Northing, 66 sting, 486498. Point Number 778, Northing 76 8 . as ' g, 04.8 Point Number 779, Northin , 7 9 in 09 Point Number 780, Northin , 7 3 9. a ti , Point Number 781, Northin 2 7. ti 64 6 Point Number 782, Northin .43, i 64 Point Number 783, Northing, 43.12, Easting, 4 534 Point Number 784, Northing, ei8 9.31, Easting, 4 9 _© Point Number 785, Northing, 7 619 03, Easting, 4864 Point Number 786, Northing, 76 �� asting, 4 Point Number 787, Northing, 7661 9 45 Point Number 788, Northing, 766114 .21, s In 27.1 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 xaveovs,sxre yr on.mseow+e ou,xsau,a-o 4 WsonMillef OR: 4089 PG; 3537 New Dilemons In Planning, Design 6 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, Eastinpq� 48..83 Point Number 820, Northing, 76489 as Inc t 871 5' Point Number 821, Northing, 7649.; Ea's4ing, 48Tf _?3 Point Number 822, Northing, 764$27, Easting, 48719 1 Point Number 823, Northin6 q 3_-€2(sting, 487217.7 \ Paint Number 824, Northing76 8 :09; €asti g, 4&7 24.13 i Point Number 825, Northrn 766 43 lin 87�357 Point Number 826, Northin , 7 143.4 a tii 'K t Point Number 827, Northin ,,.7 12. a ti8726 .$ Point Number 828, Northin t :6 9 6,' n 4872 Point Number 829, Northing, 14.48, Easting, 48F92 1 Point Number 830, Northing, 666 6.01, Easting, 48X8? .5 / Point Number 831, Northing, 765;436 Easting, 4873 6� Point Number 832, Northing, 7zb? .Easting, 48.7 Point Number 833, Northing, 7=12=25 �tin�,Z,38�.51 Point Number 834, Northing, 765142.75, Easting',-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 7rzena is gvx on-toseoneaE au,zsa-wo-o �IsionMiller° New Direclians In Planning, Daslpn 8 fnglneenng OR; 4089 PG; 3538 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,.Eastin487343.04 Point Number 866, Northing, 7642%0 '%An ,4-8�7y�/'15.91 Point Number 867, Northing, 7641 3i�8 Eastina 572 11 Point Number 868, Northing, 764 ;; ^'2, Easting, 487287 0 Point Number 869, Northing, rr641,7Q.43;-Easting, 487281.8 Point Number 870, Northing,41 ,066!01; €astir . 487 79.94 Point Number 871, Northing.. 764 48-06 r stin 87 64 Point Number 872, Northin , 7 1 d2�1$, a ti y , 7, � . Point Number 873, Northin 0 5. Q a ti t. g , #8721.5 Point Number 874, Northing 76a 3 MU,'Easvng; 7176x9 w Point Number 875, Northing, %63 79.63, Easting, 9 .133.i79 Point Number 876, Northing, 61 ti7.19, Easting, 48 18'8 _0 Point Number 877, Northing, 76 21 18, Easting, 48709`: J Point Number 878, Northing, 76382 h asting, 4470954.'33 Point Number 879, Northing, 763803. mg, 4 1`0,5: 0 Point Number 880, Northing, 763774.09 Easti -1 6980.71 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 JINKOS f55TB Vv 011-NSBOPNE cV UJ]125DLW0.-0 U�O IN' fIsgnMillef 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,..E-astin 1,4866731.38 Point Number 912, Northing, 762848: ; �siing,_4�67'8,.85 Point Number 913, Northing, 76�82q�J-Easting, d867t)0. Point Number 914, Northing, 7,13r2 #25, Easting, 48672 8`5 Point Number 915, Northing„762 65-.69;-Easting, 4 ¢732. `(( Point Number 916, Northing /76 3 :'51'; ani g, 6�(36.4T Point Number 917, Northin , 7 74 Qr Win 86�7�3 0” Point Number 918, Northin , 7 685.1, a ti§7 �Y� Point Number 919, Northin�,i,.7` $6,0 8� � f 867 2 Point Number 920, Northin r7. 2%82.69, Ezi 67 Point Number 921, Northing,'7\6531.00, Easting, 4 �,T62 72 Point Number 922, Northing, Y6,2 z6 81, Easting, 484`X6 Point Number 923, Northing, 7654 82, Easting,48677' 2 Point Number 924, Northing, 76 46416 astinJ48Crt4�+ Point Number 925, Northing, 762412 R- 471q'y ' ((`+7, §22 Point Number 926, Northing, 762386.82, Eazfn%g 86708.38 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, 486452.09 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 7/$6'MY ISSTF9 Ver O11 -TOMB E W1l M]ItS01U10.-0 7 'a" VI30nMillef OR: 4089 pc: 3540 NewOirwfims 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, 761702.00,,Eastin i485653.82 Point Number 958, Northing, 761706;92; a in 48046.85 Point Number 959, Northing, 7617 �3j�Easting,-4853�MA Point Number 960, Northing, 7611 .02, Easting, 48512'14 Point Number 961, Northing,X61 fk-:28i-EikMin6484966.b7 Point Number 962, Northing 761640`.'46, Easigg, 484 75.59 Point Number 963, Northin , 7 160 E;d§ i 75 x'7-&'0 a- 7 Number 964, Northin 75P9 59,ati , .845} Point Number 965, Northin „7 5�0. ti 9,48436 .29 Point Number 966, Northin '7\1435:44, `Eosfing 4� 23 �76 Point Number 967, Northing, .6\' 13.91, Easting, 48Z135J81 Point Number 968, Northing, 6 3.60, Easting, 4t- .0t ..8 Point Number 969, Northing, 7 065.,20, Easting, 48400 Point Number 970, Northing, 76 8 i 6'1-,Easting, 4@3 -31 r- _._ Point Number 971, Northing, 76070 16 1'. 0 Point Number 972, Northing, 760599.26. Easfinn .483708.75 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 7l16'Ma 155810 Vv 014t0.58gUiE 6 rosizs0�-a WismMillef OR: 4089 PG; 3541 Nnv Directions In Planning, Design & Engineering Thence South 54023'47" 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 00028'34" 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 89000'45"East. �\Hi C il� xavmos. isare va. on, Taseo"rE wu oaizso4ao-." N6 f 1171 iller� NewDirectlans In PWnning, DoslgnB Eigineenng OR: 4089 PG; 3942 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (W ILSONMILLER 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/: 2. NEGATIVE SCALE: 1:36000 / 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TOEXCEED 1"= 6. THIS IMAGERY HAS NO B TECHNICAL STANDAR S 7. VERTIQAL ELEVATION EFFORT HAS BEEN MA E 8 IN AREAS,WHERTALL EF?d,�yU , SAFE MC 9 TF11 [3W. TaS,SIMI LS # 5627 co IRES OR IN AN EF FROM AERIAL PHOTOGRAPHS HAVING URACY TO REClf'IfPIrzQ FNL i DATE 8-08-05 tril��il � �rdiII�1L�Lld ACEMENT. EVERY \L FEATURES. UCT FEATURES, EFFECT. EMENTS, EXCEPT W)LSONMIILEft ?REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VALID WIi7` T THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYORANf3 APPER. NOT B',4SED.ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB43 REF 2H-99 1rzmaco-1s 9v":011.tos NE =12- 4 -o 10 WI 71womiller AfmDiwdons In Planning, Design & Engineering DESCRIPTION OF PART OF 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7 — PARCEL E) (EXHIBIT A) OR; 4089 PG; 3543 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 00027'07" East, 220.66 feet, to (Point Number 984, Northing, 765658.70, Eastipg-48807 8) POINT OF BEGINNING; Thence continue along said east line,-,O.f 9djd1§ktrQh outh 00°27'07" East, 3573.53 feet to a point (Point Number 992, Northin_C65.29, Eastin6,YJ8 ,104.97) Thence leaving said east 993 through 1126 & 984 i Point Number 993, Northin , Point Number 994, Northin t,d Point Number 995, Northin Point Number 996, Northings t Point Number 997, Northing,\1 Point Number 998, Northing, Point Number 999, Northing, Point Number 1000, Northing, Point Number 1001, Northing, Point Number 1002, Northing, Point Number 1003, Northing, Point Number 1004, Northing, Point Number 1005, Northing, Point Number 1006, Northing, Point Number 1007, Northing, Point Number 1008, Northing, Point Number 1009, Northing, Point Number 1010, Northing, Point Number 1011, Northing, Point Number 1012, Northing, Point Number 1013, Northing, Point Number 1014, Northing, Point Number 1015, Northing, Point Number 1016, Northing, Point Number 1017, Northing, 07, Easting, 16, Easting, 82, Easting, 762066.81,-8 stIlid,=487787.03 762067.99, Easting, 487754.34 762071.31, Easting, 487721.79 762076.75, Easting, 487689.52 762083.46, Easting, 487660.74 762114.64, Easting, 487543.00 762125.06, Easting, 487508.67 762136.69, Easting, 487478.09 762150.30, Easting, 487448.33 762165.82, Easting, 487419.53 762170.43, Easting, 487411.76 762199.97, Easting, 487363.05 762212.73, Easting, 487343.09 762222.44, Easting, 487329.17 762230.71, Easting, 487311.72 762246.23, Easting, 487282.92 762263.60, Easting, 487255.19 following vertices, (Points Offices str81e01ca11y lecated to serve our clients 000.649.4336 Napla&Vorporate Ohlea 3200 Hailey Lane, Suite 207 • Naples, E7oF1da 34105 • 239.649.4040 • Far 239.643.5716 elevmos isseM vx 011-T� W112-501-016.0 wllsonmlllercom 1 W1110nMlll0000. — FL U0.1 LC-COVOVO CPO WiW07Miller* OR; 4089 PG; 3544 New Directions In Planning, Design d 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, 762561.45,.Easting _486911.61 Point Number 1033, Northing, 7625j3'st(o8 ,889.17 Point Number 1034, Northing, 76� 5 aEsting; 48 '33 Point Number 1035, Northing, 762 .21, Easting, 46}4� Point Number 1036, IN rthin (76 93 25 Fasting, 48680�z5 Point Number 1037, Northi, 76 47t:60 East, , �1 6791.3 Point Number 1038, Northi g 7 246716,9 ]-asU"t3 4 Z 6,S Point Number 1039, Northing, 2%36J(�9;La�i 4$6 86 4 Point Number 1040, North 62 9§ h�511E� i� gg486�2 22i Point Number 1041, North ir 8, .77�62 06.44, sting 486 3. �I Point Number 1042, Northin62514.93, Easting, 67 .6 Point Number 1043, Northing; 7i6 570.00, Easting, 4. 73`9.6 Point Number 1044, Northing, 7 0.12, Easting, 4867601 Point Number 1045, Northing, 76 �P 56, Easting,, 0676,57 Point Number 1046, Northing, 762 3& _ -st)n r $_07 8.93 Point Number 1047, Northing, 762702 8s8n3=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 ernrma ,ssaet yr on-loseawe 2 OAI2SOFW4-0 WMOHMiller' OR: 4089 PG: 3545 NewDlmdons 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,-EastingA87234.60 Point Number 1079, Northing, 764138'R,'%V`stihf % 7 9.46 Point Number 1080, Northing, 976�E-2-.75;-qasting, 8, a g, 48� 7j44 Point Number 1081, Northing.59, Easting, 48732q�k Point Number 1082, Northin % 487347 5 Point Number 1083, Northin6, 7¢4275:25. Eas ing 7381.1 Point Number 1084, North!, g, M,43 2,71 sti 4$$ Point Number 1085, Northi g, 64{i82li0 E�sir�g 5! 5 Point Number 1086, North! g 3$�1(5(1/E iri X87 7 I34 Point Number 1087, Northi ' 118.75; Ea�sting$87 9 Point Number 1088, Northin t 4512.50, Easting, 4,i 51 1 Point Number 1089, Northin a!6 583.63, Easting, k�i Point Number 1090, Northing, 76443�81, Easting, 487 X71 Point Number 1091, Northing, 7�46�, 594, East ing,_48756r , Point Number 1092, Northing, 764 0 �sf n ---40 4.12 Point Number 1093, Northing, 764772.56, Ea tints 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 fl29R0.G. t55BBt Va. otl-TOSBOiUIE .... OXI12504W4-0 WilspnMillero Now 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, 765654.64, Easting -47806.17 Point Number 1125, Northing, 765657�74ast�n p8; .8-38.74 Point Number 1126, Northing, 7§ 8'.70; Easting 48$§9 75 Point Number 984, Northing, 7651 Fasting, 4880�63) Containing 76.08 acres me Subject to easements of re Bearings are based on the County, Florida being Nortl e tom, vie,-.� u.. 0331z -e J OR; 4089 PG; 3546 OF BEGINNING Range 28 East, Collier WIlsonMiller' OR; 4089 PG; 3547 New 0irecflons In Planning, Design 8 £ngineenng 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 89000'45"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 W ILSONMILLER DRAWING NUMBER 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03 2. NEGATIVE SCALE: 1:36000 ��?"K cou 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED =59 ' -TH 6. THIS IMAGERY HAS NOT/IBE �RTWO CMfRED IN� D 12 TO MEET MINIMUM TECHNICAL STANDARD O NATIO�IPL-=�_1\AP ANDARDS. 7. VERTICAL ELEVA7 EFFQ,RT HAS BEEN MAEAOIlIJ4PE TFj�C F R �GRIfICALCFEATURES. ERY 8 IN,(,1Rq!31yHERE TALL1ST UCTURMOR`TRESS L - QF �STRUCT FEATURES, EY(RpSU)2ES RE MOAT )(ED IN AN EFFORjO MI I� JIPEe�THE EFFECT. Cd 9 ` - 'IS SIMIUI �Iv\ACCURACY TO IF ED RGEMENTS, EXCEPT DJ6)FAL F�h21y1 T. 3Y ii' s-. i A 7�AE 8-08-05 WILSO t „'1=R,y- NC. REGISTERED ENGINEERS AND LAND SURVEYORS. NOT VA W-0THOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND MAPPER. NOT BASED ON FULL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB43 REF 2H-99 N!YlN5 16 1 Vs. 01'-TOS90PNE fMl] oaa+aso4ow-o C NNl m OR: 4089 5:39 ] �..�..�..�..d ,! I'll r = M. � OR: #bPG: 34 ,I! \ \ / , c m ! Al 1; OR: #bPG: /9 EXHIBIT A g I ?7 a OR; 4089 PG; 3551 0 wn m m N ro u.J 90 L19 N „bf,B A05 � N rn m W rn A J W rn rnN ti p oy n�xnno�A2�U°s_�zA 2 (A y r=�oo�n:'aomn Zr opo m CA o �Nt C �On o�O�a2y Om �yz oa N� P .t![,1 A AOY�^i�OC T2� AA2p i� W H .3 m� L n 2 A � Y ➢ � 1" �!^ n Iry f'1 O�Wp� { i+ f]p�,' O * 2pANAmm O.pC AO mA 0 ayp .,l CntoA yin �nnm0 A�Z� O yt7"� m r;.�2 v^�i0o2m NZ 2 O �9(�] �O Ym Gm2i2 m2 A zti c o Oy A� po rnm0 �Aw �2a2A GA p '.7 z 2 v' h A02ct2 y; A R_f YWW � O 22bN� Op � O � � Om "t1nu erg Zy P (p m O (B EXHIBIT A G m x TyIYlI V1n H=n �m O➢�Y.TI z O9 O m➢'n �n=OY mU 2A��0A W e n'A D 022 z0^1TE CSA 2O0 y0 N ja OroMy UI �O �nt00Y YI'1 T20^ No ��z� A Ao<�m➢o0�2� A➢= Vl C�dmp n m �y 2�ri.1 Cln�r=1�•1 n1A'IZm A DOS * ZO^i Acnalnl r�A�C Aq mA C Amo Nz nmv 7co'v y 1.1• Ay In 20 t� c n � _ o Y 4 y.'r'H m2 yZOm�y �y 2 N � �m Z V � y�A02C➢Z12 yL � O iw �a> m o 22 mr�.lr 0o O Ok �C Cmo mlz'1 i,➢Y,1 yw T�j�y mo m`z� Nz h 1/1 !A to n EXHIBIT A Z.aoo/ i = :IIv e o n m _ ° OR; 40894�G:52 .94 49CE 3,4f.9ZA95 � o b roP N J N D N A Oo (7 n r - s D FF 8 u S S u y�y a mo 5 m o A t e �m CpU � 9` Om � 3y3y �oJo c G m x TyIYlI V1n H=n �m O➢�Y.TI z O9 O m➢'n �n=OY mU 2A��0A W e n'A D 022 z0^1TE CSA 2O0 y0 N ja OroMy UI �O �nt00Y YI'1 T20^ No ��z� A Ao<�m➢o0�2� A➢= Vl C�dmp n m �y 2�ri.1 Cln�r=1�•1 n1A'IZm A DOS * ZO^i Acnalnl r�A�C Aq mA C Amo Nz nmv 7co'v y 1.1• Ay In 20 t� c n � _ o Y 4 y.'r'H m2 yZOm�y �y 2 N � �m Z V � y�A02C➢Z12 yL � O iw �a> m o 22 mr�.lr 0o O Ok �C Cmo mlz'1 i,➢Y,1 yw T�j�y mo m`z� Nz h 1/1 !A to n EXHIBIT A Z.aoo/ i = :IIv o ZO �n�m`mA ro`m SOA A_oZOA �' o $ wm > D on �p y-ninOQ m�npm2�0 0, GQ f�mm=�O n'TFC A2oo�m No Cr+y:U t9 A A0�0�1AC• 2n AD Zr In O WTn "' av"i mm Cig��=m nmzm c�ar { Zoo�o�xA'vm yymA� o z�.,� d �� m�m�mmz nZ• o o y. m nt2 y2�ni�v p, 2 MT [�•f� rno Nu�gAZA crnA O v, naC�s'0 iu -`3 mzN� mz (0 " EXHIBIT A H OR; 4099 PG; 3953 i N IU r cam' ti m A m O .. g�o O N� 70 A N NBYWVSC 1599A5' p N m 2- iii➢�na��DA2�Li-�ZAy vsv oAo Z p n WE pLln D rC]n 0--�n6�� mmYNO�`I^�C. Y2a04n oc x 7 AD � NO3a+�j O�O=�pin �.20� N IU r cam' F OR: 4089 PG, 3554 XSQ�G'OTE - ]5]0.10' i 9 DO m v r m V o a I �L I ti m .. 70 2- iii➢�na��DA2�Li-�ZAy m - Z p n WE W. nx'..U..] D rC]n 0--�n6�� mmYNO�`I^�C. Y2a04n Omi�m ii H 7 ObNO y � NO3a+�j O�O=�pin �.20� cn '�A°fon �viy�m=goo=a anxu. a �w�� 0 : iomo�o�=aro via min a,,,�opc amaA pm, O0 �y�.ry Cm�Ay�mnmp �m2� O 1-3 2 w 22 -X20➢�aY Oy I+J zrn y =n OC phi AXA'Iz z �'2 ro J� �M(po uo �Wo2A2A �� a ^� z m y ro02czjS °i zo v� ro o0 � �mY a-Imml- omewm 3 oa ey yw � g� y w m roti � ma m n I m" �m o EXHIBIT E F OR: 4089 PG, 3554 XSQ�G'OTE - ]5]0.10' i 9 DO m v r m V o a I �L I c m tlIz� 1� _ 6 +OR: 4089 PG: 3555 oav I m �Jm J y � � o rn � b y b a�H�O A�oionClNmp L� za O �➢mZy�YO^aZ�����0 =O q N D rp-Ipy YDO �I to zo^I��C�D p� to 2ppin �- y W f]x0 H'Uy 77n o22 Ymm z � n � y vmiO3�Nm�oY D C-2nm A ZA tit <nzo�x�vo SN'^n � m Io mom A r H - m Oj 2 as p o ZZ Y20D=�Y a � J 1 m n m n m� ��"aOcDZj2 m N n mo N Z DYLb m� Op �? i O n >mQ, c m tlIz� 1� _ 6 +OR: 4089 PG: 3555 oav I m �Jm J 1NIOd US. ti rn � y a�H�O A�oionClNmp L� za O �➢mZy�YO^aZ�����0 =O WE b D rp-Ipy YDO �I to zo^I��C�D p� to 2ppin �- y W f]x0 H'Uy o22 Ymm '120Y y vmiO3�Nm�oY D C-2nm A ZA tit <nzo�x�vo SN'^n Io mom o z�moz�a �Q�� H Oj 2 as H � ZZ Y20D=�Y �N2 m� ��"aOcDZj2 y; o CNN N Z DYLb m� Op �? i O n >mQ, ❑ z012'Ib Wm D zm Y M o y V�a;y Ielp (0 m o (D ' EXHIBIT E 1NIOd US. tit as 1NIOd US. OR; 4089 PG; 3556 ti a" b omxmm n,`^,lz ommma�oA M m ,9E661Z 3.VMZ 'O Zo ;,1n m�m�o�noZao�oA \r \X 4 � ab �o D Z �m Cl �' S I � ev 'p2 � OR; 4089 PG; 3556 8 ti a" 4.... omxmm n,`^,lz ommma�oA m ,9E661Z 3.VMZ oa Zo ;,1n m�m�o�noZao�oA \r \X 4 � 8 ti a" `� omxmm n,`^,lz ommma�oA m oa Zo ;,1n m�m�o�noZao�oA �o D om22o ^�T�oao y�Za �m I � ev 'p2 � z aonomaoc�zm Amz� w zMo n m 0. Az Iz2um O A;il A rn.�1= U� > AmmA O �m0� O o Cyi]� 'Zn ❑ C��AyNcnnmO im m�mc�m mz az o o y i-, .FAQ n 22 tn2On, C= �m n�ccF'�r.i zms 2 � a- o �m o om .H. b''mz Nm 2 c�a AaA �'m p �i3 'A m0 nwAa2n2 A o amz o oA m um 'W on n >w aA�a0 2b yw moi?>,mi mo N zn m� S� �n am Ic pm m~ o (p " EXHIBIT E 8 OR: #3PG: 3g �) EXHIBIT B 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 20th 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 d Rao to Owner Stewardship Credits, all pursuant to Section 4.08.06 of e l i 4r� Development Code. WITNESSETH: WHEREAS, L' boundaries of the F District") located in C Sending Area Applia Florida; and acres of land within the Overlay District ("RLSA subject of a Stewardship ✓ner with Collier County, WHEREAS, Own voluntarily requdgtegl AV he 985.4 acre parcel legally described in the attache it "A" (hereinafter r d to as "LTR SSA 7") and depicted on Exhibit "B" be n as a p Sending Area in accordance with and pursuant to Section Q of tLh oI County 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- OR; 4069 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: 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 -P'). 2. Land Use Lavers The following Land 4.08.06 B.4, of the Collier` LTR SSA 7. / Approximatelyin within the Cam N associated He Within LTR SS on 985.4 acres. N as depicted on E from and after the as aoscrm are hereby remaining Land ,\�`C", cannot be c igbation of such land Land Use Matrix in Section d from and prohibited within of LTR SSA 7 are \rea (FSA) and its estoration zones. hereby eliminated vulture — Group 2, iculture — Group 1 Within the 985.4 acres bf�IfT n Land Use Layers 1-6, inclusive, are being eliminated, 459.0 acres ar ere signated 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.f(5). 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- OR; 4089 PG; 3960 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 be r Stewardship Receiving Area (SRA) in exchange for the developme p eight Stewardship Credits for the development of one acre of 01 SRA. 1 p, 5. On lands within LT Y h' er 1-6 have been eliminated, which are not design o to r to at to , I n e e measures will be those customarily utilized in h r ti So th e � orida. These customary measures may, inclu o ing, resat b mn echanlcal brush control ('chopping") and other is and nuisance ci s oaty0l, fence construction and maintenance, selective t (rr of trees, and it d road maintenance. On lands within LTR wn hich Lan ayers 1-6 have been eliminated and which are designated for re 'a ii I ement measures will consist of one or more of the following: mowing, br earl , and 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- 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 assigns and successors in interest County shall not grant or approve, beyond those specifically authoriz as an SSA, the owner shall e' violation of Sections 4.08. conversion of agricultural s�s� 9. Effectiveness This Agreemen conditions and obligat and may be enforceab Collier County. In the connection with or for entitled to an award of court of competent jur proceedings. 10. Easement Agreement described in Exhibit "A" as an SSA, the Owner, its to LTR SSA 7 shall not seek or request, and the any increase in the density or any additional uses i is ent. Upon designation of these lands �h�Z P st, and the County shall not in d 3, therea tjf t or approve any expansion or that either parry orcerr of this S e attorney's fees, CTW b both parties. The terms, nts that run with the land V�r the 20th Judicial Circuit in S�titute legal proceedings in e prevailing parry shall be J expenses, to be taxed by a any court trial and appellate 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- OR; 4089 PG; 3562 12. Successors and Assigns As used in this Agreement, the term `Owner' 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 Frank Approved as to form an legal sufficient W��' By: Assistant County A \SIE CIRI WITNESS :SP#AVT -bA121UN Name i w Si ttu Name Sv.'r� Signature ATTE IO.., OW15TI CLERK ;zr°4e- V9 s i �tnatilgV�4 ol#1.. o, LAKE TRAFFORD RANCH, LLLP a Florida limited liability limited partnership Thomas M. Tavlorr"'., Its OR; 4089 PG; 3563 State of Florida County of Collier The foregoing Stewardship Sending Area Credit Agreement was executed before me this ' day of 2006, by Thomas M. Taylor and Christopher L. Allen, as e\,ar%&Q;mas for the Lake Trafford Ranch, LLLP. NOTARY PUBUC-STAIE OF FLORIDA WBetsy Blanco Commission 1 DD391818 Egplres: PEE, 01, 2009 Bonded Thm AUnntic Bonding Co., Inc. Notary Public J Name: (� Certificate No. My Commission Expires: '---,'IrE CTRL% e -I t" CAO Exhibit "A" Exhibit "B" Exhibit "C" Exhibit "D" Exhibit "E" Exhibit "F" Exhibit "G' Exhibit "H" Exhibit "I" OR: 4089 PG: 3564 LIST OF EXHIBITS LTR Stewardship Sending Area 7 Credit Agreement LTR SSA 7 Land Legal Description LTR SSA 7 (985.4 acre parcel) depicted on Map of SSA Land Retained Land Uses Restoration Areas Legal DescriptirFWS5 7 Restoration Areas Natu�a,rft oGrr e Index A'Ss ant Worksheet (Credit Summary L 1j m Easement Agreement IJIsonMilller OR: 4089 PG; 3565 Noweimefions 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 comer 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, E�` Thence leaving said north line ins + ' e ugh the following vertices, Points 4 through 562 inclusive. Point Number 4, Northing, 77 05.. as ng ams .64 \ Point Number 5, Northing, 7 10 0.4 , ti 8624 .81 Point Number 6, Northing, 1 Point Number 7, Northing, 71 7 9, a 8 Ring� Point Number 8, Northing, t 8 41. E - Point Number 9, Northing, tt0 2. 0, Ea4 0.3 PointNumber 10, Northing, 8.75, Easting, 48 .1 Point Number 11, Northing, 7 .93, Easting, 486 �0 Point Number 12, Northing, 77 Easting, 48603 Point Number 13, Northing, 7710 sting 48s 1 Point Number 14, Northing, 771025. Vit" . 8 Point Number 15, Northing, 771023.68, as 983.65 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 O//ices strategically located to serve our clients 800.649.4336 Nap/escorporale Office 3200 Bailey Lane, Suile 200 • NapleS, Florida 34105. 239 649 4040 - Fax 239643.5716 wilsonmLller. com WM2 16 1 Va 016TOSMRNE 1 M13Sq.s-0 WnspnMlllsSlw. —FL Llc./LFCOOe Ve M wiispnMiiler- OR; 4089 RG; 3566 Now 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 , g 28 Point Number 47, Northing, 77088. 2 . Point Number 48, Northing, 770 , asting, 485 3'1 Point Number 49, Northing, 77 7 6, Easting, 485049. Point Number 50, Northing, 7 07 i a ing,.4650 0.12 Point Number 51, Northing, 70 38. st 4850 9.41 Point Number 52, Northing, 7 iA , Point Number 53, Northing, 77 0 .4 E sin , 4 Point Number 54, Northing, 1i 4 6048. 5 [— Point Number 55, Northing, 7 . , Easing, 4 49. Point Number 56, Northing, 2.57, Easting, 485 5 Point Number 57, Northing, 7 00, Easting, 485 �® Point Number 58, Northing, 77 Easting, 485036 Point Number 59, Northing, 7704 pg X85 Point Number 60, Northing, 770419.islr gig Point Number 61, Northing, 770376.81, as 030.97 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 Ll wLYd0S155801 Vx011-TOWWNE GP est swwo-.0 2 �Is�nMillere 3567 NowOireclions in Planning, Oasign & Engthmnag OR: 4089 PG: ° Point Number 78, Northing, 769346.76, Easting, 485067.10 Point Number 79, Northing, 769325.44, Easting, 485061.09 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 .97 Point Number 93, Northing, 76908 Point Number 94, Northing, 769 asting, 485 123 Point Number 95, Northing, 76 0 Easting, 485223. Point Number 96, Northing, 7 90twig 5 0.22 Point Number 97, Northing, 69 8. sf g 48 2 1.59 Point Number 98, Northing, 69 6 . s Point Number 99, Northing, 76 6 1 E sin , 4 Point Number 100, Northin 0 7 t- , 529 .2 Point Number 101, Northing 0 75, asting, 30 . Point Number 102, Northing, ` 18.19, Easting, 48 09. 0 Point Number 103, Northing, 6.07, Easting, 48 2 Point Number 104, Northing, 7 7, Easting, 48531 Point Number 105, Northing, 768 tin Point Number 106, Northing, 76893. fir c�7 4 Point Number 107, Northing, 768911.31, g-,4 322.75 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 8'lY'OOS i55BY1 Ver. 011-TOSBORNE 0]TISEOV414�0 3 G WFISOnMillef OR; 4089 PG; 3568 NewDmYons 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, 768479.5 n , 5 3.56 Point Number 139, Northing, 7684 1 Point Number 140, Northing, 76 asting, 48 Point Number 141, Northing, 7 .94, Easting, 485912. Point Number 142, Northing, 6 �j50; Easting, 48 30.6 Point Number 143, Northing 76 58.9tin , 485 49.75 Point Number 144, Northin , 76¢ Point Number 145, Northin , 7 4 a tiro ; Point Number 146, Northin 8598 9 F --(Point Number 147, Northing 31, asting, 001. 5 Point Number 148, Northing, 58.94, Easting, 48 7. 3 Point Number 149, Northing, 9.37, Easting, 48 7 p Point Number 150, Northing, 7 6, Easting, 48609 Point Number 151, Northing, 76 X31 �4 Point Number 152, Northing, 76841 . V 0 Point Number 153, Northing, 768399.25, ti , 183.31 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 W1IDY MWI VI Oil-TOSBOflNE 4 flsbMiller OR: 4089 PG; 3569 Now 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 n 67 2.43 Point Number 185, Northing, 7681 �„ 67 . 7 Point Number 186, Northing, 76 , asting, 48 Point Number 187, Northing, 7 8 .69, Easting, 486800. 6 Point Number 188, Northing, 684 . in 4_�6 16.2 Point Number 189, Northing 76 13%`�`�, satin , 486 29.15 Point Number 190, Northin , 7 Point Number 191, Northin , 7 1 9. lalt.! , Point Number 192, Northin 1 �S 683 .3 Point Number 193, Northing 0 .32, asting, 832. Q! Point Number 194, Northing, 76.57, Easting, 48 8 4 Point Number 195, Northing, .00, Easting, 48 Point Number 196, Northing, 7 7, Easting, 486804' Point Number 197, Northing, 768 F���� Point Number 198, Northing, 76802. t€�tin�; .21 Point Number 199, Northing, 768018.83, a 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 BR.'Ytl¢S. 1!5801 Vm. 011-TOSBOPNE 1wlzsowa • o Ap I IlisonMillere OR: 4089 PG; 3570 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, 767216.9 n 70. 1.66 Point Number 231, Northing, 767190„thi- 5 Point Number 232, Northing,71.813 L$ fasting, 48iD�ri, Point Number 233, Northing, 7 7 6, Easti (% ng, 487084. Point Number 234, Northing, 67 4-1 T. Easting, 48,79989.7 Point Number 235, Northing 76 093.3 as in, 487{01.06 Point Number Point Number 237, Northin , 76¢0 8., Northin 76 0 4, as jti� 1 . Point Number 238, Northin ,� 20,28,. J 111���gggggg ” 15 Point Number 239, Northing ,Ofi3,44, Easting, � 3✓37124. 2 4� Point Number 240, Northin , 76 99.36, Eastin , 487k 7. 1 Point Number 241, Northing .4 Easting, 487 9 Point Number 242, Northing, 79 97�3,36, Easting, 48713J)2� Point Number 243, Northing, 766- 1 $2�255Easttrnq 4&7 Q - Point Number 244, Northing, 766917 56Ni*tin�;;#¢1'5 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 8RY10[A ISSE01 Ver 011-T0590RNE OR113501-016-0 WilspnMiller OR; 4089 PG; 3511 NewDlrOlons 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, 766384.3 , n a 62 5.91 Point Number 277, Northing, 7663 6� T Point Number 278, Northing, 76 ,Easting, 48 Point Number 279, Northing, 7 6 .07, Easting, 485924. 9 Point Number 280, Northing, 66 ting 4�5 97.8 Point Number 281, Northing 76 37 .56, a in , 485 71.06 Point Number 282, Northin , 7 Point Number 283, Northin , 7 3 7. a ti , Point Number 284, Northin .��1 574 .6 E-* Point Number 285, Northing 3 .00, Easting, 715. 9 Point Number 286, Northing, 57.25, Easting, 4 8 5 Point Number 287, Northing, .25, Easting, 48 Point Number 288, Northing, 7 4, Easting, 4856 Point Number 289, Northing, 766. Point Number 290, Northing, 766348. jfng .50 Point Number 291, Northing, 76634 .19, Eas 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 �155WI Ve.011-TO58ORNE 7 Mi Ol]13SOIpO-0 C,1 WilsdnMiller OR: 4089 PG; 3572 New Oimclions In Planning, Oesign & 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 n 8.90 Point Number 323, Northing, 7662 $ Point Number 324, Northing, 76 Easting, 484 Point Number 325, Northing, 7 6 .88, Easting, 484916. Point Number 326, Northing, 66tin 00.9 Point Number 327, Northing 76 293. 2, a tin , 484 93.69 Point Number 328, Northin , 7 . , Point Number 329, Northin , 7 2 7. , a ti , Point Number 330, Northin 86 7 Point Number 331, Northing 300.69, Easting, 852. 1 Point Number 332, Northing, 03.69, Easting, 4 1. 8 Point Number 333, North' .68, Easting, 4 Point Number 334, Northingng, , 7 Easting, 4848 Point Number 335, Northing, 766 tirig�ti . Point Number 336, Northing, 766309.ng; .83 Point Number 337, Northing, 766311.25, Eas 4791.13 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 axttc+ssea vx o,4toseowue 8 oxv+zsoawo--o L� Wils6nMiller' pp9 New Directions In Planning, Design B Engineering OR ; 4089 PG ; 3573 Point Number 354, Northing, 766194.37, Fasting, 484387.66 Point Number 355, Northing, 766186.81, Fasting, 484370.31 Point Number 356, Northing, 766184.19, Fasting, 484362.03 Point Number 357, Northing, 766181.50, Fasting, 484353.72 Point Number 358, Northing, 766177.75, Fasting, 484331.84 Point Number 359, Northing, 766176.25, Fasting, 484309.97 Point Number 360, Northing, 766177.37, Fasting, 484299.83 Point Number 361, Northing, 766177.87, Fasting, 484295.30 Point Number 362, Northing, 766178.50, Fasting, 484289.62 Point Number 363, Northing, 766181.94, Fasting, 484270.28 Point Number 364, Northing, 766183.06, Fasting, 484263.97 Point Number 365, Northing, 766192.82, Fasting, 484245.13 Point Number 366, Northing, 766207.93, Fasting, 484231.56 Point Number 367, Northing, 766218.50, Ea ti , 484222.50 Point Number 368, Northing, 766237. n 9.69 Point Number 369, Northing, 7662 6$ t� Point Number 370, Northing, 76 , Fasting, 484'2 Point Number 371, Northing, 7 6 .94, Fasting, 484205. 0 Point Number 372, Northing, 66 2�tin 14.9 Point Number 373, Northing 76 33 .35, tin , 484 20.26 Point Number 374, Northin , 7 9. Point Number 375, Northin , 7 3 .2 Point Number 376, Northin 424 6 N Point Number 377, Northing r7$ 379.87, Fasting, 261. 2 Point Number 378, Northing, 97.19, Fasting, 485 Point Number 379, Northing, 1.93,FastIng , 4 -0 Point Number 380, Northing, 7 Easting, 4844 F�4 Point Number 381, Northing, 766 ting - Point Number 382, Northing, 766647. irq, .25 Point Number 383, Northing, 766463.56, Eas , 84275.28 Point Number 384, Northing, 766421.93, Fasting, 484302.35 Point Number 385, Northing, 766419.12, Fasting, 484298.22 Point Number 386, Northing, 766410.19, Fasting, 484284.50 Point Number 387, Northing, 766397.25, Fasting, 484258.63 Point Number 388, Northing, 766387.04, Fasting, 484246.75 Point Number 389, Northing, 766381.93, Fasting, 484240.81 Point Number 390, Northing, 766368.19, Fasting, 484223.03 Point Number 391, Northing, 766352.00, Fasting, 484207.66 Paint Number 392, Northing, 766335.01, Fasting, 484197.15 Point Number 393, Northing, 766328.14, Fasting, 484194.60 Point Number 394, Northing, 766313.18, Fasting, 484189.06 Point Number 395, Northing, 766293.75, Fasting, 484185.84 Point Number 396, Northing, 766276.00, Fasting, 484185.84 Point Number 397, Northing, 766267.92, Fasting, 484186.60 Point Number 398, Northing, 766259.00, Fasting, 484187.43 Point Number 399, Northing, 766239.62, Fasting, 484192.32 eaaaoos.,sseo, vx on.rosaogHE 9 Point Number 400, Northing, Point Number 401, Northing, Point Number 402, Northing, Point Number 403, Northing, Point Number 404, Northing, Point Number 405, Northing, Point Number 406, Northing, Point Number 407, Northing, Point Number 408, Northing, Point Number 409, Northing, Point Number 410, Northing, Point Number 411, Northing, Point Number 412, Northing, Point Number 413, Northing, Point Number 414, Northing, Point Number 415, Northing, Point Number 416, Northing, Point Number 417, Northing, Point Number 418, Northing, Point Number 419, Northing( Point Number 420, Northin , Point Number 421, Northin , Point Number 422, Northin , Point Number 423, Northing Point Number 424, Northing, Point Number 425, Northing, Point Number 426, Northing, Point Number 427, Northing, Point Number 428, Northing, Point Number 429, Northing, Point Number 430, Northing, Point Number 431, Northing, Point Number 432, Northing, Point Number 433, Northing, Paint Number 434, Northing, Point Number 435, Northing, Point Number 436, Northing, Point Number 437, Northing, Point Number 438, Northing, Point Number 439, Northing, Point Number 440, Northing, Point Number 441, Northing, Point Number 442, Northing, Point Number 443, Northing, Point Number 444, Northing, Point Number 445, Northing, dTY1WS 155�t Yep Ofl. TOSBCRNE 0]312SSOId6-0 WilsonMiller� New Directions In Planning, Design & Engineering 766228.69, Easting, 484196.76 766217.75, Easting, 484201.18 766197.56, Easting, 484210.91 766181.38, Easting, 484226.29 766170.87, Easting, 484241.62 766164.37, Easting, 484258.63 766163.02, Easting, 484263.94 766160.75, Easting, 484272.74 766157.12, Easting, 484286.91 766157.57, Easting, 484297.85 766158.75, Easting, 484325.71 766158.75, Easting, 484341.09 766152.25, Easting, 484355.65 766145.82, Eastinq, 484366.16 766132.VY Gn � 72.63 at @Q7oa 7661�6c8�,� sting; Easting, 97 47.69, Easting, 19.38, Easting, B�87, Easting, a?.4, Easting, 765793.26, Easfirig-484205.25 765758.44, Easting, 484187.43 765728.56, Easting, 484170.47 765716.48, Easting, 484165.94 765702.69, Easting, 484160.78 765676.81, Easting, 484149.43 765650.13, Easting, 484144.59 765620.19, Easting, 484137.31 765606.43, Easting, 484135.28 765592.68, Easting, 484133.28 765571.69, Easting, 484129.22 765550.63, Easting, 484125.99 765528.68, Easting, 484123.40 765523.19, Easting, 484122.75 765516.94, Easting, 484121.63 765511.81, Easting, 484120.72 765500.49, Easting, 484118.72 10 E" OR; 4089 PG; 3574 WilsonMiller' 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,765150.3 ,�a n , 4�$4,.0 1.68 Point Number 461, Northing, 765100'2�,,'=t 5 1 Point Number 462, Northing, 76�5¢Faf , Easting, 483�39��$ Point Number 463, Northing, 71651)2 .62, Easting, 483983. 8 Point Number 464, Northing,('64,06:5IT-Ertsting,_41v3 68.3 Point Number 465, Northing 76494�A C_astin 483 59.41\ Point Number 466, Northing, 7 �g . 2. Point Number 467, Northin , 7 9 3. a ti � 83 i Point Number 468, Northin „7 ti $394 .9 E Point Number 469, Northing �6 8i�62, Easting, 8y393 t92 Point Number 470, Northing, �6g 32.62, Easting, 485. 7 Point Number 471, Northing,l 817 68, Easting, 4839'14! TQ Point Number 472, Northing, 7 t/$��gJ�06, Easting, 4839g EK16 Point Number 473, Northing, 764 /t_a fasting 48 iq Point Number 474, Northing, 764741.261944ting; X3884 22 Point Number 475, Northing, 764716.13,, Eas Mirt 46868.84 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 BRYlOC6155841 Ver. o16 To5BOfUlE W312 W0. -U 11 G WiIsonMiller, 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, Eastin , 483723.31 Point Number 506, Northing, 764041.7 ,tin 1.68 Point Number 507, Northing, 7640 Point Number 508, Northing, 76 {�. ,Easting, 483 Point Number 509, Northing, 7 3 .44, Easting, 483709. 6 Point Number 510, Northing, 63 6 E n 00.6 Point Number 511, Northin 76 931.00, 1483 83.68 Point Number 512, Northin , 7 2. Point Number 513, Northin , 7 8 7.9 , aEn S Point Number 514, Northin 364E 3 Point Number 515, Northing 816.93, Easting, 640. 1 Point Number 516, Northing, 56.32, Easting, 4 5 6 Point Number 517, Northing, .13, Easting, 48 Point Number 518, Northing, 7 Easting, 4835 5,3 Point Number 519, Northing, 763 ti Point Number 520, Northing, 763580. riv, .19 Point Number 521, Northing, 763544.44, as mg, 83527.62 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 WY 155001 Vr 011-TOMORNE miizsw oa�-o 12 OR; 4089 PG; 3516 WilsonMiller° 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$,in, (8 14,46 Point Number 553, Northing, 7641¢9 3als�tiFlg Point Number 554, Northing, 76x4 .���5 Easting, 4830 Point Number 555, Northing, 764 .88, Easting, 483015. 5 Point Number 556, Northing 64 41 "Easting,_4.. 26.88, Point Number 557, Northing; 764258.12; E�astin0, 482.83.66 Point Number 558, Northin I, 702 � ' a"ti ` , 38'6- Point Number 559, Northin 7 2 6.4 a ti 82 Point Number 560, Northin f7 42 �tl a i _ 2864.1 Point Number 561 Northin 6 196.00 Easting g, ?851.10 Point Number 562, Northing, 7 08.94, Easting, 4$$$24 46� Thence South 20010'47" Wes 5 feet to a point .tee Gv 46 South, Range 28 East Collie �C nty, Florida (Point j.l rQ Easting, 482777.91);-1 - C, OR; 4089 PG; 3577 /line of Section 33, Township 563, Northing, 763982.28, Thence along said west line North 00028'3 ' M 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 01 016'37" 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 North89000'45"East. B4ylC¢t 155W1 Ve. OM1 TOSSORNE w ma,:saow-o 13 WilsonMiller' OR; 4089 PG; 3578 New Directions In Planning, Oesign & 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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/. 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500', 5. SCALE NOT TO EXCEEDP"=' 6. THIS IMAGERY HAS NO BE TECHNICAL STANDAR S O 7. VERTICAL ELEVATION EFFORT HAS BEEN MA `E - { 8. IN AREAS WHERE TALL �TRI EXPOSURES WERE MOSAIC� 9. THIS PROGb-CT IS SIMILW# REF 2H-99 -ATIONS,FROM AERIAL PHOTOGRAPHS HAVING i Cry����. IRES OR IN AN EF CURACY TO RECTIF!EC TI DATE 8-08-05 TO MEET MINIMUM ILACEMENT. EVERY 3AL FEATURES. RUCT FEATURES, E EFFECT. 3EMENTS,EXCEPT M,TiJC:MGI$TERED ENGINEERS AND LAND SURVEYORS. VtYWQT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND ON'EA'LL �URVEY OF SUBJECT LANDS. =-0F;AUTk0RIZATION # LB43 B/[YeeC61S5W1 Vx 011-TOSBOPNE 14 m lzSOl016-0 WiIsonmiller New Directions In Planning, Design & Engineering OR: 4489 PG; 3979 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 88059'47" East, 544.11 feet, to the POINT OF BEGINNING; (Point Number 573, Northing 771170.47, Easting 488502.29); Thence along said north line North 8805941"0R C 9n (Point Number (76. Northing 9 771184.10, Easting 489279.86) �jr f\o Thence leaving said line In straight -lin hroug thT in vertices, Points 577 through 579 inclusive Point Number 577, Northing Point Number 578, Northing Point Number 579, Northing Thence along the east line of t e h ei d cr e c on said north line of said Secti I 9 Thence along the north line of i edion 27 North 5 Northing 771225.17, Easting 49 8) Thence leaving said line in straig�ee egments through & 573 inclusive) 11 n Point Number 582, Northing 772567.63,'EaIr�g 1Ei7��� Point Number 583, Northing 772573.53, Eastin 6974`1 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 ast, 1342.58 feet to a point i, Easting 491261.54) feet to (Point Number 581, (Points 582 through 631 Offices strategically located to serve our clients 600.649.4396 NaplesVerporate OI//ee 32006aileyLane, Suile 200- Naples, Florida 34105. 239.649.4040 • Fax 239.6435716 wllsonml//ercom WIM2Or6 IMeQ8 VV Oil-T0.5B K 1 4UI3-501-016.0 WMonMIlUOIne. —£L L/e./LFCOOOI>e Cq Wilsonmiller' New Directions In Planning, Design & Englneenng 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 48970522 Point Number 613, Northing 771147.75, Easing 489603.12 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-489147,QQ Point Number 618, Northing 770901.72, ti �9 Point Number 619, Northing 770896. Point Number 620, Northing 77089. sting 489133.61 Point Number 621, Northing 770 5. , Eastin 489060.69 Point Number 622, Northing 77 53. 2, as ing q?fi Point Number 623, Northing 77 76 .23, Easti U488 03.80 Point Number 624, Northing 77 76 Point Number 625, Northing 7 076 .9 :E ti 9 8 Point Number 626, Northing 7 8 ti 8 11 Point Number 627, Northing 7 07 a 8 Point Number 628, Northing 77 7, Easting 488628. Point Number 629, Northing 771 Easting 488468. Point Number 630, Northing 7710 asting 488450.26 Point Number 631, Northing 77116. Ing 488498.86 Point Number 573, Northing 771170.4 asjl 850 Containing 103.27 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Florida being North 88°00'45" East. dt"'M]S ff+.ELW Vv. O11 -TOS RNE 0.V 13SO1M0.- O Y_/ Ir OR: 4089 PG: 3080 OF BEGINNING) Township 46 South, Range 28 East, Collier County, Wils®nMiller' OR; 4089 PG; 3581 Nevi Directions In Planning, Design & £ngineenng SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (W ILSONMILLER DRAWING NUMBER 21-1-99 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY:4/23/0 ��FR U� 2. NEGATIVE SCALE: 1:36000 ti W 3. PIXEL DIAMETER:: .5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED5 — ('� 6. THIS IMAGERY HAS NQ,E ORTH7 CORRECTEb IN O pE TO MEET MINIMUM TECHNICAL STANDARDS Of tSP WkL�1 Fj RA if ARDS. 7. VERTICAL ELEVATION C.' �G S gLq CAU b N DI$�PLACEMENT. EVERY EFFORT HAS BEEN MA � MINIM(7€ FFj1SJE FEC -NF R F2 [CAL FEATURES. 8. IN AREAS WHERE TALLTRCTGRES`OR T�2E LEO�03: TRUCT FEATURES 9. THIS m fl�IWd(61' Vw'01L TOSBOWIE 1 . ttili °A4M0. - 0 ERE M08F\ICED IN AN EFFORT IS SIMILARrd1 CCURACY TO R DIGITAL Fb,RM T. 8-08-05 5627 EFFECT. EMENTS, EXCEPT ISTERED ENGINEERS AND LAND SURVEYORS. SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB -43 0 WilspMiller0 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) OR: 4089 PG: 3582 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, No Nth , 6 152,k4, Easting, 482778.16); Thence leaving said west line in strai' hf�u 16.1 g �tVjh ugh the following vertices, (Points 633 through 637 inclusive) /�9'"d A� Point Number 634, Northing, Point Number 635, Northing, Point Number 636, Northing/ Point Number 637, Northing Thence South 15001'15" W Number 638, Northing, 7638 Thence along the west line of ' Section 33 North 66' East 633, Northing, 763952.84, i c�j 42778.16) (POINT Containing 0.01 acres more or less.1)� said Section 33 (Point 59.98 feet to (Point Number 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. Offices strategically located to serve our clients 600.649.4336 Naple&Vorporate Office 3207 Bailey Lane, Suite 207 • Naptas, Florida 34165 • 239 649 4040 • Far 239 643 5716 wllsonmlllercom enaxaos. Va67a Vo: ou T09BCflnE 1 cua ovizsaao- o WIIFonMlllglnc. —FL L/c./ L6CO¢000 i WilsOnMiller` OR; 4089 PG; 3583 NewDireclicns 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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE 1. FOLLOWING PARAMETERS: DATE OF PHOTOGRAPHY: 4/23/43 _ N K co r 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' "=5 5. SCALE NOT TO EXCEED 0'. MINIMUM 6. THIS IMAGERY HAS NO BE N pRTHI 13,ECTE IN O PE TO MEET TECHNICAL STANDAR SO 'N/�T NAL\0A)' C/�iTA N11TA DARDS. 7. VERTICAL ELEVATION A %S ILI� C}�U� 1 DI RI PLACEMENT. EVERY FEATURES. EFFORT HAS BEEN MA lNM(YcEsfHS FEC FIR ICAL 8. IN AREAS WHERE TALL -f CTURES OR TRE LE T 08TRUCT FEATURES, EXPOSUR ERE MO '(� ED IN AN EFFORT MI 141Zd/ HE EFFECT. 9. THIS P DUCT IS SIMIL�fi (I CCURACY TO REQ I LARGEMENTS, EXCEPT PR _ flrItiA DIGITAL F 'RM BY - ,4y r�+' ` ,.. ' DATE 8-08-05 �p J%b.83A, LS # 5627 rr W1LS em Il E.�RED ENGINEERS AND LAND SURVEYORS. NOT dL1YJ' (h� l I ATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL NOT BAS'r;D F' m " Y OF SUBJECT LANDS. CERTIFICA ; ° IZATION # LB 43 REF 2H-99 ¢nveoos. rvme Vw on-ToseonNe 2 n.0 ovizsoww � o WiIsonmiller New Directions In Planning, Design & Engineering OR: 4089 PG; DESCRIPTION OF PART OF SECTIONS 28 AND 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7 — PARCEL D) (EXHIBIT A) 3584 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 00028'34" East, 2199.96 feet, to the POINT OF BEGINNING (Point Number, 3a,-n6-otil7lW763569.93, Easting, 482781.34); Thence leaving said west line 640 through 980 inclusive) Point Number 640, Northing/76 541`.66; ting, 482 97.66 Point Number 641, Northin , 76 6 V . t' Point Number 642, Northin , 7 0 a ti g 5 .8 Point Number 643, Northin, 7 .4 a h1 §302 ,1 Point Number 644, Northing�76 38.38, Easting, 4 200. 3 Point Number 645, Northing,, 77.06, Easting, 4 i 23. 6 Point Number 646, Northing, 1d&77.06, .88, Easting, 48�7,2g Point Number 647, Northing, 763\�3�9�, Easting, 48338$ Point Number 648, Northing, 7633 X4'1; l asting 48335w7> g Point Number 649, Northing, 763332.631E�nCL8378:03 Point Number 650, Northing, 763331.81, Ea`stin , 93399.84 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 the following vertices, (Points Offices strategically located to serve our clients 800.649.4336 NapleslVorporate Office 3207 Bailey [ane, Suite 207 -Naples, Flonda 34105. 239.649.4040 • Far 239.643.5716 wilsorlmlller. com ]IM20¢i 1550>0 Va: 011-TOSBOfiNE 1 CF1" Ka113SD1iM6.0 -� W1180aM1l/Oc1nu — FL L1cl LO -11.11a Wi1sonMillef OR; 4089 PG; 3585 NewDirenlions 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, 764237.0 6.22 Point Number 682, Northing, 7642 i (Z Point Number 683; Northing, 7 asting, 483 Point Number 684, Northing, 7 .44, Easting, 483823. Point Number 685, Northing, 64 i�¢TE�stia 8 73. Point Number 686, Northing 7 96.. , Ems in , 483 3.25 Point Number 687, Northing 76 F Point Number 688, Northin, 76 6 4. , a tin 5 . Point Number 689, Northing ti 387 0 Point Number 690, Northing, 6 .56, asting, 4 882. 8 Point Number 691, Northing, 47.31, Easting, 48 1. 2 Point Number 692, Northing, .86, Easting, 48 Point Number 693, Northing, 7 9 Easting, 48393 . Point Number 694, Northing, 764 46AW `3 Point Number 695, Northing, 764884.ltd tingt; } 6 . 3 Point Number 696, Northing, 764917.94, a g; 973.56 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 7/1N ISWQ Va 011-1p5BOgNE 2 m3,2s 0-.a L�� INilSOHMiller 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, 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 "t ,-Ea n , 4$4414.28 Point Number 728, Northing, 7661 P',94,t 14� 63 Point Number 729, Northing, 76fjg93�a Easting4A , 485 Point Number 730, Northing, 7 6 5.44, Easting, 484500. 9 Point Number 731, Northing, h6Z `19, Fasting, 48 2.0 Point Number 732, Northing f 769x25 rbrE-�stin , 4847844 Point Number 733, Northin/, 76�A; Fya tiny 4 5 Point Number 734, Northin, 76Z.Oating `t3 �3 .0 Point Number 735, Northin 7¢ , 66sti 466 5$ Point Number 736, Northing 76O:T3, fasting, 4.699. 2 Point Number 737, Northing, 7,66 95.81, Easting, 48 5. 2 Point Number 738, Northing,'78rr22.57, Easting, 40AAT Point Number 739, Northing, 76�`i�8 'L3, Easting, 4848233 Point Number 740, Northing, 766 73�19��esling,384���B'P}2 Point Number 741, Northing, 766273. 9/144 -InZ'4V. BB .63 Point Number 742, Northing, 766270.75, Eating x484907.54 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 ]/[fl[NS 1YAI0 Va. 011 TO5BORNE u =1 ovs�o--B ffIsonMiller` 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, 766368.57,, 6225.59 Point Number 774, Northing, 766371'81 t€�S�$ X44 Point Number 775, Northing, 76 ,A ;-tasting-, 48635 rte$ Point Number 776, Northing, 7 6 V17.49, Easting, 486420. 6 Point Number 777, Northing, f166378:75, Easting, 4_8 98.9 Point Number 778, Northing J6 � 83.IWE�stin , 486tlj04.85 38:111 Point Number 78Point Number 0, Northin 76Point Number 779, Northin f 76'2 �Stir{gS ! 649 3 I ¢ �l E - Point Number 782, Northing�76 26f43, 5asting, 4,+9474. 6 Point Number 783, Northing, � 43.12, Easting, 4$�k. 3. 2 Point Number 784, Northing, 62 f�9 31, Easting, 486 9, Point Number 785, Northing, 7 6119700, Easting, 48640 Al Point Number 786, Northing, 76611?"'6; �asting,_48 -1�6. Point Number 787, Northing, 766157.39_dQhA .99 Point Number 788, Northing, 766140.21, Easrting 456327.15 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 )/SNAPS IW79 Vx,011-TOSSCp E 4 O1t14.5O4016-0 0 WilSOHMiller OR; 4089 PG; 3588 Now 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,fisit'n -1 Q@.83 Point Number 820, Northing, 7648c_8 8� Point Number 821, Northing, 76g:3:1 V1; fasting, 4871 ^ Point Number 822, Northing, 7� 4 027, Easting, 487193.43 Point Number 823, Northing, 765963- 74 Easting 487, 17.7 Point Number 824, Northing J76 083.i�9, Basting, 4874.13 Point Number 825, Northin + 76 1, .7?{�-" &' Point Number 826, No 7d 4 Point Number 827, Northin , 7¢ ,2t�726�, Point Number 828, Northing 76 1913.96, fasting, 4&7282. 6 � Point Number 829, Northing, �fi� 14.48, Easting, 48 $ 2. 1 Point Number 830, Northing, 62 5.01, Easting, 48 5 Point Number 831, Northing, 7 5Y 6 1, Easting, 487334�;5� Point Number 832, Northing, 765�2410�6;1 asting,_4873'8 Point Number 833, Northing, 765173:267 fng,' 6' 62:51 Point Number 834, Northing, 765142.75, Ea9t1ng; 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 ]/[flRC3S IS5070 Ver 011-T0590RNE (J� walz�o-.a 1�4&SOHMiller' OR; 4089 PG; 3589 Now Direclions 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, �ha,ss, n 3.04 Point Number 866, Northing, 7642116`OOyL S1 g , E. Point Number 867, Northing, 76 - '1 Easting, 48729 ,A- Point Number 868, Northing, 7 41772, Fasting, 487287. 16 Point Number 869, Northing, 640i� 3; Ea -sting, � 81.8 \ Point Number 870, Northing ? 6811, Ep%ing, 48779.94 Point Number 871, Northing 76 14 f iir�g- 7 Point Number 872, Northin , 76 112.2, Eati�75 . Point Number 873, Northing (7f Qd O •_„Yy�r 721 5 (- Point Number 874, Northing?6 033.00, Easting, 4 176. 7 Point Number 875, Northing, 79.63, Easting, 4$ 3.I Point Number 876, Northing, 3 719, Fastin , 4i "i. '8 Point Number 877, Northing 76 `7, Fasting, 48709, . 1 Point Number 878, Northing, 763��0' 7; €asting, 487i�68 9 Point Number 879, Northing, 763803.43, daaChM";�i3Zi0ok Point Number 880, Northing, 763774.09, Fasting, 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 ]RBRMS IYd)B V, ell. T0.5&JRNE 6 WM2SM -o WilsOnMillera 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, 762880.00,Eas�tn671.38 Point Number 912, Northing, 76284�8'b`Stth;_872& 85� Point Number 913, Northing, 76ftcr �v Easting, 48672&09 Point Number 914, Northing, 7 !90:25, Easting, 486728$ Point Number 915, Northing627,65f89;'EBsting,$8i 32.21 Point Number 916, Northing 76� 33.&1;`E�sYin486;36.47 Point Number 917, North' n 76P70 R0 a ting 6 9 Point Number 918, Northin 7616 5.T a tin 4 Point Number 919, Northing��fl@30 ati� 4675vT Point Number 920, Northing@._ 7 582.69, Easting 4 7594 Point Number 921, Northing 82 00, Easting, 48§7g2. 2 Point Number 922, Northing, 76 81, Easting, 486 U 8, Point Number 923, No, 7fi 45¢ 82, Easting, 4867 i Point Number 924, Northing, 762462; fasting 98G 5;6 Point Number 925, Northing, 762412.04E aJ�tin� 4$15 .22 Point Number 926, Northing, 762386.82, Fbgting, 48E708.38 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 ]r19/A[6 VMT9 Ver 011-TOSVIC NE 1 = IX4]3-5010{6-0 WIISOHMiller° OR: 4089 PG: 3591 New Directions In Planning, Design 6 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, 761702.0g, -Ea -tjn 5653.82 Point Number 958, Northing, 76170B -9r,, --Sn _ 34$ -:85 Point Number 959, Northing, 76 7,4"1) $; Easting, 4853-- Point Number 960, Northing, 710*b2, Easting, 48512:N`7 Point Number 961, Northing, 7617737-.D28;`Easting, 88 66.9 Point Number 962, Northing 76 640i.4fi Fa find, 4843,75.59 Point Number 963, Northin, 76 6 3. 4 1 Point Number 964, Northin , 7 5 9. a ti 431.8 Point Number 965, Northin 17 �. O a ,, atir r 436 2_ Point Number 966, Northing :76- 439.44, Easting, 4 237` Point Number 967, Northing, �k`6'1 13.91, Easting, 48�VC. 5.81 Point Number 968, Northing, 1 3.60, Easting, 48 8 Y. Point Number 969, Northing, 76� 6 . 0, Easting, 484004. Y. Point Number 970, Northing, 760 61, Easiing,483, Point Number 971, Northing, 76070.567 q Inj ftp 831'00 Point Number 972, Northing, 760599.26, Eastingt08.75 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 )/tYtOaS fW79 Vv ml-Tp58gUlE miusaaa.o V-1 WilsOnMiller OR: 4089 PG; 3592 Neav Directions In Planning, Design & Engineering Thence South 54023'47" 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. vae¢ans tsserc vx on. roseorwe Wils6nMiller" 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4l; 2. NEGATIVE SCALE: 1:36000 / 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1 "=500' 5. SCALE NOT TO EXCEED 1"=F 6. THIS IMAGERY HAS NO BI TECHNICAL STANDAR SO T VERTICAL ELEVATION IIANI EFFORT HAS BEEN MAI ._. 8. IN AREAS WHERE TALL RI Q SUR' NOT ;T IS SIMIL A DIGITAL RldtO'615 79 Va 011-TQ5BORNE ms1:�-e AERIAL PHOTOGRAPHS HAVING )RES OR TREE IN AN EFFORT CURACY TO R 2,4F c t c DATE 8-08-05 MEET MINIMUM ACEMENT. EVERY %L FEATURES. UCT FEATURES, EFFECT. EMENTS, EXCEPT REGISTERED ENGINEERS AND LAND SURVEYORS. ;THE SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL /EY OF SUBJECT LANDS. ZATION # LB -43 10 IN%IsonMllero NeWDireclions In Planning, Design & Engineering DESCRIPTION OF PART OF 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7 - PARCEL E) (EXHIBIT A) OR; 4089 PG; 3594 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, Easting-I07 78) POINT OF BEGINNING; Thence continue along said east line`of�s�ard i(�3,�outh 00°27'07" East, 3573.53 feet to a point (Point Number 992, Northin(f,�7;6�085.29, Eastinit`.,4�8104.97) Thence leaving said east 993 through 1126 & 984 Point Number 993, Northin , Point Number 994, Northin ,t Point Number 995, Northing Point Number 996, Northing, Point Number 997, Northing, , Point Number 998, Northing, Point Number 999, Northing, Point Number 1000, Northing, Point Number 1001, Northing, Point Number 1002, Northing, Point Number 1003, Northing, Point Number 1004, Northing, Point Number 1005, Northing, Point Number 1006, Northing, Point Number 1007, Northing, Point Number 1008, Northing, Point Number 1009, Northing, Point Number 1010, Northing, Point Number 1011, Northing, Point Number 1012, Northing, Point Number 1013, Northing, Point Number 1014, Northing, Point Number 1015, Northing, Point Number 1016, Northing, Point Number 1017, Northing, P8, E* rho' 88043.3 (- 76,�a`sting,801 07, Easting, 4849-78b9 16, Easting, 4015114 1 -® 02, Easting, 48786 1., /62067:7`4 �0[Sg1*87819.74 762066.81, Easting-,4137787.03 762067.99, Easting, 487754.34 762071.31, Easting, 487721.79 762076.75, Easting, 487689.52 762083.46, Easting, 487660.74 762114.64, Easting, 487543.00 762125.06, Easting, 487508.67 762136.69, Easting, 487478.09 762150.30, Easting, 487448.33 762165.82, Easting, 487419.53 762170.43, Easting, 487411.76 762199.97, Easting, 487363.05 762212.73, Easting, 487343.09 762222.44, Easting, 487329.17 762230.71, Easting, 487311.72 762246.23, Easting, 487282.92 762263.60, Easting, 487255.19 following vertices, (Points Offices strategically located to serve our clients 800.649.4336 NaplesLCorporate Office 3207 Ballet' Lane, Suite 206 • Naples, Florida 3410.5 • 239.649.4049 • Far 239.643.5716 wilsonmlllec com 62Y1ttG. 1159pi Vr. 011TOS00FlNE M1 1 0)I13-501-D16.D WNSORMLIIeG In[. —FL Llc.1 LC-COM170 WIISOHMiller® 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, Point Number 1033, Northing, 762541.45,flt$�919.6� Point Number 1034, Northing, 76 0,�5; Eastinig, 48fi 33 38, Point Number 1035, Northing, 76 =583.25;-Easting, .21, Easting, 48683 °41 Point Number 1036, Northing�76 4.3.25; Ea&ting,_486809. Point Number 1037, Northin , 764.':)E=a stieg,a8 791.3 Point Number 1038, North. , 766st. g�8 8 .5 Point Number 1039, North. g, T 269:st� g,r48 6` Point Number 1040, Northi �, 9 s11rg,�4867 2Point Number 1041, Northin 25 ,sting;`s867. Point Number 1042 Northin 514.93 Easting, 4 C �. � 9, $678 .9(� Point Number 1043, Northing, 7N 70.00, Easting,,46*7 ,f.��6t Point Number 1044, Northing 22- 0 12, Easting, 4867056- Point 86769 5 - Point Number 1045, Northing, 762 Easting,_48C76'3� Point Number 1046, Northing, 7626 9 (ti rhe66vg.93 Point Number 1047, Northing, 762702.88, Easting 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 aareros+sseet vx a+t�taseoaae ou+xswo+a. o AlsdnMiller' OR: 4089 PG; 3596 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; � tin 87234.60 Point Number 1079, Northing, 7641,38 Q7ig�$J�79 46 Point Number 1080, Northing, 7y4- Easting, 48T4, Point Number 1081, Northing, 764.1' .59, Easting, 48735:4 Point Number 1082, Northing�762 75—Ea&tag 487347. \ Point Number 1083, Northin , 7 42 5 25;=:Ea tieg, 48 381.1 Point Number 1084, North!, 7 75 1 sfi z�8 T�.° Point Number 1085, North! g, 4 82: 0, Est g g 5 Point Number 1086, North! 43 5 �E s� �q ( 8747.4 E - Point Number 1087, Northin/ .75,`E`astmg, 75b 91 Cv Point Number 1088, Northin 7 512.50, Easting, 44 .1 Point Number 1089, Northing, 7 A 83.63, Easting, Point Number 1090, Northing, 048 8 81 Easting, 48754�i Point Number 1091, Northing, 764 �t1)g ''.}} -Easting 48.77Q" Q ,- Point Number 1092, Northing, 764742, � sti�rg�V67 64.12 Point Number 1093, Northing, 764772.56, asting, 47559.03 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 B?SRp6155881 Vp: n11�TOSBCRNE W31A501-010. � 0 WilepnMiller 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, 765654.64; ti y--487806.17 Point Number 1125, Northing, 76564 �fi g 671$ 8,74 Point Number 1126, Northing,7766p,10—,Easting , 4'8 69 t75 Point Number 984, Northing, 7698'770, Easting, 48807.8 F Containing 76.08 acres mor or Subject to easements of re rd Bearings are based on the ortF County, Florida being North $B,d! BQY10es ni5081 Vx. 011-TOSBONNE MIME .e 4 OR; 4089 PG; 3597 OF BEGINNING Range 28 East, Collier WtIspnMiller" 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 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89000'45"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,- ®u 2. NEGATIVE SCALE: 1:36000 1{v 3. PIXEL DIAMETER:2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED =5--- r 6. THIS IMAGERY HAS NOT IS N ORTII fO CORf ECT�D IN O DE TO MEET MINIMUM TECHNICAL STANDARD O .[- �fJPjL NFQ �A jATAN�DARDS. 7. VERTICAL ELEVATION HAG S L4 C US _ I O A DI PLACEMENT. EVERY EFFORT HAS BEEN MA 1 1�IZFIS E FEC F(SRRI ICAL FEATURES. 8. IN AREAS WHERE TALL T_��URES F T E LEX YO CIS TRUCT FEATURES, EXPOSURES RE MO IQ�ED IN AN EFFORT O M101 IZ . , HE EFFECT. 9. THI RO CTIS SIMIL2=iN CCURACY TO RE - FIE lV' RGEMENTS, EXCEPT VI DIGITAL F6�E�)v1 T. � BY ' .' �. y r• j�-E CIEED) TE 8-08-05 "2 S.M. LS # 5627 T ISTERED ENGINEERS AND LAND SURVEYORS. SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB -43 YtYAl6155981 V"11 -TOS NE GWa IXiJ1YSMM6-0 ( | , § OR: #2PG: 32 . b / \\ ;,2;2`°©)%�`!\2 # } \)� § m ! \� 2&§, \ ;§§aa M /f�4-1� �Z/ \� 2 /| YiE §\� �® \~2,� Y G| ,Q \/2\\ -® )\ ~m` ;& ,4 �! EXHIBIT .&_er OR; 4089 PG; 3600 qy I H m Anmiy �ca��Fmi��mo�� `An vm AS 09 zo �2n20�a00��y2ppO O D ~ N p lcn 0y ]i�Om 020 N�0 AnKAmCD�r2 nmzm C1 m O K!r'H M 22oZo�c oyz2 ' xz z nac�Cy�m a!' om 41 p��mY 2 nAi2 A OoN� tNiiT Zaab�A rm IF W,2 o yy m 2Ibb2 � OF [Jd '9WA00 omomm '2m -ai 1m/1 yw n� W " _ EXHIBIT A qy I ( \ k (! §� | . . . . ,��■■ >I! � � J u S r o� K µn m a W W W J W OW1 N C®�T rte. H Fl m " Amman z�io n�c��iivm A O � ma �c��t�377<��°�A22AMyiy tr7OA. r W nm, D W [0 "b0 C mp�C��a�7pm �20m No X201 ,-p zOoz �A1'vho Aa�a� o��ima^�°ma 8 aO �g O Zx'Op d S� nai�mcj�N2 a=' p m ti g OOQ � uM za�aAAA r" n i am ° omomz °m O � > YA n 2 y f0 EXHIBIT A OR: 4089 PG; 3602 W a � 7 —Z .off—vas s F" z � H V O A N ro .96'fifi lZ 3,6C.9ZA95 m 41 m 09 Z Nm W A�i o �a w�'^�o�"�o-ao oa O� N10, n�tXnay�T�ra-a 22 Vi�2y 2Z ntaj �lpy aO nNy ��=v�ic VI O�H N 002 Hoc rF 2�y 2p Hr { A M x 212a a�2n as i {N Wma n SNCC mmc kyr_ nnai=M I Oo(A '�H � 20m Ah Am�O roOC A�a 4. 0 M n W 0 n 20 a g O Z22% o Ayxa d nz v"',00z,m�yz im K ON ya A2�y�o= v� 2 '+1 tRo 'A 4C0 per acA 2m A22 A NZ > w m zi�tii �s z W YD h r O y EXHIMT A N � V A 0 m� OR; 4089 PG; 3604 0 0 r• m N N n Q m J b z Np o n a TM co N U q N O �g m u � a w €i S 00 >M 3 r µm r � ?SIE CIRC y O z M�xan ���cAfp��=A��2A r2�i W� (7 �a a ��220^�aac�C�A Oppin Or � I oCz M Zt1m9N2mad� 3°p� �" u O G' O cr.�• A�'�y mo C2, 00 2. '4 �� Ym �acc7��m n � RIM aCDo �eaz z' m� awao.Yxmi S t=l z aYro C oo m � Ywm � om`R mm zs O� I= f0 o EXHIBIT A I.".A / — rw" n if 11 .•. Lake ISS Tr.Hord 1 CnmP JJ Hems Slrantl I Flowwoy lewnn FSAJ Ama IAI t^IItA N1 l ITS SA S IVRA IIIA Okalo.coochee H.hilal HSA Slow.rd.hip Ale. (HSA) Lisal Okalo.1coochee Slough Flowwny Slcwa(FSA) Aro. (FSAI FSA HSA SSA 7 CREDIT AGREEMENT Ge` Exhibit POOR QUALITY ORIGINAL e �.e.xa WllapnMllkr I wr.rmw.�p s.... N,.ix.... ^-..�•-_tai �. 0 0.35 05— .__--MMes OR; 4089 PG; 3606 SSA 7 CREDIT AGREEMENT Exhibit D Restoration Areas POOR QUALITY ORIGINAL OR: 4089 PG: 3607 640 QLaaa l.aXvp Parcn Wwgry PaabnXan Typo - Yqe mammelmr�2d . doer nuJapmaa 0m1B o'N e MlspnMiller, 0 0.25 0.5 — OR: 4089 PG: 3607 640 affisdaMillerw New Directions In Planning, Design & Engineering DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA OR. 4089 PG; 3608 (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°00145" East 1599.45 feet. To the POINT OF BEGINNING (Point Number 1-1g7-1Vp�tjting 771096.92, Easting 484244.14); Thence continue along said North li t�q lr 9'fltj'4'�%1 s�1616.50 feet to (Point Number 1130, Northing 771128.23, Easting{4g06b.37); Thence leaving said north 1131 through 1470 & 1818 Point Number 1131, Northi i 7f 0b9.`% a tih 8e6 Point Number 1132, Northin r77 i� 604 5 Point Number 1133, Northin 184.12" asIing`� ¢¢04 ' Point Number 1134, Northin T 72.31, Easting 48$,041. 4 / Point Number 1135, Northing �7 _ 2.00, Easting 486}7(�l �� ` Point Number 1136, Northing 77D .,75, Easting 486041. Point Number 1137, Northing7710 93-Easting�86 ,39,`6 / Point Number 1138, Northin77102 t&! !? f it jl b 75 Point Number 1139, Northing 771025.19, Eastin6016.81 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 following vertices, (Points Offices strategically localeel to serve our clients 800.649.4336 Naplesrtorporale Office 3200 Bailey Lane, Suite 200 • Naples Florida 34105 • 239.649.4040 • Fax 239.643.5716 Vlar 155991 va on rnseonne wilsonmillercom r � WnaanMLneclnc. — FL bc.I LP60o0Oo V� WiIspnMiller' OR; 4089 PG; 3609 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 I 54.97 Point Number 1171, Northing 7709 .11i,A 622 4 Point Number 1172, Northing 77 Easting 48 t� Point Number 1173, Northing .87, Easting 48520. 9 Point Number 1174, Northin 70 11&001-€ast' 4 178. Point Number 1175, Northin 77 9006, a ' 94 5 40.74 Point Number 1176, North! 7 Point Number 1177, North! g 7 0 1. t! Point Number 1178, North! 7 s ' 8508 .8 Point Number 1179, Northin 0 .13, asting .06 . Point Number 1180, Northin a 877.81, Easting 4 60. Point Number 1181, Northing 6.75, Easting 48 60 Point Number 1182, Northing 1, Easting 48505. Point Number 1183, Northing 77 tin 85 Point Number 1184, Northing 7708 tiRgl.5 Point Number 1185, Northing 770783.37, tmg48049.32 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`IY10LF155551 VI..011-TO51bRNE 2 walzsaao--a CAO flIsonMillee New Directions In Planning, Design & Engineering OR: 4089 P G ; 3 610 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;�?? ding, 12.97 Point Number 1217, Northing 7700a0�6�i�E'tin�jli2 91 Point Number 1218, Northing 77 Og91 ' Fasting 48521 , r^ Point Number 1219, Northing 7 do 5.69, Easting 485212.27 Point Number 1220, Northingf 70k I .06;-Easting_4�p210.7 Point Number 1221, Northin 764WY.94, F�a�tin 48509.29 \ Point Number 1222, Northing 7 98 3t'n Point Number 1223, Northi Point Number 1224, North! g 77�j98tC f Point Number 1225, NorthinF`76 9872, Easting 4888¢¢5172.53 l� Point Number 1226, Northing6� 67.12, Easting 481. 8. J i� Point Number 1227, Northing6� f�4.94, Easting 48�50�7 -� Point Number 1228, Northing 78 `9 �9, Easting 485111 Point Number 1229, Northin 7699 757 Easti_485f(90ii 9 Point Number 1230, Northing 76995 .44 !E irk 40dG7-x:50 Point Number 1231, Northing 769945.06, E--ing86053.81 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 &1Y 159081 Vx. 011-TOSBORNE 0111Dso1-Ola-o N 3 WiZOnmiller' OR; 4089 PG; 3611 Nein 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; —ti � 5�0,�425 Point Number 1264, Northing 73840.716 -,Point Number 1263, Northing �Eastin 50 A;-, Point Number 1265, Northing 7L3�44, Easting 485081.9 Point Number 1266, Northing 76970 75;`Ebsting_4A,5 93.60 Point Number 1267, Northin 76 286.38 %astir�9 485 03.19 Point Number 1268, Northi g 7 stM 4: Point Number 1269, Northi 7 6. ti 2 . 9 � Point Number 1270, Northir q 7 2 !1 �isti X514 4 Point Number 1271, Northin6-c 2 12, fasting 48¢154. 4 Point Number 1272, Northin��� 00. 13, Easting 4875''.{ 6.�6 Point Number 1273, Northing P8 9.50, Easting 46M ijl7 � Point Number 1274, Northing 7�95 62, Easting 48519 5 Point Number 1275, Northing 7691� 1 -Fasting 485 fl6,5 ' Point Number 1276, Northing 76911 .3 07.81 Point Number 1277, Northing 769097.00, taiting495�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 768948.19, Easting 485317.59 Point Number 1292, Northing 768933.43, Easting 485318.34 Point Number 1293, Northing 768911.31, Easting 485322.75 UI8TY1S 185681 Vr.011-TOSOORNE 4 W]I3.SOLM6-0 CAO Wils®nMlller' OR: 4009 PG; 3612 New Directions In Planning, Design & fnglneeling 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, Eastin 485610.61 Point Number 1308, Northing 768686. rk6 .42 Point Number 1309, Northing 768 t ing- Point Number 1310, Northing 9 7 Easting 485 Point Number 1311, Northing 6 .95, Easting 485682. Point Number 1312, Northin 76 ? , ting 4$5 19.1 Point Number 1313, Northin 7 566.60, 1 nq485 32.61 Point Number 1314, Northi gg77 ,3� s in 3. Point Number 1315, Northi g 7 8 39. 7, sti Point Number 1316, Northi n om 57 1 Point Number 1317, Northin 530.16, Easting 764. 9 Point Number 1318, Northin 26.67, Easting 47 3 Point Number 1319, Northing 6.67, Easting 4878 . Point Number 1320, Northing 7 5 0, Easting 4858 6 Point Number 1321, Northing 768 5-aTTsting Point Number 1322, Northing 76852. 1 sting_ .93 Point Number 1323, Northing 768524.50, Eas iing 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 dIB[ 15 1 Vx 011-ToS "E 5 cIM> /"-�. ovlzswao-.o 1 WiISOnMiller' OR; 4089 PG; 3613 New D/recgans 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 76831 9. i g1 6.87 Point Number 1355, Northing 768 4y Point Number 1356, Northing 7 32 Easting 486 Point Number 1357, Northing 69, Easting 486362. 7 Point Number 1358, Northin 76 �ting6 6.8 Point Number 1359, Northin 7 3 2 , t! 486 1.91 Point Number 1360, Northi g 7 Point Number 1361, North! g 7 8 00. , E ti Point Number 1362, North! 9-7, 631 Point Number 1363, Northin 2 4.65, Easting 306. 6 Point Number 1364, Northin 90.96, Easting 4 5 2 Point Number 1365, Northing 0.96, Easting 48 Point Number 1366, Northing 7 1, Easting 4862 Point Number 1367, Northing 768 i 8 Point Number 1368, Northing 76829. ir@ .89 Point Number 1369, Northing 768295.41, a 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 Wl& 15 I Vv. 016 TOWORNE =12$04016-D CAO WilsmMiller' OR; 4089 PG; 3614 New Dirmhons In Planning, Design & Engineering Point Number 1386, Northing 768013.35, Easting 486533.47 Paint 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_- asting 486823.95 Point Number 1400, Northing 767647.1)6' ag%tir 1.27 Point Number 1401, Northing 767§ 15-604' E'Ssiing-6886.50 Point Number 1402, Northing 758.A3, Easting 486�i 3 59, Point Number 1403, Northing 6�5 8.39, Easting 486840. 1 Point Number 1404, Northin 7672,N, Easting-48640.6 Point Number 1405, Northin 7 x/469.70 _Fasting 486 40.94 Point Number 1406, Northi g 7 738 — stiJ(�� �6 6.7. Point Number 1408, North! -7, 7 sti _ .8686 Point Number 1409, Northingl 267,32, Easting 48 869 5 Point Number 1410, Northin�7 19.86, Easting 48 2 5`Q Point Number 1411, Northing 7\ MTQ.72, Easting 4868 � Point Number 1412, Northing 78 975, Easting 4868$130 Point Number 1413, Northing 767WI:4�r, asting-0_ 8. Point Number 1414, Northing 766998:0$ :!rig 38f$87.59 Point Number 1415, Northing 766965.37, Easting486888.55 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 6',&YOeS 15 1 VC OR. TOSBOPrvE 7 WilsgnMiller OR: 4089 PG. 3615 NeW Dlreclions 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 766367.0 , _ $my 57 4.34 Point Number 1448, Northing 766363 § in 7�t 6� Point Number 1449, Northing 76 §$ 00 Easting 48674 rfi'� Point Number 1450, Northing ,66- X56, Easting 485693. 4 Point Number 1451, Northin66.57.�25 nsting_486078.7 Point Number 1452, Northing76635ti:'fb`; Eastingg485 73.77 Point Number 1453, Northing 7 p- 5 -FF -g -rt , Point Number 1454, Northi g 7 6 t 8. a ti?� 1. Point Number 1455, Northi Eas 4'$557 6 Point Number 1456, Northin r ¢348.44, Easting 4`81554. 5 Point Number 1457, Northin 766 48.19, Easting 48M-44. 0 Point Number 1458, Northing `,, 8.19, Easting 46.1 Point Number 1459, Northing 7� 3 19, Easting 4854 Point Number 1460, Northing 766 5d �Eastiin 85494 S ' Point Number 1461, Northing 76635 :4�tigg 4$5�4T 8 Point Number 1462, Northing 766351.43,�asting 485451.01 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 Y181P)515.5881 Vv 011.7Q5 me 01JIt504016-0 o-.. c'�I 4 WiISOnMiller' OR: 4089 PG; 3616 New Dlreciions 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,- 6 �JJi`ng;r�6 13.38 Point Number 1841, Northing 7666 5 6q,ya5tin �t803 6 Point Number 1842, Northing 76f$.4; fasting 48604 Point Number 1843, Northing 7666 K06, Easting 486051 Point Number 1844, Northingh66 1e44 €asting-486062.0 Point Number 1845, Northin¢ 76674�f:8 �; astir�g 486 84.34 Point Number 1846, North[ g 7 ,6.76 start $6� Point Number 1847, North[ g 7 6 .53. 0, a tiyy�� �- Point Number 1848, North[ g 7 �@O.t3 asjihc� BB617 ..5 Point Number 1849, North[rn�g 7 6 26.56,`Easting AP18 l ' Point Number 1850, Northing ZS 723.06, Easting 48,,22 0.94 Point Number 1851, Northing\ 9.66, Easting 48ty2QV9 Point Number 1852, Northing $l�lO.z5, Easting 486268: 0� Point Number 1853, Northing 766'fi4TY1wasting 48629 °3 Point Number 1854, Northing 766684 19' tAVigo? t><3j9�.41 Point Number 1855, Northing 766684.19, Easting486351.88 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 w10R004165061 Vec011-To56 a n maixsaao o J / `1 I&FIsonMillef 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 a 1i g,4$64 3.87 Point Number 1887, Northing 76711f § f` � in�g48 dp 0 Point Number 1888, Northing 76A,34--3-1basting 484-1..� Point Number 1889, Northing j�6�6.65, Easting 48640 Point Number 1890, Northin /767 B1 45-Easting_486 98.9a Point Number 1891, Northin 7 179.14,-� stirl 48695.03 Point Number 1892, Northir�g 7PJ7194 ' 1 Point Number 1893, Northi g 7 7g{19. 2,Estir Point Number 1894, Northi g i 7 A.9J87' tn� Point Number 1895, Northi R7 72`81.31, asting 8P393. 6 Point Number 1896, Northing `,,A 296.04, Easting 48fI891 10 Point Number 1897, Northing \ 17.65, Easting 4868- . Point Number 1898, 6 3 ?41, Easting 486308, Point Number 1899, Northing 76� 63,;E-asting 4883 �j� Point Number 1900, Northing 767413 9 sti gX368.15 Point Number 1901, Northing 767445.36�E�sting�i86388.15 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 flHNtORS 15 1 Va o l-TOSSOPNE ualzso�ao-.o 10 H OR: 4089 PG: 3617 CA(> WilsonMiller° OR: 4089 PG; 3618 NewDirecnons 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-ii4 57.1.53 Point Number 1933, Northing 7679,8�50,jUi n,'g: 26.7r -,,75 Point Number 1934, Northing 7§,(60,64 -,tasting 48672!4 Point Number 1935, Northing, 6E i /.00, Easting 485733 9 Point Number 1936, Northin 76764T75 Easting 485713.5 Point Number 1937, Northin 7 93.2asti g 485 98.28 Point Number 1938, Northi g 7711J2IiY;t'�n5 Point Number 1939, Northi g 74709.3,�stijt85 8. Point Number 1940, Northi g--77 z 5 , E stjjjjn 566_ .60. E Point Number 1941, Northi ��,,�7 7861.88, Easting 456472 r= Point Number 1942, Northing 846 56 tasting 4$1 40� 0 Point Number 1943, Northing 9.56, tasting 48Q Point Number 1944, Northing 6'/81 $7, Easting 4856 3, Point Number 1945, Northing 763 7) Easting_48 s 0. Point Number 1946, Northing 767790:fi:tcstiiigi�F864j13'31 Point Number 1947, Northing 767795.57,E sting4�599.71 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 d181CC6155CBI Vx. 011-iQSBORNE 5 11 1 11 FlWnMillef 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 768147.3.8; 11 —? �igg;4$52 2.65 Point Number 1979, Northing 7681B,%W,�f=sa�fin9 $lz2 fib Point Number 1980, Northing768 q7. 4; Fastin 48529 13 Point Number 1981, Northing jli$ '(75, Easting 485215' 6 Point Number 1982, Northing/768 20;43,-E'asting_48p 22.4 Point Number 1983, Northing 766247 O ,- stln 485 39.47 Point Number 1984, Northi g 7,11, Point Number 1985, Northi g 78�,,•81. 6, sti Point Number 1986, Northi g 3 030-7;.,O8, . stlI 85241-6 E _.i Point Number 1987, Northin 8315.56, fisting 81241.16 .4 Point Number 1988, Northin 768324.06, Easting 4ak2517 Point Number 1989, Northing 6330.87, Easting 4850711. -® Point Number 1990, Northing7Eig34177, Fasting 485185.1, 0 Point Number 1991, Northing 7683 Easting_48 7€�T9, Point Number 1992, Northing 768361:2 t7�Erd—ti � { � i 9 99 Point Number 1993, Northing 768347.87, E` astmg85123.90 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 Wfli 1e5eef VeAll-rose E O]J1]80LW0.-0 12 OR; 4089 PG; 3619 Cp.O �Is6nMiller� [j New Directions la Planning, Design 6 Engineenng OR : 4089 PG ; 3620 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 768849.18 Wig„ 4636.19 Point Number 2025, Northing 768 5�\38sin�g "444,40 Point Number 2026, Northing 79 W- 6'2, Easting 464B6'0 { Point Number 2027, Northing 776 8;84.88, Easting 4846781 8 Point Number 2028, Northing'768686.57 Easting -84 90.5 Point Number 2029, Northin 7 889810— T° ptirtg 484 10.97 Point Number 2030, Northi 7 8893`i ;` st'fi $4 'L Point Number 2031, Northi g 7i 8 011 �1, sti�� g4 6 'd' Point Number 2032, Northings, '.- 1, E sttrl4 479r 6 E-+ Point Number 2033, Northin 7 8918.81, asting 84824{ 2 Point Number 2034, Northit,716 940.94, Easting 4%-,48 48j 2 Point Number 2035, Northing\ 6' 1.50, Easting 484 Point Number 2036, Northing ��69� �3, Easting 4848293 Point Number 2037, Northing 7601 '3T,lir�q_48'KW1 Point Number 2038, Northing 76903''h0 - tiqFg '9'93 Point Number 2039, Northing 769044.56,�3sting48' 845.22 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 13 &fM 15 1 Vv On TosB a J=12 �.J WNl 5q-010.-0 WilspnMiller0 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 48444683.79 Point Number 0, Northing Point Number 2071, Northing 76906378.IZ! $e�¢61.�99 Point Number 2072, Northing 76gp7? l9; Easting 484514` Point Number 2073, Northing ))1!9076606, Easting 484566. 3 Point Number 2074, Northin 7696668,-Easting.4�27.4 \ Point Number 2075, Northin� 7607 ;17:,aF�a�tir�g 4 86.66 Point Number 2076, North! 7 0921 s'rt Point Number 2077, Northing 7 9198V4stij�L4T1-,:2 Point Number 2078, Northi g �I t;Point Number 2079, Northing 9i 31.25,`Easting4`1 441. �K Point Number 2080, Northin X76 161.81, Easting 48414. 1. 9 Point Number 2081, Northing 5.81, Easting 48d33�1,8-Q Point Number 2082, Northing 7�k2y& 13, Easting 48439 '��8� Point Number 2083, Northing 76 i4, 2�Easjinng 3 4.9i Point Number 2084, Northing 769294 ti g 4 3�:�.82 Point Number 2085, Northing 769325.01, Easting-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 dle 1F 1 VY 011 -TOS RNE wa,ssa-ow-n 14 0 YIsnnMillef OR: 4089 PG; 3622 New Directlens 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, 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 769844.57-,-Saf�i g, 40 7.62 Point Number 2117, Northing 76986-�}6 a tin — 0 Point Number 2118, Northing 7f888'7:b�9 Easting 48dt)9 t, Point Number 2119, Northing 649;i /x.57, Easting 484099. 8 Point Number 2120, Northin 7691 94, Easting 4WV 00.0 Point Number 2121, Northin 76 94 :actin 484 91.96 Point Number 2122, Northi 'g 7 91 st'r5 0i6 Point Number 2123, North; 9 7 9,q{68. 8, E st 4 5 Point Number 2124, Northir�ga Q955195, stin §404 ,2 E - Point Number 2125, North' 7 9974 13, Easting 4840485 �Q� Point Number 2126, Northin�e7$ 980.94, Easting 48.4170. 5 Point Number 2127, Northing 77 3.00, Easting 484,464�91�0 Point Number 2128, Northin 7 b0 �.��O, Easting484163.,59' Point Number 2129, Northing 77004k8X Easiir�q_484fQ2�5 Point Number 2130, Northing 770054:0(tir(g }'238 57 Point Number 2131, Northing 770052.31, 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 Wfe 155881 v«uv-rose E 15 K-\ UU �IsionMiller� New Directions in Planning, Design &Engineering OR; 4009 PG. 3623 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 ,_S48 69.16 Point Number 2163, Northing 7701 3 6 Point Number 2164, Northing 77 astin Point Number 2165, Northing .75, Easting 48423 . Point Number 2166, North 77 �1 Eagtipg 4 14.7 Point Number 2167, North i 77 11 a i g4 01.18 Point Number 2168, North i g7 1 i Point Number 2169, North i g 7 0 28. 5, E st Point Number 2170, Northi 4 s n 15 .5 Point Number 2171, Northi 0 .93, sting 16 Point Number 2172, Northin ` _ 196.75, Easting 4 72 8 Point Number 2173, Northing 35.81, Easting 48 0 Point Number 2174, Northing 32, Easting 48419 Point Number 2175, Northing 77 stin Point Number 2176, Northing 7703 i® 07 Point Number 2177, Northing 770349.68, ng -4 207.96 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 auu-sw-au. o 16 0 l� IIsOnMiller° NewDirecn'ans In Planning, Design B 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 84 47.06 Point Number 2209, Northing 771 Q6 Point Number 1127, Northing 77A asting 4 4?I� Containing 90.03 acres me Subject to easements of rE Bearings are based on the County, Florida being Nort �� CIV�' 17 diBlNM1R5BE1 Vx.011-T0580PNE �1250{OIP-0 G OR: 4089 PG: 3624 OF BEGINNING) Range 28 East, Collier NIsonMiller' OR: 4089 PG; 3625 Now Directions In Planning, Design & Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (W ILSONMILLER 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 THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 41 2. NEGATIVE SCALE: 1:3600 % 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEE 1 "4 6. THIS IMAGERY HAS NO B TECHNICAL STANDARDS OR NATIO 7. VERTICAL ELEVATION C qq EFFORT HAS C' BEEN MADE TO MINIMIZE 8. IN AREAS WHERE TALL STRt LEAN TO OBSTRUCT FEATU MINIMIZE THE EFFECT. AERIAL PHOTOGRAPHS HAVING nTn UKWK V` R E TO MEET MINIMUM C RAC S ND WILL CAUSE HIZO T !. DD SPLACEMENT. EVERY FFECT FOR CRI ICA R��P�fURES. I�F,S OR TREES E>Pp U_ RES- RE) SAICKED IN AN EFFORT TO 9. THIS PRO96v.,T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROVI 16 j IN DT. DATE 8-08-05 1�tvl L� 27. WILSONM�LL {1C- ERFb ENGINEERS AND LAND SURVEYORS. NOT VALID WFjp11T # 1GN>QTURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND)uYA NOT BASED ON FUS tIEY OF SUBJECT LANDS. CERTIFICATE OF AUTH_RIZATION # LB43 REF 2H-99 a�,earos-,ssee, v�.nn-,osea{rt 18 N)f2SOLO1P.0 CAO WilsonMiller New Directions In Planning, Design 8 Engineering DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA OR; 4089 PG; 3626 (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 88049'07" East, 2530.10 feet to (Point Number 2444, Northing, 765821.98, Easting-48 892.63); 0 Thence leaving said south lineH ort �f916'53" Wes .. �7 Northing 766372.12, Easting 48828;1.28) POINT OF Thence leaving said line in through 1723 inclusive) Point Number 1472, Northih� - 6J70.f 1,11�,ds�ihb 48525'�.t Point Number 1473, Northin 636 .31;'E�sting x'�,52 6 29 � Point Number 1474, Northin `�76 361.75, Easting 40� 93)10 Point Number 1475, Northing. 52.69, Easting 480�,.7, .� Point Number 1476, Northing 6635 93, Easting 485151 Point Number 1477, Northing 76 4 c38_East'N . 51 $ 03 Point Number 1478, Northing 766333:'1.0a.5 g ¢ �.� $�5 Point Number 1479, Northing 76 324.81, 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 to (Point Number 1471, vertices, (Points 1472 Offices strategically located to serve our clients 660.649.4336 Naples/Ootporale Office 3200 Bailey Lane, Suite 200 • Naples, Florida 34105. 239649.4040 - Fax239.643.5716 acvmrc 15e vm nu-auso wilsonm6lec cont ou, asw a". vW wc- zera� _ WfiVQWJler,lnc. — FL Lk.I LC-COCC170 J V VIIsonMillef 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 766321.06-E-mg4Z46.62 Point Number 1511, Northing 766 1 (�6_. E2stir 7, T8 Point Number 1512, Northing 7 32, l Fastin 48�/ 7. Point Number 1513, Northing 76631-6.56, Easting 48470 ^6 Point Number 1514, NorthiPoint Number 1515, North'rn}}�7663�1�_5,-l=asting 4t}4683.28` Point Number 1516, Northing 7 63W.e Eg 79 31aS *fig xPA 484 b1.82/ Point Number 1517, North! g ;g97. E; t � 6 Point Number 1518, North! g ��$,O3 ,'Ej t(n' 8458 .1 Point Number 1519, Northi7 6272,10,�asting 55 43 Point Number 1520, Northin§ 76 266 0, Fastin 4 %40 75� \� 9 Point Number 1521, Northing 6$ 6.38, Fasting 48449 5 Point Number 1522, Northing t 62 75, Easting 4844 .V Point Number 1523, Northing 76 I1T.68; €asting,_48 - €�:�(Y Point Number 1524, Northing 766194-3 'Gajstio jF _ 387.66 Point Number 1525, Northing 766186.51, asting-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 veveaos.teeeee ver011-etnxu vau taitz.sa ao. vvrx-aero 2 AA00 Wilsd►nMiller` tj New Directions In Planning, Design 8 Engineering OR ; 4089 PG , 3628 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—g 484?98.22 Point Number 1557, Northing 76641 �9,tit�g44/fit �0 Point Number 1558, Northing 7fj6945 Easting 48445 Point Number 1559, Northing y663&8 .04, Easting 4842461> 5 Point Number 1560, Northin 766381-.93; @asting4$4240.8 Point Number 1561, Northi 7¢636$-.10�anti g 4�4 23.03 Point Number 1562, Northing 766 52'0 � a "tMP5 T`6, Point Number 1563, Northi g 6 35 1, East��n1 t Point Number 1564, Northi 91 6 28' 4,;;A lnn19.Point Number 1565, Northir� 63M8; Easting18 06Point Number 1566, Northin 766293.75, Easting1j84 Point Number 1567, Northing\760 76.00, Easting 484, Point Number 1568, Northing 7€6 R92, Easting 4841Q6 Point Number 1569, Northing 766 5011 ; Ea ting_48 Point Number 1570, Northing 766239,(Q sting+�8 X9732 Point Number 1571, Northing 766228. 69, Eastingg4196.76 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 fV1� 150550 Vr 011-CLANo 3 w) 05J1]-504016MM-28)83 L\ V� n.. 441maMiller' New Directions In Planning, Design & Engineering OR: 4089 PG: 3629 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; ti-9-484205rr}�.25 Point Number 1603, Northing 7657,,55. 4 �sYirlg413 Point Number 1604, Northing 7gt3.5�Zt# B Easting 4841 1 Point Number 1605, Northing 766716.48, Easting 48416. 4 Point Number 1606, Northincy�76 0 .69;-E,asting.484\160:7 Point Number 1607, Northinj 7 676:81; V�ti lg 4$4 49.43 Point Number 1608, Northi'r g- 7 - 50J.13;JJE s Irt Point Number 1609, Northi�5g 7 5dY20. 9, st� Point Number 1610, Northi 9 7 58p¢ sot n 8413.28 f-, Point Number 1611, Northi 5592.68; Easting d 133 S Point Number 1612, Northi11, 6 571.69, Easting 4 ,129x2�Point Number 1613, Northi2.06, Easting 48�R1L27.71 Point Number 1614, Northing 5 0 63, Easting 484125',6 Point Number 1615, Northing 76 4h�k-Easting 48413`®4 Point Number 1616, Northing 765523A9,1 1 dsti-6. 41 - . 5 Point Number 1617, Northing 765516.9�asting 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 ercvmos tseeee ver. ov.ourio uw waeasaao- MRK- 207" 0 W"SOJIMiller` OR: 4009 PG; 3630 Now 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. I g .22 Point Number 1649, Northing 764 �� 0 Point Number 1650, Northing 7 Easting 48 Point Number 1651, Northing 6 .79, Easting 483 9 Point Number 1652, Northin 76�, H 4 832.4 Point Number 1653, North[ 7 46 Eesti 9 483 17.91 Point Number 1654, North! g7 49-,/E�s i Point Number 1655, Northi g 4 18. 6,jEst Point Number 1656, North! 377. H Point Number 1657, North! 4 2.94, asting 376 40 4 Point Number 1658, Northin C- 587.56, Easting 4 05 Point Number 1659, Northing 3.00, Easting 48 Point Number 1660, Northing 50, Easting 4837 Point Number 1661, Northing 76 Eastipg--A Point Number 1662, Northing 76454. Il ti 1 .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 ersmos 15ce ver eu cw+o 5 G, NVIsgnMiller, 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 763756.31,E f9483615.75 Point Number 1695, Northing 763707 t e4 3- 3•,93 Point Number 1696, Northing 76365 1; Easting 4$35. Q? Point Number 1697, Northing 7W,'11.25, Easting 48355 Point Number 1698, Northin 76 5 0:06; Epsting_4$3542. Point Number 1699, Northin�7Q� 4.A47,Eastipg 483' 27.62 Point Number 1700, Northing 7G351231 - stidg,483 1 Point Number 1701, Northi I g 3478 2, E'stjnlg #$ 1.7 Point Number 1702, Northi � 3 8, E s ng 8349 .�I Point Number 1703, Northi ? 342 78, E�stinj 4,_-341 Q� Point Number 1704, Northin 7 391. 3. Easting 4 .�59 69 J Point Number 1705, Northin 7 75.44, Easting 48�I 3 ,0 Point Number 1706, Northing X6306, Easting 48342 Point Number 1707, Northing 76 S�O,.Eastin341 Point Number 1708, Northing 763 i rg 4$33$5161 Point Number 1709, Northing 763349.57; Easting483368.31 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 23019'18" West, 25.59 feet to the west line of the aforementioned Section 33 (Point Number 1724, Northing 763606.74, Easting 482781.03) wtarmos iseeee vx of-curro .�, aviz.spuwvwwc-zarm INWIsOnMiller` OR: 4089 PG; 3632 New Directions In Planning, Design & Engineetlng 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,-Ej�tigg-483102.69 Point Number 1734, Northing 764175' ..-'Ea9tifitl-g A 30,�R��3 Point Number 1735, Northing 764�0� A,—Easting 44836 `4y6iS Point Number 1736, Northin jf243.94, Easting48292 t# Point Number 1737, Northing 61d$8.42, E@stin4 2883.8 Point Number 1738, Northing 7§4258-. g astieg 482' 73.62 Point Number 1739, Northing 7 42r51v- 9; - 'stirtlq 48-2,870 5 Point Number 1740, Northi g 7�(�ZE2 . 6, EW ng l�28�7.ti. Point Number 1742, Northi l iPoint Number 1741, A496f d. E 10 t�fio 4x285 54Northii 1,64 U Thence North 23019'18" West '= feet to the weiO-the f Ihe) forementioned Section 33 (Point Number 1743, Northings 63 228, Easting 482. �J)' Thence along said west line North ( �'?9'�yi%st, $§ meet to (Point Number 1745, Northing 764064.74, Easting 482777.23) Z --,____-- 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 azsnoos iseese Ve.. On -a 7 03J13501 MW -287W lvl� filler° 11ewDIM0600e In Planning, Design & Engineering OR: 4009 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 766310.7 19.85 Point Number 1773, Northing 7663 2 Point Number 1774, Northing 7 asting 4 Q?I Point Number 1775, Northing i4 .31, Easting 48420. 1 Point Number 1776, Northin 76 6"8—,Ea in 4 314. Point Number 1777, Northin 7 6a:: , a ti g 4 0.43 Point Number 1778, Northi g 7 1 Point Number 1779, Northi g 6 18. 3, E st Point Number 1780, Northi - 6 5 s n 8467 .4 Point Number 1781, Northi .18, sting 7 Point Number 1782, Northin 801.06, Easting 4 '-64 1 Point Number 1783, Northing 91.43, Easting 4 Point Number 1784, Northing 7 41, Easting 48490 Point Number 1785, Northing 76 4astin 1 .1 Point Number 1786, Northing 7667 0 1 Point Number 1787, Northing 766706.9�g 8sting-48 097.53 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 e2N100S 150088 VC 011 -GU N11) 05912904d6VWgK-2W8] WiIsonMiller, �jf NewDirectians In Planning, Design & Engineering OR: 4089 PG : 3634 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 1609, 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 s��lt C Subject to easements of record. s Bearings are based on the no ii of Section 28, County, Florida being North "0 45�! ersarews lemee Va. on coxa M onUswwu vwra<-sarea cvk� W South, Range 28 East, Collier WIISOIWiller' New Directions In Planning, Design & Engineering OR; 4089 PG; 3635 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 89000'45"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 214-99). 2. ACCURACY - A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/: 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' ` 5. SCALE NOT TO EXCEE 1 = 6. THIS IMAGERY HAS NOT B E TECHNICAL STANDARDS OR NATI N A 7. VERTICAL ELEVATION H EFFORT HAS l \ BEEN MADE TO MINIMIZ CT 8. IN AREAS WHERE TALL S r. LEAN TO OBSTRUCT FEATU� MINIMIZE THE EFFECT. EFFECT FOR CRS ;ORES OR TREES 9. THIS PRODJUGT IS SIMILAR IN ACC P—ROVADIEV IN c IV- AERIAL PHOTOGRAPHS HAVING TO MEET MINIMUM EVERY IN AN EFFORT TO ED ENLARGEMENTS, EXCEPT DATE 8-08-05 STERED ENGINEERS AND LAND SURVEYORS. SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL NOT BA p,, �1dM1aItSURVEY OF SUBJECT LANDS. C"AU HORIZATION # LBA3 REF 214-99 YGY1N 155 Vecon-GUND cvn 033125M-0Ib V WRK-1B)&i 10 I ilsonMiller 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) OR: 4089 PG; 3636 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 comer of Section 27, Township 46 South, Range 28 East, Collier County, Florida. Thence along said north line of said Section 27, North 8805947" East, 544.11 feet, to the POINT OF BEGINNING; (Point Number 573, Northing 771170.47, Easting 488502.29); Thence along said north line North 88059'47" East 777.69 feet to (Point Number 576, Northing 771184.10, Easting 489279.86) Thence leaving said line in straight-line�\ Allowing vertices, (Points 577 through 579 inclusive � 1 � Point Number 577, Northing 772 6. Easting 489264.73 Point Number 578, Northing 77 549 Fastin 490589,' Point Number 579, Northing Thence along the east line of a ?eiri$es�ri�ed p S on said north line of said Sect[ (Point Number 580, Thence along the north line of s i' coon 27 North 88° Northing 771225.17, Easting 491 Thence leaving said line in straightd nfj ants through tl & 573 inclusive) TIE CTR( Point Number 582, Northing 772567.63, Easting 6 Point Number 583, Northing 772573.53, Easting 491909.42 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 HER IN ER REFERRED TO ASP NT 'A" AF ER REFERRED TO S I T ' B" u 'East, 1342.58 feet to a point khi g 7 Z .20, Easting 491261.54) t7" E /g 09 feet to (Point Number 581, p]` q g vertices, (Points 582 through 631 HEREINAFTER REFERRED TO AS POINT "C" HEREINAFTER REFERRED TO AS POINT "D" Ottices strategically located to serve our clients 860.649.4336 NapleACorporare Office 32W Bal/eyLane, Suite 200 • Naples, Ronda 34105 . 239 649.4040 • FaX 239.6435776 W�,u�> voron-.o=�RW wllsonmlller. com WIImnMlna°lnc. — FG LI¢/ LU0000170 WilsdnMiller® OR: 4089 PG; 3637 New Dlwh'oas In Planning, Design & Engineering Point Number 598, Northing 770631.37, Easting 491052.73 HEREINAFTER REFERRED TO AS POINT "F" 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 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 g4898a54.6 Point Number 612, Northing 7Ts ' #b90 Point Number 613, Northing 7ng 48950 Point Number 614, Northing 7ting 489362.54 Point Number 615, Northing 7ing 489340.85 Point Number 616, Northing 7ting 8981 iPoint Number 617, Northing 7g89�1147.00 Point Number 618, Northing 7fftlg 4QJ(4B HEREINAFTER REFERRED TO AS POINT "F" REFERRED TO Point Number 619, Northing 7 4ti gi g 6 3 63 Point Number 620, Northing 7 �8 as g 1 q? Point Number 621, Northing 7 98, Easting 489060. Point Number 622, Northing 77 2, Easting 468917. Q Point Number 623, Northing 770 Easting 488903.80 {� Point Number 624, Northing 77076 1 ting 488901.24 Point Number 625, Northing 770769. ski 88886 Point Number 626, Northing 770790.89, Point Number 627, Northing 770840.60, 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" flRY ISSMY Vt.011-TQSBC{iNE M1 W]b504d6-0 Cq0 fIsonMillerm NewDienians In Planning, Design & Engineering OR: 4089 0Q9 p G, 3638 [38 LESS & EXCEPT THEREFROM THE FOLLOWING (13) PARCELS PARCEL Bt COMMENCING at the northwest comer 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 8805947" East 777.69 feet to (Point Number 576, Northing 771184.10, Easting 489279.86) Thence leaving said north line North 00038'44" East 1342.51 feet to (Point Number 577, Northing 772526.52, Easting 489264.73); Thence along the north line of Parcel 8 North 88059'17" East 827.19 feet to the POINT OF BEGINNING (Point Number 2230, Northing 772541.14, Eas1�490O92.51); Thence continue along the north line a y h� rein described North 88059'17" East 472.26 feet to Point Number 2231, 772549.48, Eas I �4 64.70 Thence leaving said line in strai t -lie gmen roug-hA a follo ing ertices, (Points 2232 through 2250 & 2230 inclusive) r Point Number 2232, Northing 72 7: 9: ast;ng 4X5!.. \1 Point Number 2233, Northing 7 6. 3, sin 4Point Number 2234, Northing 72 Point Number 2235, Northing 3.64, Easting 49057 Point Number 2236, Northing 7 12, Easting 49054: Point Number 2237, Northing 77 Easting 490509.6 {� Point Number 2238, Northing 7723 asting 490443.11 Point Number 2239, Northing 772371. ang 9903 Point Number 2240, Northing 772310.0 s W911, 11 Point Number 2241, Northing 772267.24, Eas i .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. e?w3006-1e5e0l V.01] -TOS RNE 0191Y501-040.-0 1 GQ' WISOo Millef Neiv Directions In Planning, Design & Engineering PARCEL B2 OR; 4089 PG; 3639 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 00031'22" 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, Eassng-490970.84 Point Number 2283, Northing 772352.82,anti 4-g00 TS Point Number 2284, Northing 772476.43q� a4 ing-491013, Point Number 2285, Northing 77254yEasting 491024.95 Point Number 2286, Northing 77?�65. 0, Easting 491029.71 Thence along the north line of he fo ntio tl Fi �orth line of the herein described Parcel North 88°58'31" East 2 9.6 fe t to P in N b hi g 72561.73, Easting 491249.29); (POINT OF BEGINNING) Containing 3.03 acres more or, 6'LYAWISS�R Vs 01L T0$BCRNE W912 -SW M0.�0 WiIsonMiller° New Dlrecgons In Planning, Design & Engineering PARCEL B3 OR: 4009 RG: 3640 COMMENCING at the aforementioned POINT A (Point Number 578, Northing 772549.92, Easting 490589.15); Thence South 34609'44" East, 628.90 feet, to the POINT OF BEGINNING; (Point Number 2262, Northing 772029.53, Easting 490942.31) Thence in straight-line segments through the following vertices, (Points 2263 through 2275 & 2262 inclusive) Point Number 2263, Northing 771977.23, Easting 490956.57 Point Number 2264, Northing 771929.70, Easting 490942.31 Point Number 2265, Northing 771901.16, Easting 490923.29 Point Number 2266, Northing 771879.17, Easting 490936.13 Point Number 2267, Northing 771877.39, Easting 490932.80 Point Number 2268, Northing 771877.39, Easting-490 .99 Poiht Number 2269, Northing 771891.66 a tincJQ9Q$ p Point Number 2270, Northing t.ngirig 49071 1 Point Number 2271, Northing ing 490756.89Point Number 2272, Northing ing 490758.66Point Number 2273, Northing in��76, Northing 72 R", 07ifl(�6Point Number 2274, Northing t 804.4 j��jPoint Number Point Number 2262, Northingin 40 9 I T OF WINNING) Containing 0.66 acres more PARCEL COMMENCING at the 491249.29) 772561.73, Easting Thence along the east line of the aforementioned Parcel B South 00031'22" East 658.46 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 00031'22" 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 easrioos,ssmx vg:ai.raseon 5 autzsa-ao--a 1111"MsolnMiller OR; 4089 PG; 3641 Now 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, 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 67025'28" West 34.57 feet to (Point Number 2287, Northing 771304.32, Easting 491768.27) Thence leaving said south line in straight-line segments through the following vertices, (Points 2288 through 2292 inclusive) 0 �I��r Point Number 2288, Northing7713 44 ._ asting 491793.33 9 . E', Point Number 2289, Northing 77y39 �2, Easting 491831.35 Point Number 2290, Northing 77143Q.5�Easfifr 91864:63 Point Number 2291, Northing 7f/14d4.7 s44'ngA 1897.9 Point Number 2292, Northing 7144 -$4, astl 9 �`6 ine of a or ml {io Thence along the east la 1$ o tfty 1'1 " East 116.49 feet to the POINT OF BEGINNING Poin u b r5 orfhi 7X33. 5, Ea tj 491920.69) Containing 0.32 acres more or 2sIn PARCEL B6-, (� BEGINNING at the aforementioned POI e� �E� it 92,allorthing 770335.17, Easting 491693.64); - Thence along the south line of the aforementioned Parcel B the following (3) three courses & distances; 1) South 85036'12" 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 55025'24" 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 arzaams issxz v.r. oii.roseonr�e ovtxsa-ao.o WilsonMiller" Now 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 OR; 4089 PG; 3642 Thence along the east line of the aforementioned Parcel B South 33926'12" 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) j J Thence along the west line of the afor i id rreee(t� u 1 "4247" East 81.17 feet to (Point Number 2323, Northing 770550.24 491055.16) PO j� E EGINNING; Thence leaving said west line in trai-Itwseg em nts ti through 2326 inclusive) Point Number 2324, Northing 70 5, sin 4 0 Point Number 2325, Northing 70 5. 6, sin 4 0 Point Number 2326, Northingf�. A Thence along the west line of th ementioned Parcel 1) North 40°39'18" West 25, �f� oint Number 2) North 05°53'55" West 161A ��( in um ata 3) North 01 °42'47" West 186.43 fe K oiurbpl POINT OF BEGINNING; Containing 0.08 acres more or less PARCEL BB vertices, (Points 2324 three courses & distances; 770203.08, Easting 491077.35) 1770363.89, Easting 491060.73) ig 770550.24, Easting 491055.16) 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 59055'07" West 35.81 feet to (Point Number 599, Northing 770613.42, Easting 491021.75) 2) South 59055'10" West 63.45 feet to (Point Number 2376, Northing 770581.62, Easting 490966.84) POINT OF BEGINNING BZBrzOeF 165862 VY. 011-TO680PN6 7 PO 11461sgnMiller" OR: 4089 PG; 3643 NewDimfions 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 75018'59" 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 00002'35" East 97.34 feet 6 t-WU" @ Northing 770728.71, Easting 491052.81) POINT OF BEGINNING; Thence leaving said line in 2370 & 2328 inclusive) through the foAwinbvertices, (Points 2329 through Point Number 2329, Northing 707 Point Number 2330, Northing 70 5. 3, as in 4 0 .9 Point Number 2331, Northing 70 7. 6, sin 4 0 ,03 Point Number 2332, Northing .0 1 49 Point Number 2333, Northing 4.93, Easting 49090 Point Number 2334, Northing 7 93, Easting 49083 . Point Number 2335, Northing 77 , Easting 490785. Point Number 2336, Northing 770 asting 490724.46 Point Number 2337, Northing 77070. 5 Point Number 2338, Northing 770730.3 , sli9.0 Point Number 2339, Northing 770787.49, E f 64 i 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 770660.07, Easting 491144.07 Point Number 2356, Northing 770856.70, Easting 491147.12 PIISRWS IMUM V[.. Oil-TOWORNE ua W3125WA,6-o IN,IsdrnMiller OR: 4089 PG: 3644 New Directions In Planning, Design d 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 49116828 Point Number 2360, Northing 770846.12, Easting 491171.80 Point Number 2361, Northing 770637.61, 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 ©�R co jay /PARCEL B1 COMMENCING at the eforeme ion b/POIt Point N ber 6 490258.77) �1i' Thence North 44°45'14" West 10 to P I 5 490110.31) POINT OF BEGI NII$ ; Thence leaving said line in str�ig_ �tttin�s'c7g?n l s-thrduj the' 116% 2427 & 2385 inclusive) a Point Number 2386, Northing 77 3, Easting 490048. ,0 Point Number 2387, Northing 771 asling 489962.93 Point Number 2388, Northing 77124ing 4899 Point Number 2389, Northing 771306.8 s)ila�90 Point Number 2390, Northing 771382.95, Eas' g-48 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 eareoos-ie vr.on-To� 9 w ov12 wa -o 771033.52, Easting 771183.27, Easting (Points 2385 through WiIsonMiller, 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, Eastin 490357.53 Point Number 2424, Northing 771335.41, n Point Number 2425, Northing 771264 t"y t OFA' Point Number 2426, Northing 7712 .®, sting 490267. Point Number 2427, Northing 771 Easting 490186.38 Point Number 2385, Northing 77 18 .2� EasBna 490110,31 Containing 11.98 acres more COMMENCING at the aforem 10 ed POINT G (Point 489142.88) Thence along the south line of th mentioned Parcel Number 2439, Easting 770910.86, 9tl 9,489147.00) PC Thence leaving said line in straight-line 2442 8 616 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 OR: 4088 PG; 3645 BEGINNING 770901.72, Easting East 10.03 feet to (Point vertices, (Points 2440 through Thence along the south line of the aforementioned Parcel B South 37048'37" West 275.09 feet to (Point Number 618, Northing 770901.72, Easting 489142.88) POINT OF BEGINNING. Containing 0.09 acres more or less trisnoos,eseax v.r. on-rosewae o�txsaa,a-a 10 WiIsonMiller NewDinectlnns In Planning, Oesrgn & Engineering PARCEL B12 OR: 4009 PG; 3646 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 38019'09" West 3.25 feet to (Point Number 620, Northing 770893.93, Easting 489133.61) 2) South 43005132" West 106.74 feet to (Point Number 621, Northing 770815.98, Easting 489060.69) 3) South 66030'37" West 156.45 feet to (Point Number 622, Northing 770753.62, Easting 488917.21) 4) North 57°19'18" West 15. e,t>� ( ber 623, Northing 770762.23, Easting 488903.80) ��—._i J(T Thence leaving said south line in rai -line segments through e f owing vertices, (Points 2445 through 2446 & 619 inclusive) Point Number 2445,Northing 707 s Point Number 2446, Northing 70 01 as in 4 0 .8 Point Number 619, Northing 7 0�8) .4 sl g 8 3 P IN O �B GINNING Containing 0.09 acres more or I ss r PARCEL 873 Commencing at the aforementioned nt m V� orthing 771170.47, Easting 488502.29) YE 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 88059'47" 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, (Paints 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 &LilROUF ISM Vx n11-TOSBp1NE W31 0]H250F016.0 0 11 WilspllMillere OR; 4089 PG; 3641 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, 1v d YlWS 1558]R Ver 01FT05BIXUIE au+rswo+o--o \11E Cm% 12 NET ACREAGE PARCEL B: 103.27 - PARCEL 81: 2.70 PARCEL B2:3.03 PARCEL 133:0.66 PARCEL 134:0.85 'PARCEL 135: 0.32 PARCEL 66: 0.47 PARCEL B7: 0.08 PARCEL 138: 0.003 PARCEL 69:5.40 PARCEL B10: 11.98 PARCEL B11: 0.09 PARCEL B12: 0,09 PARCEL B13:1.96 NET ACREAGE: 75.64 111471son Miller OR; 4089 PG; 3648 New Directions In Planning, Design & fngineenng SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (WILSONMILLER DRAWING NUMBER 21-1-99 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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON I THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/2 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED . "=5 6. THIS IMAGERY HAS NOT BE 1 TECHNICAL STANDARD O 7. VERTICAL ELEVATION dHA G EFFORT HAS BEEN MAFi 8. IN AREAS WHERE TALL �T'' EXPOSURES WERE MOS;I 9. THIS PROD IS SIMILAi�00 PROVIDED NA IGITAL FOR BY 11111-,i Willi nmiller® New Din:ctions In Planning, Design & Engineenng OR; 4089 PG; 3649 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 00028'34" East, 2199.96 feet; Thence leaving said line North 71°36'54" €a-�I�4-45, eet to the POINT OF BEGINNING; (Point Number 2502, Northing 763874.12,ga§tllfi486�fi�Q); , Thence leaving said line in straifjlaL�Yr% segments through 2524 & 2594 throuohf2829 &-2850-thmur vertices, (Points 2503 Point Number 2503, Northing 7 339 ' 5rK`tttj n ft$$3 4- Point Number 2505, North! :t Point Number 2506, Northinq,7 /061.821'E -a i� 4 374 5 n 7` 8. 5 Point Number 2507, Northing 7,, 087.38, Easting 484 58 5 Point Number 2508, Northing 7�4 5.62, Easting 4836 5 Point Number 2509, Northing 7, '699, Easting 483796 �3� Point Number 2510, Northing 76d 04,94 Easting 4838. 7"' Point Number 2511, Northing 764212 98 Point �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 Point Number 2594, Northing 765051.32, Easting 484012.37 AS POINT "A" Point Number 2595, Northing 765126.04, Easting 484034.19 Point Number 2596, Northing 765128.93, Easting 484035.04 Oltices str2te0lc3lly located to serve our clients 600.649.4336 NaplesvCoryorate OOlce 3200 Balley Lane, SUIN 207 • Naples, Flodda 34105 . 239649.4040 • Fax 239,643 5716 nmollsesea v.(on.Tosew wllsoemllleG com waaso4au.o WIIconMOls&Mc. —FL LIOJ tC-C000170 Wi]sp,ammer- OP.: 4089 PG: 3650 Now Directions In Planning, Design 6 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 25.88 Point Number 2612, Northing 7658 1a i$ 9 Point Number 2613, Northing 76 asting 4 4>� Point Number 2614, Northing 7 .43, Easting 48430 . Point Number 2615, Northing 65 0 stin 4 334.2 Point Number 2616, Northin _197 . asti g 56.06 Point Number 2617, Northi 7 sin Point Number 2618, Northi g 7 9. ti 4 Point Number 2619, Northi 1 f� 39 .0 Point Number 2620, Northin .00, i 40 . Point Number 2621, Northin 105.17, Easting 4X100. 3 Point Number 2622, Northing 1.93, Easting 48 00 5 Point Number 2623, Northing $T 93, Easting 48440 Point Number 2624, Northing 76 asting 4844 Point Number 2625, Northing 7661� �� 1 9 5 Point Number 2626, Northing 766180.19;'Eec in 14.28 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 464578.44 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 6RYlMi I&5EE] Vs:011-1O5BORNE 2 MI o�s+zsaao-a PO wusoiiminer- 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,EastirrgA85'43.37 Point Number 2658, Northing 766 1:d�QQ���Sr �72 Point Number 2659, Northing 76925 Easting 4853 U Point Number 2660, Northing 76836: INiiso.7milier- 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, 8 99.36 Point Number 2704, Northing 7662 . I i a . 6 Point Number 2705, Northing 76 , 5asting 4 Point Number 2706, Northing 7 .12, Easting 48645 . Point Number 2707, 6 Point Number 2708, Northing 76197.03, astin4 g 48 07.01 Point Number 2709, Northi § 7 m Point Number 2710, Northi g 7 1 7. ti 6 Point Number 2711, Northi 1 0 )� 632 1 Point Number 2712, Northin 88; a5`ti 29 . Point Number 2713, Northin , 111.48, Easting 48 8. 9 Point Number 2714, Northin0.06, Easting 48 7 Point Number 2715, Northing 67, Easting 48620 Point Number 2716, Northing 76 asting 4 Point Number 2717, Northing 7660 ir. 5 Point Number 2718, Northing 766070. 74, tin 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 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 V1Y1006,551Si Vx. %I-TOSBOME M 4 WlftoiWiller° OR: 4089 PG; 3653 NEW Directions In Planning, Design a 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,,Easfg,-48fi�13.29 Point Number 2750, Northing 76521,1- 5 F U a 25 Point Number 2751, Northing 765 �f7 9 ' 1 ssting 486 Point Number 2752, Northing 7 51 2:64, Easting 48619 5� Point Number 2753, Northing/7651"1;9:07; Eastjnq 486197.5 Point Number 2754, Northing 76509311 ast. g61 96.26 Point Number 2755, North' �g 7 • 0$ tin$fi}4T Point Number 2756, Northi g 7 5061. 1, sti $ j Point Number 2757, Northi 5 50� 620 Point Number 2758, Northi;g; �t;8.69,,' i 20 �7 Point Number 2759, Northing 76 019.91, Easting 487. 3 Point Number 2760, Northing \ 6 95.12, Easting 48- 7�8 0 Point Number 2761, Northing9.590, Easting 48620. Point Number 2762, Northing 76 1;3r,68,,1 asting 4852 q #fig Point Number 2763, Northing 76494Tppst%g3��2.0:67 Point Number 2764, Northing 764917.3 EaSin- 85234.,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 a -tom Vao„-,oma M1 oba5a.aa-o wiIsommer- OR: 4089 PG: 3654 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,-Eagt1nR,486011.89 Point Number 2796, Northing 764899:2,Alf�'9tirlg 012 Point Number 2797, Northing 76494; a ting 4$6 a. Point Number 2798, Northing 7,648 6:39, Easting 48684$. Point Number 2799, Northing/764B�2:47-,-Easting 48889.1 Point Number 2800, Northing76 871 $$92 47Point Number 2801, N rthi, asting 4$8616.68 Point Number 2802, Northi g 7 4 75 asti 869 .§$� Point Number 2803, Northir�� 55f Sp - Point 696 .0 E Point Number 2804, Northin 846.61, acting 4P98 )c Point Number 2805, Northin6.76 855.79, Easting 48 997 9 i Point Number 2806, Northing�¢4� 80.68, Easting 4660-'q9 10 n Point Number 2807, Northing @'48 5 08, Easting 48700tj- Point Number 2808, Northing 764%4 tZ-1, Easting 4870 mi i Point Number 2809, Northing 7649 0 - s iqg ¢ 70, 1 Point Number 2810, Northing 764900.06, Fastin 87(f38.02 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 bTYPY' 145e8] Vc.011TO580RNf WIPS01-o1a-0 L wnsominer° OR: 4089 PG: 3655 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,lE, tirrg;4S7 22.14 Point Number 2870, Northing 7647 4'5,6 till' 4 5 7 Point Number 2871, Northing 764 6§�0 ;Fasting 4875 / Point Number 2872, Northing 714.7 9:31, Fasting 487543. Point Number 2873, Northing �764 '3 31 Easting 4812545.1 Point Number 2874, Northin 76 73 OS Fa It' ��g999 4�7 38.75 Point Number 2875, Northi g 7 7 44 E r] i 9 Point Number 2876, Northi g 7 4T17. ��E� tin , 7 Point Number 2877, North in g-7 i3 2 %')'�'� X587491 Point Number 2878, Northin 4736.88,'East irfg 486. Vi Point Number 2879, Northin4't7,64741.93, Easting4t3 72.9 Point Number 2880, Northings 4l�i43.81, Easting 48`N'" 33 1 Point Number 2881, Northing47., 19, Easting 48741 9� Point Number 2882, Northing 76$$$7443tEasting 4$748!6 Point Number 2883, Northing 76475 tirjg �t�4 494 Point Number 2884, Northing 764704.19,`EastlFlg 48'7426.13 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 82MOUS 15500] Ver.011TO5BORNE VA WiIstinMiller OR: 4089 PG; 3656 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 7643644,-g, 87421.81 Point Number 2916, Northing 76433.6 Batu °i4�8�4Q� 9 Point Number 2917, Northing 76� _0 .)68; Fasting 4 T3 9i Point Number 2918, Northing 64256.69, Easting 487343: 4 Point Number 2919, Northin 76 6 fl0; EasliPg 4 315.9 Point Number 2920, Northin 7 1 .M- astig 4 -97P2.19 Point Number 2921, Northi g 7 fi7V1� Ii 7`b Point Number 2922, Northi g 7 4(70. 3, E stir Point Number 2923, Northi �}= e 5 sung 725 .6 Point Number 2924, North[ 415"1.28 1= sa tinge724 8�3 )n� Point Number 2925, Northin75 141.62, Easting 481;219)]23 -� Point Number 2926, Northing 7 8.25, Easting 48'�;1'$7.2b� Point Number 2927, Northing 7 40 7 49, Easting 48710<' Point Number 2928, Northing 76 Q6�f Easting 4.87` 1 Point Number 2929, Northing 764035 ig$19tt.76 Point Number 2930, Northing 764021.07, Easting487079.00 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 6'1Y1W5 188¢89 Ver 011 TO5 Mt �9 09992�16.0 nsominer® OR; 4089 PG; 3657 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 763851.3.1;E� sti g 486706.85 Point Number 2962, Northing 7638 4- _ Istixg 4 1-,179: 0 Point Number 2963, Northing 7fi3 �9 Easting 4862 Point Number 2964, Northing 7677 35, Easting 48610 ${ Point Number 2965, Northinc 76 762.74 EestiOg 4t}6082.6 Point Number 2966, Northing 7 75��:U a ti g 4 6 60.47 Point Number 2967, Point Number 2968, orthi 1 g 7 37�6�33.1 i, E stln 6 �Q Point Number 2969, Northing - 3`4'�3�� E ski g6074�i� � Point Number 2970, NorthirLigy 7 3�07.78;'Ea'sting 6074155 Point Number 2971, Northin�ir7 581.91, Easting 4410 076J46 Point Number 2972, Northing 7, 64.70, Easting 488 �., 0� _o Point Number 2973, Northing 7 §5 4x85, Easting 486048 1 Point Number 2974, Northing 76 6 as in 6.9 .. Point Number 2975, Northing 763588>Q7 j astig g69 7. 3 Point Number 2976, Northing 763613.98,-asttng4B5986.77 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 P21[OOS 155983 Vx 011 -TOM NNE 03912S 0--0 CAS wusomilier- OR: 4089 PG: 3658 Now Directions In Planning, Design & Enginnenng 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 Vis, 73.28 Point Number 3008, Northing7641 4 Point Number 3009, Northing 76 asting 4 Point Number 3010, Northing 7 .64, Easting 48621 . Point Number 3011, Northing 64 stin 48 17.9 Point Number 3012, Northin 76 29 . a g4 46.22 Point Number 3013, Northin 7 Point Number 3014, Northi g 7 4 9. ti 6 Point Number 3015, Northi 3st' 636 3 Point Number 3016, Northin .79, ti 39 . Point Number 3017, Northin 243.72, Easting 48 3. 9 Point Number 3018, Northing 8.96, Easting 48 6 t Point Number 3019, Northing t 91, Easting 48649 Point Number 3020, Northing 76 astin 4ft6 , 6. Point Number 3021, Northing 7641 ., p tir g,p858 . 7 Point Number 3022, Northing 764087.49, stting86612.79 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 �lilRwi t559a9 va: art-Toseogxe wars-sa-wo--o 1� 10 Wiisomii/er, OR: 4009 PG: 3659 NEW OIMMOns 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 Fastin 8 457.80 Point Number 3054, Northing 7646 -0 . 9 Point Number 3055, Northing 76 asting Point Number 3056, Northing 7 8, Easting 48633 . Point Number 3057, Northing64 sting 48 342.1 Point Number 3058, Northin 76 49 . as ' g 27.40 Point Number 3059, Northin 7 4 1 in Point Number 3060, North! g 7 1. b 6 Point Number 3061, Northi 4 7. f 627 0 Point Number 3062, Northin .63, i 25 . Point Number 3063, Northin 370.42, Easting 48 1. 2 Point Number 3064, Northing 6.88, Easting 4 7 Point Number 3065, Northing 35, Easting 48617 Point Number 3066, Northing 76 asting 48 Point Number 3067, Northing 7644 i g, p Point Number 3068, Northing 764426.0 2.16 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 BRy3085155883 Vr 011-TOSBORNE OM o3nz-�-o 11 0 WilsonMiller` OR: 4089 PG 3660 NewNirections 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 A0.56 Point Number 3100, Northing 7635 . O sa . - 7 Point Number 3101, Northing 76 asting 48 Point Number 3102, Northing Z25 .54, Easting 48592 . Point Number 3103, Northing 63 tin 48 21.5 Point Number 3104, Northin 76 53 . a i g 4 5 21.54 Point Number 3105, Northi 7 i Point Number 3106, Northi g 7 3 93. 3, sti 1 Point Number 3107, Northi 5 s " 8590 .4 Point Number 3108, Northin .31, sting 89 . Point Number 3109, Northin 466.25, Easting 48 85. 9 Point Number 3110, Northing 9.00, Easting 48 5 3 t Point Number 3111, Northing 68, Easting 48584 . Point Number 3112, Northing 76 stin 4 Point Number 3113, Northing 76338. t!U9 2 Point Number 3114, Northing 763346.68, stin .$ 811.03 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 flRYlOW-155eW Vs011-TOSBOWIE 12 J) matz.sw.aa.B C WilsonMillerI OR: 4089 PG: 3661 New Directions In Planning, Oestgn & 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 11.03 Point Number 3146, Northing 7625 5 Point Number 3147, Northing 76 asting 4 �f . Point Number 3148, Northing 7 .50, Easting 48583 . Point Number 3149, Northing 62 stin 48 36.4 Point Number 3150, Northin 76 48 . a I g4 38.19 Point Number 3151, Northin 7 Point Number 3152, Northi g 7 9. tI Point Number 3153, Northi 4 3 s ' 586 7 f_ Point Number 3154, Northin .82, stin 87 . Point Number 3155, Northin 436.38, Easting 48, 91. 5 Point Number 3156, Northing 4.69, Easting 48 7 G� Point Number 3157, Northing 7 57, Easting 48592 Point Number 3158, Northing 76 1r$ stin 4 59, Point Number 3159, Northing 76244 i g 4 Point Number 3160, Northing 762438.06 Ea .n 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 BZVtWS155eW Va011-TOSSORW 0331 OlI I3SOLp1P - 0 13 WiisonMilier- OR: 4099 PG: 3662 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 Eva ti 6 41.16 Point Number 3192, Northing 76234. 2 Point Number 3193, Northing 76 �0 , asting 4 Point Number 3194, Northing A .19, Easting 486061. - Point Number 3195, Northing 62stin 48 095.4 Point Number 3196, Northin 76 48 as i g4 28.04 Point Number 3197, Northin 7 n 6 Point Number 3198, Northin 7 5 6. a ti 6 6 . Point Number 3199, Northin 5 1 t, 619 8 Point Number 3200, Northin .19, tin 22 Point Number 3201, Northin 11. 25, Easting 48 3. 0 Point Number 3202, Northing 8.38, Easting 48 Point Number 3203, Northing 7 4 44, Easting 486254 2 Point Number 3204, Northing 76 14 asting 4$62 Point Number 3205, Northing 7626 4 Irg9 9 Point Number 3206, Northing 762701.82, �asi+n $6 12.81 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 8212015 155 08 3 Vr.011-TOSWRNE 14 �3f2-BOlW6.0 G� WilsdaMiller OR: 4069 PG. 3663 New Olrecgons 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 486759.34 Point Number 3238, Northing 7625 0 jw .72 Point Number 3239, Northing 76 asting 4 Point Number 3240, Northing 7 .82, Easting 48677 . Point Number 3241, Northing 62 stin9�48 45.6 Point Number 3242, Northin 76 41 a tF g 48 29.22 Point Number 3243, Northi 7 i Point Number 3244, Northi g 7 3. ti 6 Point Number 3245, Northi 0 s . 668 4 Point Number 3246, Northin .74, sting 67 . Point Number 3247, Northin 330.89, Easting 4 1. 3 Point Number 3248, Northing 10.22, Easting 48 65 Point Number 3249, Northing 7 5, Easting 48659.1` Point Number 3250, Northing 76 8 astin 4 Point Number 3251, Northing 76218. irg .7 Point Number 3252, Northing 762180.05, sting 86.05 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 &ZdQWS-1R 3 VG.QILTO58ONNE cW) ov+zsw-wo--o 15 Ad WilsonMiller OR: 4089 Pc; 3664 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 762194.8 46.41 Point Number 3284, Northing 7621 8i 6 Point Number 3285, Northing 76 asting 4 1�5 Point Number 3286, Northing 87, Easting 48574 . Point Number 3287, Northin 6 stin 4 723.0 \ Point Number 3288, Northin 7 16 . a ti g 4 5 88.91 Point Number 3289, Northi g 7 i Point Number 3290, Northi g 7 2 07. 2, E st Point Number 3291, North! 1, s n 8573 .7 Point Number 3292, North! 2 .94, sting 7 Point Number 3293, Northin X76 090.06, Easting 4 9613 Point Number 3294, Northing 63.31, Easting 48 .0 Point Number 3295, Northing 18, Easting 48581 6� Point Number 3296, Northing 76 as in Point Number 3297, Northing 7619 ,jsti9 Point Number 3298, Northing 761995.07, sting 45869.22 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 15 VW.. 011-TOSWRNE 16 03313 S0 N1 -0 G�` Wilsonmiller' 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 sting 843.54 Point Number 3330, Northing 76029„1 OZ �tiriq Uga .57 Thence North 69005'29" West OLet to a point on Section 33 (Point Number 33,3'1, 0hing-N0302.50 Thence along said west 760952.05, Easting 482 Thence leaving said west ii 3336 through 3546 & 2502 Point Number 3336, Northing tK943,14, Easting 48283 Point Number 3337, Northing 76 O asting �4 ME44 Point Number 3338, Northing 7609i SPoint Number 3339, Northing 760918.7 , AV 4 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 8=Y MM VI.. 011-T0590NNE 17 !' C . of the aforementioned Number 3335, Northing vertices (Points 0 Wil3U,aminer4 OR; 4089 PG; 3666 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,East'no-48 386.07 Point Number 3371, Northing 7617 OLE' —i ani . 9 Point Number 3372, Northing 76 Fasting 4 Point Number 3373, Northing 7LL6 10,Easting 48349 . Point Number 3374, Northin 61 stip 48 544.5 Point Number 3375, Northin 76 81 a I g 3 84.13 Point Number 3376, North! 7 In Point Number 3377, Northi g 7 1 8. 0, stip Point Number 3378, Northi 1 7 syn 370 .0 Point Number 3379, North! 1 .1 sti 7 Point Number 3380, North!n , 948.69, Easting 4 94. 8 Point Number 3381, Northing79.16, Easting 4 79 Q Point Number 3382, Northing 49, Easting 48385 . 2J Point Number 3383, Northing 76 7,,,F;-asting 4 38 Point Number 3384, Northing 7620 rg�9 8 Point Number 3385, Northing 762027.9Min 48 07.68 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 9RYLg6- IMM Vw (on' TOSie)ME W. WilsduMilleir OR: 4099 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, 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 762604.93qEesfin 440.12 Point Number 3417, Northing 7626 . 1 0 Point Number 3418, Northing 76aist ng Point Number 3419, Northing 7 .56, Easting 48546 Point Number 3420, Northin 6 ¢1:63, E sting 485437. Point Number 3421, Northin 7 79 Ea 'ng 31.22 Point Number 3422, Northi g 7 .7 ti. Point Number 3423, Northi g 7 2 64. 1,E s' Point Number 3424, Northi 2 88 7, E is 54 Point Number 3425, Northi 1 ti 54 7w Point Number 3426, Northin 933.94, Easting 4 91 35 J Point Number 3427, Northin 34.83, Easting 4 Q Point Number 3428, Northing 9 .94, Easting 4855 Point Number 3429, Northing 76 Easting 4 Point Number 3430, Northing 7629 7 s iv 5 Point Number 3431, Northing 762906.945 84.50 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 PlIl2W 155861 Ver011-TOSBOWIE 03313-501�0-0 19 0 WiwnMiyer OR; 4089 PG; 3668 New Oirecfions 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 'ng- 5079.59 Point Number 3463, Northing 76293 3tii46t 57 Point Number 3464, Northing 76 asting Point Number 3465, Northing 7 .57, Easting 48503 Point Number 3466, Northing 62 sting 485065. Point Number 3467, Northin 76 03 as 'ng 5 89.17 Point Number 3468, Northi 7 1 ti Point Number 3469, North i g 7 21. 0, E s 5 Point Number 3470, North i 7 3 44 6, E s n 510 .9 Point Number 3471, Northi .8 ti 50 Point Number 3472, Northin 153.97, Easting 4 56 93 Point Number 3473, Northing 64.76, Easting 4 7.8 _Q Point Number 3474, Northing k.91, Easting 48499 EL) Point Number 3475, Northing 76 AL1 8Easting 48 Point Number 3476, Northing 7631 3 , Ig �� 1 Point Number 3477, Northing 763188.9 , i� 28.88 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 20 Y2QY IWM Ve..011.TOWMW � UQ m9lz�o--a wilsonminer OR: 4069 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 764039.93 460.50 Point Number 3509, Northing 7640 Q1�ti 19 Point Number 3510, Northing 76 asting �?0 Point Number 3511, Northing 7 .00, Easting 48444 Point Number 3512, Northin 64 stin 484447. Point Number 3513, Northin 76 06 . a g 4 4.89 Point Number 3514, Northi g 7 tiri Point Number 3515, Northi g 7 4 69. 5, E st n Point Number 3516, Northi 4 70 a n 8439. Point Number 3617, Northi .81, sti 3 Cyv Point Number 3518, Northin 059.25, Easting 4 388 j Point Number 3519, Northing44.51, Easting 4 �( 7.7 _0 Point Number 3520, Northing 76, Easting 48430 . t Point Number 3521, Northing 76 asting 4 Point Number 3522, Northing 7640 �� 1 Point Number 3523, Northing 764042.1 esti 28.34 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 ars3aoos 15m ver. ai-roseonne ma�aso�ao--0 21 M WilsonMiller OR. 4009 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) 82YtR615 V¢r, 011-TOMORNE 0312-SC!•.a Containing 226.74 acres more or less. \kE cls% 22 0 Wiisio7IMiner OR. 4039 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 89015'32" 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 stm- 7193.13 Point Number 2826, Northing 7650 4�ti(ag 75 Point Number 2827, Northing 765 asting Point Number 2828, Northing 7 t1 .67, Easting 4872 7r6 Point Number 2829, Northin 65 sting 487249. Point Number 2830, Northin 76 1 Eas ung 64.89 Point Number 2831, Northi g 7 ti Point Number 2832, Northi g 7 5 1 8,E s' 7 Point Number 2833, Northi 5 56 1, E s 73 � Point Number 2834, Northi .8 , ti 73 Point Number 2835, Northin 210.56, Easting 4 4388 Point Number 2836, Northin 94.10, Easting 4 .0 Q Point Number 2837, Northing 1 .25, Easting 4873 (�J Point Number 2838, Northing 7 Easting 48, PointNumber 2839, Northing 7651 9.tdppg�g� 5 Point Number 2840, Northing 765089.3 , tiiz 02.31 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 89000'45" West. N2Y10W155M VN.011-TO590p"E 0]91250186-0 23 WiisonMiner` 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 87013'37" 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 764997.06 272.59 Point Number 2528, Northing 7649 1 9 Point Number 2529, Northing 76 as ng Point Number 2530, Northing .45, Easting 48433 Point Number 2531, Northin 64 �8 0 stin 4 4374. Point Number 2532, Northin 7 94"6,. Vi g 4 05.56 Point Number 2533, Northi g 7 ti 5 Point Number 2534, Northi g 7 4 21. 1, E st Point Number 2535, Northi 4 06 E s n 8449. Point Number 2536, Northi .5 sti 45 Point Number 2537, Northin 827.38, Easting 4 4512 28 Point Number 2538, Northing 88.88, Easting 4 1 , a Point Number 2539, Northing 7 .38, Easting 48450 . t Point Number 2540, Northing 76 8 asting 4 Point Number 2541, Northing 7647 1 ; t • . 3 Point Number 2542, Northing 764699.6 , i 92.75 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 eaarzws-isseuv vc ou-rosaoaxe 24 cwa Omzlzswda-o �e Willsoaminee OR: 4039 PG. 3613 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 1=astinff 4779.97 Point Number 2574, Northing 7653 0 i�4 �t 72 Point Number 2575, Northing 76 asting Point Number 2576, Northing 7 .50, Easting 4846 Point Number 2577, Northin 65 750; sting 484650. Point Number 2578, Northin 76/ 2 , as 'ng 13.75 Point Number 2579, Northi g 7 ti 2 Point Number 2580, Northi g 7 5 00. 0, E S' Point Number 2581, Northi 5 750, E s r% 45 Point Number 2582, Northi ,ti 45 Point Number 2583, Northin , 133.50, Easting 4 01 78 Point Number 2584, Northin 35.25, Easting 4 5 ,® Point Number 2585, Northing .25, Easting 4844 Point Number 2586, Northing 7613� Easting 4 Point Number 2587, Northing 7651 2 i g 1 Point Number 2588, Northing 765086.3 i4 51.34 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 89000'45" East enY .155083 Ver.011-T 5eORNE M1isa.wo-0 25 0 WilmnMiller' OR, 4089 PG; 3674 New Direclions 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 211-99 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 89000'45"EAST. STATEMENT OF DEFINITION, ACCU f Ce5 iN TE BASIS 1. DEFINITION: ( ._T_ ) A. THE EXTERIOR BOUNDS IF A ARE BASED O RDSHIP EASEMENT AGREEMENT EXHIBIT "A" REF R E W ILSONMILLER D W I NUMBER 2H-99). 2. ACCURACY: 1 A. THESE LINES ARE BASE O P T IA PHOTOGRAPHS HAVING THE FOLLOWING PARAME ER 1. DATE OF PHOTOGRAP Y: 2 03 2. NEGATIVE SCALE: 1:36 0 3. PIXEL DIAMETER: 2.5' lc ` 4. TARGET SCALE: 1"=500' � O 5. SCALE NOT TO EXCEED 1 ' 6. THIS IMAGERY HAS NOT B N THO CORRECTE ER TO MEET MINIMUM TECHNICAL STANDARDS OR O AP C 1f STANDARDS. 7. VERTICAL ELEVATION CHANGE I NTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINII i CT 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 QQ1 T IS SIMILAR INACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT DIGITAL FORMAT. NOT REF 2H-99 PltY1W5155C&t V¢r. ai-TOSBORNE mau-so�ao-o G7 DATE 8-08-05 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB -43 26 Wilsonmiller° New Directions In Planning, Design & Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA 0R: 4009 PG: 3675 (SSA 7 — PARCEL E — LARGE MAMMAL CORRIDOR) (EXHIBIT E) PARCEL E1 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 sXSeCtion-W0--?Z'07-' East, 220.66 feet, to the POINT OF BEGINNING (Point Number 450l._ sting 488076.78); Thence continue along said a to South 00°27'07" �Ea 7 feet to (Point Number 4502, Northing 765584.13, Easting 88 7. _ Thence leaving said east lire ing? t�lit7g �q�ie�te, f th�following vertices, (Points 4503 through 4513 & 4501incl l e) ( j i I ) Point Number 4503, Northi 18 , sti 80 F--q�v Point Number 4504, Northin ; 583.08, Easting 4 05 6 Point Number 4505, Northing 92.56, Easting 48 1. Point Number 4506, Northing 89, Easting 48765 Point Number 4507, Northing 76 astin 4 Point Number 4508, Northing 7656 ytig 7 4 Point Number 4509, Northing 765642.101 n 41.98 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 strate91c811y located to serve our clients 800.649.4336 Naple$Xorporate Office 3207 8aileyLane, Suile 207 • Naples, Eiorida 34105. 239649.4040 • Fax 239.6435716 Mr ossa Vx. on-roswe"e wllsonmlAer.cam OM12Sb -0 1 wrlammHreamc. — £l ucr co-c000va C�� WiwnMiller' OR; 4069 PG; 3676 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 89032'53" West 535.24 to (Point Number 4515, Northing 765536.57, Easting 487542.38) POINT OF BEGINNING; Thence leaving said line in stra through 4539 & 4515 inclusive) Point Number 4516, Northin 64 0 ` k 8 f East"ma 487540.77 Point Number 4517, Northin 76 S`4— a N g 4 7 6O.03 Point Number 4518, North! g 7 Point Number 4519, Northi g 7 5 14. 2, E stl Point Number 4520, North! s 758 .8 Point Number 4521,Northi 4 .22, asting 758 . Point Number 4522, Northin 911.00, Easting 4 6217 Point Number 4523, Northing 3.17, Easting 48 tt Point Number 4524, Northing 8 9, Easting 48753 r 2 Point Number 4525, Northing 76 E tics no 48 Point Number 4526, Northing 76490. ,ting 66 Point Number 4527, Northing 7649 7.94, ting -48 492.13 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 WY V5 ver a1L TMOME M12.SOL016-0 0 following vertices (Points 4516 POINT OF BEGINNING n9onminer- OR: 4089 PG; 3677 New Directions In Planning, Oesign & fngineenng 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 00027'071 East 3323.71 feet to (Point Number 4540, Northing 762555.75, Easting 488101.26); Thence continue along the east Number 4541, Northing 762085 Thence leaving said line in through 4672 & 4540 inclu! Point Number 4542, Northi g 2 82". 4' E b 6. Point Number 4543, Northi 8 E s 880 . 3 H Point Number 4544, Northi7 76, sting 80 cY Point Number 4545, Northin 08 7, Easting 4 780 Point Number 4546, Northin 88.16, Easting 4 . 0 Point Number 4547, Northing 82, Easting 48786 0 Point Number 4548, Northing 76 aassstiinn Point Number 4549, Northing 7620 t' 74 Point Number 4550, Northing 762066.81, Easting-48 787.03 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 V1y2:.dS 1558Bd Vq. 011-TOSUMNE aviz.sa-ao-. o East 470.48 feet to (Point vertices (Points 4542 Cin Wil30nmiller. OR: 4069 PG; 3678 Now 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 762561.4 trrg 48 911.61 Point Number 4582, Northing 7625 �ib '468 17 Point Number 4583, Northing 7 , asting 4$ Point Number 4584, Northing k5 .21, Easting 48683 Point Number 4585, Northin 76 E012&,-Easting4 809. Point Number 4586, Northi 7 4 , Ea t g 4 91.33 Point Number 4587, North! g 7 69 a i Point Number 4588, Northi g 2 6 9 E st g Point Number 4589, Northi 2 9 5; E s g 867 2 Point Number 4590, Northi 50 .4 S 67 Point Number 4591, Northin 514.93, Easting 4 8390 Point Number 4592, Northin _ 70.00, Easting 4 Point Number 4593, Northing .12, Easting 48676 Point Number 4594, Northing 76 astin 6 7 Point Number 4595, Northing 7626t," .93 Point Number 4596, Northing 762717.3 , East"g 755.10 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 dS320M1S 155884 VI.. U1LTO5RORNE vaU Holz -sada -o EI WilsonMiller° OR: 4009 PG: 3619 Now Directions /n 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 i 115119469 . Point Number 4628, Northing 76�2W�(( %5 . 9 Point Number 4629, Northing 7 7�0 ,Easting 48 Point Number 4630, Northing 6$g9 4.56, Easting 48704. 4 Point Number 4631, Northin 768:50; 4 059.2 Point Number 4632, North' 7 9 8 g 4 7 73.25 Point Number 4633, Northi g 7 1 i 3i8� Point Number 4634, Northi g 2 98. 4, E st g Point Number 4635, Northi 8710 .19 Point Number 4636, Northi 3 .69, asting 71 Point Number 4637, Northin 043.00, Easting 4 4513 Point Number 4638, Northing 52.31, Easting 48 Point Number 4639, Northing 31, Easting 4871 Point Number 4640, Northing 76 in Point Number 4641, Northing 7631 tt®[8 87 Point Number 4642, Northing 763102.70, ng 48 250.77 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 B' wY MM Ver 011.1osooME 5 03312-SOFOIO-O CAS WilsonMillerOR: 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 762555.� � 8101.26 POINT OF BEGINNING Containing 17.27 acres more or Subject to easements of recor . Bearings are based on the n rth J'28, wnsh County, Florida being North 89 04 t._,-,, T� 01-r0sa(X*3E 6 N312 -S"- -U C Range 28 East, Collier NET ACREAGE PARCEL E1: 0.66 PARCEL E2:2.16 PARCEL E3 +17.27 NET ACREAGE: 20.09 WilsonMiller' OR; 4089 PG. 3661 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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: Q 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4.TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED "=t 6. THIS IMAGERY HAS NO BEI TECHNICAL STANDAR S 7. VERTICAL ELEVATION H EFFORT HAS BEEN M 8. IN AREAS WHERE TALL EXPOSURES WERE MO 9. THIS PAQDdCT IS SIMI PA-ftIMED IDUA DIGITAL INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING IN OIRDM TO MEET MINIMUM ILJE f I FEC F R I ICAC FEATURES. IR L 44 TRUCT FEATURES, IN A EF CU Cy oRT TMSIEI� I ARGEMENTS, EXCEPT :1:10 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL NOT ASE11, Q' ,R)LILL SURVEY OF SUBJECT LANDS. CERTIFie%16,00 AIJT'HORIZATION # LB -43 REF 2H-99',. 82:42006155B Vec On-TOSHORNE 7 aaaizsw-wo-a 0 Flo x in A�np�zpvim pDA-9A 2 m��m„cm S"o��mN�,o pm s m�nmm�r-Ir vAn 2bm � O ➢�cn=�aA22�tiZA z xn n��'o-~i�nopn9'p^o�=moo A o -t 'gym➢O 2� A➢2 w Am�yy Rl pR'Z4N Abp �ym Ap I➢.Wp' Y2yamb0 ��p'L A Atimclm oz �Zpnz�� a� z Ac omr<+�mz z m'z pm 2�-(nA�A ri+� p0 p om'o �2 a Y Op m Zm Ni nti m~ p EXHIBIT A & EXHIBIT E V � 99 $o y9 r y0 n mm 99 �psp n m r c+mn x in A�np�zpvim pDA-9A 2 m��m„cm S"o��mN�,o pm s m�nmm�r-Ir vAn 2bm � O ➢�cn=�aA22�tiZA z xn n��'o-~i�nopn9'p^o�=moo A o -t 'gym➢O 2� A➢2 w Am�yy Rl pR'Z4N Abp �ym Ap I➢.Wp' Y2yamb0 ��p'L A Atimclm oz �Zpnz�� a� z Ac omr<+�mz z m'z pm 2�-(nA�A ri+� p0 p om'o �2 a Y Op m Zm Ni nti m~ p EXHIBIT A & EXHIBIT E § („ I; \ \ ƒ % } Cw- 3 / ; ■ m. cp j|§ e ;® oz.�)0\B§,:\a\:y;4% wo Cw- 3 / ; ■ m. cp e ;® oz.�)0\B§,:\a\:y;4% wo 0�� \;q r- \ \>� ` »r Cw- 3 / ; ■ m. cp ®�0 WOM G J\%)&\�/:8220§4» \�),§22Bn:(i)m)/ ` : e( , /: > ,, 2�, .. § ©&§ \ 2\!/())(/^){ °`\®) § ƒ |� \ | ; ( � \ } \)) - WOM G J\%)&\�/:8220§4» \�),§22Bn:(i)m)/ ` : e( , /: > ,, 2�, .. § ©&§ \ 2\!/())(/^){ °`\®) \ } \)) - ; ° ;=0Zw!) (� c) , z�®~ /`}\ _12 - WOM EXHIBIT E �� 4 R� G J\%)&\�/:8220§4» \�),§22Bn:(i)m)/ ` : e( , /: > ,, 2�, .. § ©&§ \ 2\!/())(/^){ °`\®) \ } \)) ° ;=0Zw!) (� c) , z�®~ /`}\ _12 - ` mo T; /^ EXHIBIT E �� 4 R� n � m E 5 r ? my m Z E 9 O n � W m 96'66 tZ 39B,9L.W5 W N E W m 3 gom \D p D � r IIS F{'p p O Cf co I H N Ffitl O On yyy 5\ a n � • m N ( / U � m W 9 m 0 >_ gg y r 4] m ��y �m3mF Iq 1. ii�L N:iP2 mmm� R 09 ZO man�m BOG mpg AO-ziOA r nz Yry, �n A20 ZO r(l�Oyn0 ON1n ��vl {�j0 O W' D Om 220�'fA�Omy 2p��r Na .r. ,p,2� A ao Yom n0�72Wa Aa Z" a 0 CqH 2Qm A�/IAm�x+lp SCA AOO"2-� 7 O zHam d imoA mc�'�m�, �z aZzo $ —L .000/ 1 „i :7', �� Y� � �o nyacc�im no n0 .d (nC o��<m OybO my A �o O MSV p cnM yZjA�:2 �gA r� O 8 m Z m� y�"Aoic�2 Ym�m z �� awz W O 22bNr Oty � z n z oa to ty omomm zm -ai �W aA��o SA W Hw A�n;l mo m2U r2 c a � f0 o f0 EXHl81T E CPO u' 0 u P C N D n v r� A^��nmwAr-rr-c�iA n�'Z v y O uo�m "�'�xan�o�A�2�iyoA b� 2 n0 Nq�pm2 �o (z/] Ox92220 ynn0-��a0 ^i G azo0� O ro'dN C t''i�o i0�o+�0=2 p'� 'i2 oa Aaz� ,per m �rnH Ao�"mnoc�2� .3 �yox m { an=Aiyay��n� o�mozo�sA�� cpm m Aman oz o o A�rF4Z c omA CmOAy�� H x� tdy m2 tmno o2�02 2y 2 N D n a m A^��nmwAr-rr-c�iA n�'Z y O y "�'�xan�o�A�2�iyoA b� 2 n0 Nq�pm2 �o (z/] Ox92220 ynn0-��a0 ^i G azo0� O ro'dN C t''i�o i0�o+�0=2 p'� 'i2 oa Aaz� ,per m �rnH Ao�"mnoc�2� .3 �yox m { an=Aiyay��n� o�mozo�sA�� cpm m Aman oz o o A�rF4Z c omA CmOAy�� H x� tdy m2 tmno o2�02 2y 2 'ob [�]z z mo �nWo2 -Gi2a rm 'tib ai• y AOSn2 A ami o z2�gn,g s � M H v G� ami m2U x'10 r s n vmi m~ 0 Q EXHIBIT E a OR: �00O D/�^ ��0� vm, �VDJ �o. JV0/ Table SSA 7 Stewardship Base Credit Calculation Table Sub Totals Stewardship Sending Area 7 Credit Agreement x MA AG'2 to Its 91 Total rC:d re 14 1.10 901 7.24 0.00 O20 16.44 16.44 16.28 16.28 4 1.80 81.27 5 152.03 246.29 246.29 1.90 183.81 1 3 1 201.16 343.99 343.99 J26 0.0 ) 195.84 38777 387.77 Totals7 39 Sub Totals Stewardship Sending Area 7 Credit Agreement Table 2 RESTORATION CREDIT CALCULATIONS Be 19tt6h,ry¢@ YbU t �' R1"�Credlts r' .tlper`fioYe) YRV eve its (�4iipa�iaOrd) Restoration, Crsdlts 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 C LLE DSHIP CREDRATED a M MMU. v �kjm r•'tom-ate LiIDffitmm3•���'�1T/I a- t ��� \FtE CIRC WiIsomiller Stewardship Sending Area 7 Credit Agreement Exhibit F 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 n m, now minimally utilized by wading birds, to a condi i n�$� anced foraging opportunities for wood storks a listed wadin i SSA 7 is located within a few miles of the o crew Swamp Sanct ry, nd the restoration can assist in supporti g o to a ng s cc s by providing consistent foraging op o of ie o n e f sea on l weather conditions. b. The restor tio' i pr v m n f a e A ill consist of contouring the land to su c wa-' food sources, planting the area with a species in or t r for native marshes and wet prairies, an ntrolling exoti d 0i ance vegetation. Wetland hydroperiod documented wi �r-table well data. The list of allowed vegetat anda�r Lel ction of contouring are attached as Attachments "l '-a r,gb. ly, which also address the spacing and density issues. The ation 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 0 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. T epper areas typically comprise more than 75% of the f c�gt exist as monocultures in several areas, limiting for panther p e (deer, hogs) and forage for black bear, hd dduu_ci_ng the utilizatio o this potential corridor. These improveme s ilf o be f, ther to species such as the Big Cypress fo s u' I T c ve ents to the Large Mammal Corridor R st a o r s o is o rolling exotic vegetation to levels les h n 50 r ve g n less than 10% nuisance species by er an Ihin 100 feet of road and/or agricultural /pasture edges 11 e d and removed. Brazilian pepper or 100 feet from o or field edge will be killed in place. Within r A-1 (depicted in Credit Agreement Exhibit E), the pasture are 1th a Re i 4a one overlay will be reforested to a combination of Ia h ec a palm, and cypress to mimic the presumed pre -settle en etation. 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. OR, 4089 PG; 3691 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 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. The restoration i Area shall coins area coverag , Controlled b rn pepper wit n 1I be killed a d r and/or fie] edre be comple ed it k. Controlled M� increasing ee� understory. tI at least once e every five (5) yep nuisance species �nf100 e Other Listed Species Restoration efFt? etation to levels less than 5% by thace species by area coverage. i br d s described below. Brazilian roora is tura) field/pasture edges will r�'aMe r than 100 feet from a road Ile e toration improvements shall 1 ofro al of SSA 7. will be perfkI �6 imic natural fire regimes, stem producti�I , aintaining a healthy forest d burns will be ed by a licensed professional s� d no more frequently than once rs. d mi will occur after Brazilian pepper and have been controlled. 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 (c12" 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 cPo) 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 o i- fh d 10 years after the start date, or at such date as o Me IT"10 q or established conservation organization u es the land ma ent measures. P. In the eve t ram— fai intain an of the Restoration Areas according o d - ur s set forth herein, County shall have th ri h o d u n u e only after 60 days written notice to r r wi r ure. he my shall only be permitted to use the w ur u or enance of the Restoration Areas in coo dance with the nd m ement measures set forth herein. Cep q. Any failure to i#� tTIi atinn rt3b� itments under this Restoration Program shall be a Cfl e ardship 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. EWA 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 hyssopmon)nierR COLLudwigia Ludwi ipens Moldencane Ponicum hemi J!1 , V Soft Rush Junaus effusu Golden Canna Canna fl cCi Sand Cordgrass S art! a It Swomp Lily Crinum a Jeri anum Smartweed (PDlygonum sp j"\ Lizard's Tail (S.eu[u[ts ) jtllji Spider Lily Gulf Muhly uhlenber ria) Beakrush (Rhyncospora St. John's—wort ) Giant Bulrush cir us californicus) P(ckerelweed Pontederia cordata) Common Arrowhead Sa ittari lancifolla) Sowgrass Cladium jamaicense) OR; 4089 PG; 3694 GRADE � • Q��iL•7\;LiI�Yl/i:�li].PbyYH:i'J:VII�[�l ]l3rl]L�]:tSHI�I SCHEMATIC SECTIO ® EXCAVATION TO CREATE WADING BIRD FORAGING POOL, BIER cou/ DING BIRD RESTO QA�E"A� PLANTING LIST* ZONE 1 SPECIES: From not ur 1 gr2d�__t, -AUXbelow ZONE SPL�IES: 1.0' to 3.0 below natural grade. natural grade. � Maidencane 0 Soft Rush (JIL Golden Canna Sand Cordaro, Lizard's Tailn cernuus) ()) Spider Lily (F{ymeocallis yalmeri Gulf Muhly (MuhlenbeEgMon cool s) civo Beakrush (Rhyncosoora soo.) St. John's -wort (Hypericum 3M) Wetland Plantings in Wading Bird Restoration Areas may deviate from those listed depending ons and availability of stock. 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. rvrc aon mrruUMI)UN U11LT - P4.U1 rUrc UUN1 1111JUHUN PROJECT: SSA 7 APPLICANT: LAKE TRAFFORD RANCH, LLLP Exhibit G, Attachment 2 WilsiMillerk n�n FLA. REG. couxrc. ''EPi. 2005 ftnnem - Englneers • Ecologists . Sunaym . Lw dscapeAlrhltects • Transportegon Consudanls scc 1wr: xes: an xo: IMisonMiller, Inc. "f Naples , Fa Myws • 9enHole • ere aW • TamesA oaxx er FIAH M.sHEEi xo: 3269 by OmSdbM-Napbs, FbMa MMM. Ph" 941449J946• Fax 941L4 716• WebSlle xxw.xdsm✓ix7krmm V.J.P. 1115 1 or 1 EXHIBIT I_ OR; 4089 PG; 3695 FDACS UNTRACT # This instrument prepared by: Richard. D.Yovanovich, Esquire"" 0 1 1 6 0 4 Goodlette, Coleman & Johnson, P.A. "'. 4001 North Tamiami Trail Suite 300 Naples, Florida 34103 STEWARDSHIP EASEMENT AGREEMENT Tract: LTR SSA 7 THIS STEWARDSHIP EASEMENT is granted this 201" 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 rfjfap�r Collier County, Florida, and I Ica and incorporated herein b ce (hereinafter B. Grantor nd o ' con Credit Agreement ("S A e ' d Property "LTR Stewar shi S n g A T legally described in E hibi "" s e n d ("SSA") in accordance wt to Code ("LDC"). The ProVi;i.0 is depicted on Exh C. The SSA �re ent and Grantor to provide aper t@I tewarc management measures for L !SS7k 985.4 acres of land situated in n Exhibit "A" attached hereto br' or "LTR SSA 7"). ardship Sending Area which designated the ; 985.4 acre parcel, as ardship Sending Area" 1ty Land Development Y C.8. of the LDC requires identifying the specific land isible 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 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. Agriculture — 1 a �sscribed as Land Use Layer 5. f. Aqricult �$� �Im(�i-4escribed as Land Use Layer 6. 3. Grantor re,/erWall rights as Grantor th Property, including the right to engage in uses of th Pr a e nnLyn onsis nt ith the SSA Agreement or the intent and purpose of his to r hip Eas mere Gr for may use LTR SSA 7 only for the land uses t f P7gT rM R a. t6h tb at n a d N (w I Resources Uses are a Ipd d on all o the Pr erty, ncl the specifics thereof set fo i Section 4.08. 06 B. o t b. Th I ds in LTR SSA n f ed on Exhibit "C" as having had six (6) Land Use a eliminated, may also be used for Agr ou Layer 7) as defined in Section 4.08.06 B. f t r Lure — Group 2 uses cannot be converted to Agr —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- OR; 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_,A C, land management measures as describe . der this subparagraph shall be empl -10% 6. The re ire im ovem nts, success criteria, land management measure an of er m ' men s of Gra for in respect to Restoration Areas A, B and C are c nt t. t 7. Grantee (5� 1 o p i e for n c fit, or liabilities related to the operation of or land ma " men mea Ores o e r B. Grantor s any and all real r Q es and assessments levied by competent authority on erty. 9. References to th-& exi�t� rvisions of Section 4.08.06 of the Collier County Land Development Co ence 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- OR; 4009 PG: 3690 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 coveeulaLthority Grantor is lawfully seized of the Property in fee simple; th y is fre p2i ear of all encumbrances; that Grantor has good right a// to conv i Stewardship Easement; and that Grantor hereby fully wathe t ward ip asement hereby conveyed and will defend against he �wff��'c1�r�ns �f ail p r on wh ms ever. IN WITNESF S HE E , e Ua t r h h r t se day of June, 2006. 0` .F CIR -4- its hand and seal the 20`h OR; 4069 PG; 3699 GRANTEE'S ACCEPTANCE OF STEWARDSHIP EASEMENT WITNESS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIFLS Name Print Name I ft %� It'sI Oil : b{�. f I.� a_ % tz,j • 7�! k , Signature State of Florida County of The foregoing to ar shit{ �as�rrlent F fh wa executed before me this day of a J (fir 1rn an. as /i.9.�ooi for the �TTo da c,artm n griculture and Consumer Karen A. Meyer Commission k DD346679 Expires October 20. 20,06 ,:n OI., Fan .+wnnrz ", "03651015 IE Certificate No. ' -f 91 My Commission Expires: -5- Approved as to form and legal sufficiency By, L/ Steven Griffin Assistant County Attor OR; 4089 PG, 3700 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: Fran < Halas, Chairman ccs H r fiR P,I c �C- Attest ns..to Chairs," t signature onl OR: 4089 PG: 3701 WITNESS LAKE TRAFFORD RANCH, LLLP a Florida limited liability limited partnership gwckm 1 By; Name } Si ure \\ By: Name .C) Signature State of Florida County of Collier � Thef eaaoing Ste, this TV day of as tea. ,o zea NOTARY PUBLIC -STATE OF FL �1 i��q�{{�� Betsy Blanc � ii /J Commission . 0,' 1��71 Expires: FEB. Ol, 20 Bonded Thru..Atl antic Hooding Co., Ina Thomas M. Its 6e121 -7- jre6ipewas executed before me M. I qylokand Christopher L. Allen, Cp0 E= EXHIBIT C OR: 4089 PG: 3703 This instrument prepared by: Richard D. Yovanovich, Esquire Goodlette, Coleman & Johnson, P.A. 4001 North Tamiami Trail Suite 300 Naples, Florida 34103 FACS CONTRACT # 011604 STEWARDSHIP EASEMENT AGREEMENT Tract: LTR SSA 7 THIS STEWARDSHIP EASEMENT is granted this 20th 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 e p}0i i� Collier County, Florida, and ec�flcatly de and incorporated herein by ce (hereinafter B. Grantor nd o ou erlt67 Credit Agreement ("S A e " d Property "LTR S shi S n g A T legally described in E hibi s e n e ("SSA") in accordance twit to f Code ("LDC"). The Pro is depicted on Exh C. The SSA �ment and Grantor to provide a per3i tqr tewarc management measures for L 48 S�4 985.4 acres of land situated in In Exhibit "A" attached hereto x" or "LTR SSA 7"). atewardship Sending Area 20 6, which designated the his 985.4 acre parcel, as IS ewardship Sending Area" ounty Land Development r C.B. of the LDC requires identifying the specific land isible 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- 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 Tara a gibed as Land Use Layer 5. I. Agri gricult l described as Land Use Layer 6. 3. Grantor re&VdPlall rights as to engage in uses of th Pr re r the intent and purpose of his rd 1p only for the land uses t f r�h-�.�tfr*IMTV a. WIT1i Section 4.08.06 B. b. Th 'ndin LTR SSA hadfi t six (6) Land Use for �',,s itau Groun 2 4leeg Property, including the right with the SSA Agreement or Vtor may use LTR SSA 7 Resources Uses are the specifics thereof set ZZed on Exhibit "C' as having //eiminated, may also be used Layer 7) as defined in Section 4.08.06 B� df fl liD ` Vidulture — Group 2 uses cannot be converted to rieW roup 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- M 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 Restoration re' r 13 anll C, land management measures as describ I- P h T�nder this subparagraph shall be 6. The mire �?�s ovets success criteria, land management measure a other m ments of Gr nto in respect to Restoration Areas A, B and C are ont iyrtdyf)1tT R 5� 7. Granted$ of lel io exp Vs le fore c or liabilities related to the operation of or land ma m t mea uses o he ppe � 8. Grantor sh y any and all real foe � es and assessments levied by competent authority on e erty. X l 9. References to the «� e ovisions of Section 4.08.06 of the Collier County Land Development xistence 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. QtE OR: 4009 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 tsS �1 Grantor is lawfully seized of the Property in fee simple; th roperty is fre tear of all encumbrances; that Grantor has good right d ul authority to conv t i Stewardship Easement; and that Grantor hereby full w r s e war hip asement hereby conveyed and will defend against he a u c s of all pe on wh ms ever. IN WITNESS H F, hdyr���ra t r r nt s t its hand and seal the 20'" day of June, 2006. �J ' Ga 0 ?-� T E CiR� 0 OR, 4009 PG 3707 GRANTEE'S ACCEPTANCE OF STEWARDSHIP EASEMENT WITNESS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIRS Name Print -Name It's p/ Signature 0 r,raPAto f3 . iZ Rc State of Florida County of , The fore oin SIleaUsIll Vrlcd�e n r e n wa executed before me this 9 day of % -f �' Y!t . YYLI as r o /?.ao2. oa t Ct aviculture and Consumer Affairs• Karen A. Meyer Comrnissi # DD346-7. a; Expires OCn # D 20. 2oC8 :vs.m,5 T Certificate No. My Commission -5- CAO OR: 4089 PG; 3708 BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY. FLORIDA By:.rma Fran�Ti ial-as, Chairman Approved as to form and k, 7 legal sufficiency D:d1E;(i ' . .,C;;, CLcRAI 0 N 0 p? -t t�,:;;a,y C1�rk' Attest as. to ChairwR s signature on1u WITNESS 5� gu ��yyl Name } Si ure Name Signature State of Florida County of Collier The fqq{{eaaoing Stei this T day of as `r�.Rs� tiA �S1q NOTARY PUBUC-STATE OF n'' Betsy Blanc commission . 01, ���7JJ Expires: FEB. Ol2 Bonded Thru Ad&n is Bonding Co., LAKE TRAFFORD RANCH, LLLP a Florida limited liability limited partnership 0 0 Thomas M. Taylor Its 6<12env er a / clv ' -7- iremet was executed before me M. ayl r and Christopher L. Allen, 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 CIR_1 S3 Q G La Wil30�lMilfer OR; 4089 PG; 3711 New Oirections 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 89000'45" East, 3680.85 feet. (Point Number 2, Northing, 771132.80, Eastin Thence leaving said north line in str , et� gh the following vertices, Points 4 through 562 inclusive. !/ Point Number 4, Northing, 77 05 .4 Ing 2 64 Point Number 5, Northing, 7 10 .4in ,, 48624 81 Point Number 6, Northing, 7 10 Point Number 7, Northing, 10 7. 9, a ti g,. Point Number 8, Northing, �4Q . 1 i 4 41.8 Point Number 9, Northing, 7 2. Eas mg, 0.3 Point Number 10, Northing, 8.75, Easting, 486 .1 Point Number 11, Northing, 7 93, Easting, 486 Point Number 12, Northing, 771 6 Easting, 486033 Point Number 13, Northing, 7710 4 01, . Point Number 14, Northing, 771025.1 gC4 9 8 Point Number 15, Northing, 771023.68, Ea g, 48 83.65 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 NapleaVaMorale 08/ce 32000alley Lane, Suite 200 •Naples, flodda 34105. 239.6494040 • Fax 239 643.5716 bfYXRYrv15M1 Ver014T058L E M31 MO,:.W.VM..O wllsonm/ller.cam 1 wOCOnMMVORC- —FL Lhl LC-C00o1)0 0 Point Number 32, Northing, Point Number 33, Northing, Point Number 34, Northing, Point Number 35, Northing, Point Number 36, Northing, Point Number 37, Northing, Point Number 38, Northing, Point Number 39, Northing, Point Number 40, Northing, Point Number 41, Northing, Point Number 42, Northing, Point Number 43, Northing, Point Number 44, Northing, Point Number 45, Northing, Point Number 46, Northing, Point Number 47, Northing, Point Number 48, Northing, Point Number 49, Northing, Point Number 50, Northing, Point Number 51, Northing, Paint Number 52, Northing, Point Number 53, Northing, Point Number 54, Northing, Point Number 55, Northing, Point Number 56, Northing, Point Number 57, Northing, Point Number 58, Northing, Point Number 59, Northing, Point Number 60, Northing, Point Number 61, Northing, Point Number 62, Northing, Point Number 63, Northing, Point Number 64, Northing, Point Number 65, Northing, Point Number 66, Northing, Point Number 67, Northing, Point Number 68, Northing, Point Number 69, Northing, Point Number 70, Northing, Point Number 71, Northing, Point Number 72, Northing, Point Number 73, Northing, Point Number 74, Northing, Point Number 75, Northing, Point Number 76, Northing, Point Number 77, Northing, BR]/eN IE66O1 VX.OII-TOGWRNE =l Oyt1Y$OIM6-0 Wils¢nMiller, New Directions In Planning, Design 6 Engineering 770972.12, Easting, 485607.16 770966.25, Easting, 485563.68 770956.68, Easting, 485524.62 770949.31, Easting, 485486.31 770942.69, Easting, 485453.91 77094 1.18, Easting, 485424.44 770937.50, Easting, 485399.38 770933.06, Easting, 485368.44 770930.12, Easting, 485346.31 770927.94, Easting, 485322.75 770925.75, Easting, 485302.85 770922.06, Easting, 485274.84 770917.62, Easting, 485254.97 770916.13, Easting, 485228.43 770916.81 st`�. AB&207.28 Easting, 12 € n s Eas��mg, Easting,485 5 Easting, 485 .Easting, 485036y 770376.81, Ea'sting;,85030.97 770328.38, Easting, 485028.65 770307.80, Easting, 485028.41 770284.69, Easting, 485029.50 770261.18, Easting, 485030.18 770185.85, Easting, 485208.70 770069.34, Easting, 485220.80 769957.75, Easting, 485232.39 769943.80, Easting, 485061.22 769881.44, Easting, 484970.86 769663.19, Easting, 484950.15 769490.85, Easting, 484981.37 769466.12, Easting, 484992.65 769440.38, Easting, 485006.66 769412.38, Easting, 485028.04 769391 .00, Easting, 485044.25 769371.81, Easting, 485056.03 OR: 4089 PG: 3712 INilsp07Miller OR; 4089 PG; 3113 New Directions In Planning, Oeslgn & 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 Point Number 93, Northing, 769082 88 97 Point Number 94, Northing, 7690 ' asting, 485 1� Point Number 95, Northing, 76 Easting, 485223. Point Number 96, Northing, 7 907. wasting �85,0.22 Point Number 97, Northing, 69 8. ti g, 4852 1.59 Point Number 98, Northing, 69 2 Point Number 99, Northing69 66 51 E st n 2 Point Number 100, Northinga ti 529 2 Point Number 101, Northing, 0 5, asting, 30 . Point Number 102, Northing, 18.19, Easting, 48 9. 0 Point Number 103, Northing, .07, Easting, 48 .0 Point Number 104, Northing, 7 7, Easting, 48531 . Point Number 105, Northing, 768 83rt9 tin 5 Point Number 106, Northing, 76893 n 4 Point Number 107, Northing, 768911.31, mg 48 322.75 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 ems �u�, �vo,�.,osaoR„E �+zso+aa-o 3 WiIsOnMillero OR: 4089 Pc. 3714 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, 768479.5 n 58 3.56 Point Number 139, Northing, 7684"' Point Number 140, Northing, 76 asting, 48 Point Number 141, Northing, 7 .94, Easting, 485912. Point Number 142, Northing,68 71 8 30.6 Point Number 143, Northing 76 58. stin , 485 9.75 Point Number 144, Northing 76 tt , Point Number 145, North in , 76 4 6. a ti 7 . Point Number 146, Northing 9 t' 598 9 ~ Point Number 147, Northing j6 .31, asting, 4 001. 5 Point Number 148, Northing, 58.94, Easting, 48 7. 3 Point Number 149, Northing, 37, Easting, 48 3 Point Number 150, Northing, 7 Easting, 48609 . 7� Point Number 151, Northing, 768 451 SI am 48 1y Point Number 152, Northing, 768412. go! nq 1 0 Point Number 153, Northing, 768399.25,, as trng;-4 6183.31 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 B'tYtN` M60i Ver. U,i. 10SB E 4 M34250L0,6-0 MAISOHMiller, OR: 4089 PG: 3715 New Directions In Planning, Design & Engineenng 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 n 2.43 Point Number 185, Northing, 76817 k7 7 Point Number 186, Northing, 76 M, , asting, 48 F aJ Point Number 187, Northing, 7 8 .69, Easting, 486800. Point Number 188, Northing, 68ing,448ra 16.2 Point Number 189, Northing 76 131.8* fasten , 486 29.15 Point Number 190, Northin , 76 Point Number 191, Northin , 7 1 9. a ti , Point Number 192, Northin 1 683 .3 (- Point Number 193, Northing 0 .32, asting, 83 . Point Number 194, Northing,,,7,6 76.57, Easting, 48 028. 4 Point Number 195, Northing, 4.00, Easting, 48 0 6 �® Point Number 196, Northing, 7 7, Easting, 48680 ., Point Number 197, Northing, 768 Point Number 198, Northing, 76802 Inqg,,j4 Point Number 199, Northing, 768018.83, Easting; 4858.04 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 HRYNOS 155901 Ver.01F NS9ptNE rlwi wafxsorwo--o WilsonMiller OR: 4989 PG: 3716 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, 767216.9 n - 7 1.66 Point Number 231, Northing, 7671 Qv Point Number 232, Northing, 7677 asting, 48 Point Number 233, Northing, 7 .06, Easting, 487084 Point Number 234, Northing, 767 ing 8 89.7 Point Number 235, Northing 76 9 . s .n , 487 01.06 Point Number 236, Northin , 76 l , Point Number 237, Northin , 7 0 8. a ti , Point Number 238, Northin , t' 712 5 E—I Point Number 239, Northing 0 .44, asting, 12 . 4 Point Number 240, Northing, 99.36, Easting, 48 7. 1 Point Number 241, Northing,'f .44, Easting, 48 9 Point Number 242, Northing, 7 7 6, Easting, 48713 . 2� Point Number 243, Northing, 766 n 1�9 Point Number 244, Northing, 76691. n� 5 Point Number 245, Northing, 766891.06, a ng -,4 137.31 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 s=3 ISWI Vl 011.ToSrOR E wu malz.swaa-o WiIsonMiller° 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 n 5.91 Point Number 277, Northing, 7663 3 Point Number 278, Northing, 76 asting, 48 Point Number 279, Northing, 7 6 .07, Easting, 485924. Point Number 280, Northing, 66 32, Eastiog,4815 97.8 Point Number 281, Northing 76 71. as in , 485 71.06 Point Number 282, Northin , 76 3 tl Point Number 283, Northin , 7 3 ti , Point Number 284, Northin t 574 .6 Point Number 285, Northing 3 .00, asting, 71 . Point Number 286, Northing, 57.25, Easting, 48 8. 5 Point Number 287, Northing, .25, Easting, 4838 5 Point Number 288, Northing, 7 4, Easting, 48561 8� Point Number 289, Northing, 766 tin ,6 Point Number 290, Northing, 76634 UnT, - 6 0 Point Number 291, Northing, 766348.19,ing, 4898.50 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 &[3/[OPS 155POt va-oli-roseoAl.� 031$504010-0 7 H OR: 4089 PG: 3717 010 WiIsonMiller" OR: 4089 PG; 3718 New Directions In Penning, Design & Engineenng Point Number 308, Northing, 766345.93, Easting, 485152.00 Point Number 309, Northing, 766341.38, Easting, 485138.03 Point Number 310, Northing, 766333.12, Easting, 485113.15 Point Number 311, Northing, 766324.81, Easting, 485095.03 Point Number 312, Northing, 766317.25, Easting, 485076.94 Point Number 313, Northing, 766311.69, Easting, 485066.31 Point Number 314, Northing, 766309.00, Easting, 485061.09 Point Number 315, Northing, 766304.26, Easting, 485048.65 Point Number 316, Northing, 766300.69, Easting, 485039.25 Point Number 317, Northing, 766298.70, Easting, 485029.56 Point Number 318, Northing, 766296.19, Easting, 485017.37 Point Number 319, Northing, 766295.22, Easting, 485013.69 Point Number 320, Northing, 766294.26, Easting, 485010.00 Point Number 321, Northing, 766291.63, Easting, 485000.04 Point Number 322, Northing, 766287.1$, _ n 8.90 Point Number 323, Northing, 7662 5 1 Point Number 324, Northing, 7766 astin9 4 Point Number 325, Northing, 7 6 88, Easting, 484916. Point Number 326, Northing, 66 M, Eas" . 48p 00.9 Point Number 327, Northing 76 9 . as in , 4 93.69 Point Number 328, Northin , 76 ti , Point Number 329, Northin , 7 2 7. Ea ti i Point Number 330, Northin , t' 86 �7 Point Number 331, Northing `6 3 .69, asting, 85 . Point Number 332, Northing, 7$ 03.69, Easting, 48 41. 8 Point Number 333, Northing, .68, Easting, 4 0 Point Number 334, Northing, 76 0, Easting, 48482 Point Number 335, Northing, 766 j2- in 484 , Point Number 336, Northing, 766309. 8tiinq;3 Point Number 337, Northing, 766311.2ting784791.13 Point Number 338, Northing, 766316.60, 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 ve WiIsonMillere OR: 4089 pc; 3719 New DiwUnns In Planning, Design & Englneedng 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, 766237.3 n 9.69 Point Number 369, Northing, 7662 6Q0 Point Number 370, Northing, 76 Easting, 4 Point Number 371, Northing, 7 6 .94, Easting, 48420 . 0 Point Number 372, Northing, 66 8I; E"astia 14.9 Point Number 373, Northing 76 33a�tin , 484 20.26 Point Number 374, Northin , 7 i , Point Number 375, Northin, 7 3 a ti , Point Number 376, Northin 3 8424 .6 Point Number 377, Northin6 3 .87,asting, 261.72 Point Number 378, Northing, 97.19, Easting, 4 5, Point Number 379, Northing, 1.93, Easting, 4 4 q Point Number 380, Northing, 7 8, Easting, 484 Point Number 381, Northing, 766 -4 6 5�U Point Number 382, Northing, 76664 .5iir,5 .25 Point Number 383, Northing, 766463.56, ting?184275.28 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 VLYNS 1: 1 Ver. Oil- T09BOENE n msiz.sw.wo-a 9 CAO WiIsonMiller' OR: 4089 PG; 3720 Now 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, 766132.8 /�1* 72.63 Point Number 415, Northing, 7661 8Q, n9 8 Point Number 416, Northing, 76 �. asting, -2 1�5 Point Number 417, Northing, 7 6j6.- 50, Easting, 48438. 2 Point Number 418, Northing, 6644� 376.6Point Number 419, Northin 76`6�, a in , 484 66.97 Point Number 420, North , 7 Point Number 421, North , 7 9 8. a ti , Point Number 422, Northin9 8 ng, 8432 Point Number 423, Northin � a 69, Point Number 424, Northing, ZA 19.38, Easting, 4 8691 Point Number 425, Northing, f, 7.87, Easting, 4 Point Number 426, Northing, 7 8 , Easting, 4842 Point Number 427, Northing, 765 in Point Number 428, Northing, 76580. L` tir 4 95 Point Number 429, Northing, 765793.26, n 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 brY 155801 V- Oil- TOSBOPNE 01512504016-n C 10 WilsonMillero 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 n „ 21.68 Point Number 461, Northing, 76519 _ 2 Point Number 462, Northing, 76 Qf� asting, 48 Point Number 463, Northing, 7 5 .62, Easting, ,_4$8398 Point Number 464, Northing, 64 W68.3 Point Number 465, Northing 764944"1"8 as i , 4 3959.41 Point Number 466, Northin , 7 Point Number 467, Northin , 7 9 3. , a ti , Point Number 468, Northin 9 5 t' 8394 .9 Point Number 469, Northin .62, =St ng, 93 . Point Number 470, Northing, 32.62, Easting, 4 5 7 Point Number 471, Northing, \ 2.68, Easting, 48 9 Point Number 472, Northing, 78 6, Easting, 48390 Point Number 473, Northing, 764 18 tin"3 Point Number 474, Northing, 76474 tir 8 2 Point Number 475, Northing, 76471 .13, ing, 868.84 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 P/IYlMK 15H 1 Ver 011-TOSSp NE W]13.50Ld6-U 11 OR: 4000 PG: 3721 WilsonMiller° OR: 4099 PG: 3722 New Directions In Planning, Design 6 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, 764041.7 , i� 1.68 Point Number 507, Northing, 7640 4r¢, RQ� 1 6 Point Number 508, Northing, 76 Q ,Easting, 48 Point Number 509, Northing, 7 .44, Easting, 483709. 6 Point Number 510, Northing, 63 6�tin 700.6 Point Number 511, Northin , 76 93j0`, a tin , 483 83.68 Point Number 512, Northin , 7 I 5 Point Number 513, Northin , 7 8 7. a ti , Point Number 514, Northin C7,OBJ . , 36 H Point Number 515, Northin 8 6.93, asting, 640 81 Point Number 516, Northing, 56.32, Easting, 4 57 Point Number 517, Northing, 13, Easting, 483 Point Number 518, Northing, 7 6 1, Easting, 4835 Point Number 519, Northing, 763 Point Number 520, Northing, 76358 .19 Point Number 521, Northing, 763544.44, Ea s 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 12 BRI2JX I65e01 Vw:011-TOEBOpNE tom, 01312SOFWtr-0 Wilso,Willer' New Directions In Planning, Design 8 Engineenng 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; 50jffin6,483404.46 Point Number 553, Northing, 764169F3�,N2s�fing,ti11Q�� 69 Point Number 554, Northing, 764173.68; Eastin , 48809218,3, 9 � 9 Point Number 555, Northing, 7,64204 88, Easting, 483015''.f�5 Point Number 556, Northing ,%7642�43 94; Easting,-4§2g26.88, Point Number 557, Northin -, 764258. 2`,"Fastin , 4882 83.66 Point Number 558, Northin , 7 42 ,'j2 F--91i{i� 28 43-36 Point Number 559, Northin , 7 42 6. �, I a tij 28 b0 Point Number 560, Northin i 7, 4248,Q6,6Eastin,T 8286 .11�Q Point Number 561, Northin ,t7 196.00, Easting, 4828510 Point Number 562, Northing, M d 08:94, Eastin , 48 824 46 � � 9 }, Thence South 20010'47 West'13495 feet fo a point ori (e 46 South, Range 28 East Collie' Cpnty, Florida (Point NGm Easting, 482777.91); OR: 4089 PG: 3123 ^� 1 `line of Section 33, Township 563, Northing, 763982.28, Thence along said west line North 00°28'3411 West"4787.60 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 North89000'4511East. Y3YtW" 1.'. 1 Vv011-TOMMNE M' W92SOFM0-0 13 CAS WiIsonMiller` OR: 4089 Pc; 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 89000'45"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 THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 41 2. NEGATIVE SCALE: 1:36000 / 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' , 5. SCALE NOT TO EXCEED/1"=7°7 6. THIS IMAGERY HAS NO� B�E TECHNICAL STANDAR S Of 7. VERTICAL ELEVATIONT HIEN EFFORT HAS BEEN MAk f� 8. IN AREAS WHERE TALL $TRI EXPOSURES WERE MOSAIq� 9. THIS PRODJdCT IS SIMILARIr LS # VS FROM AERIAL PHOTOGRAPHS HAVING 0rj' IRES OR IN AN EF CURACY TO RECTIF! DATE 8-08-05 TO MEET MINIMUM 'LACEMENT.EVERY --AL FEATURES. RUCT FEATURES, E EFFECT. )EMENTS.EXCEPT ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND OF SUBJECT LANDS. ION # LB -43 ars:+a0�s1 s 1 yr 9u-roseoarE 14 wamsa-wo 0 Wilsomiller 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) OR; 4009 PG; 3725 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 88059'47" 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" Ea 9 feet to (Point Number 576, Northing 771184.) ,Easting 489279.86) f ® sF.[Z ug r �g ( 9 Thence leaving said line in straight -lin a hroug l in vertices, Points 577 through 579 inclusive Point Number 577, Northing Point Number 578, Northing Point Number 579, Northing Thence along the east line of the-blikel dem' n'be. p,�r9C on said north line of said Sectio -2 o N e 5 Thence along the north line of s Pction 27 North 88° Northing 771225.17, Easting 49 8) Thence leaving said III ne in straigh` egments through & 573 Inclusive) \ n. Point Number 582, Northing 772567.63, EvAll g(�91�7 - Point Number 563, Northing 772573.53, Eastin 891969 VV 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 ast, 1342.58 feet to a point Easting 491261.54) feet to (Point Number 581, (Points 582 through 631 Offices strategically located to serve our cllents 600.640.4336 NAPles7l:orp0181e OOlce 32006ailey Lane, Suite 200 • Naples, Flodda 34185 . 239.649.4040 • Fax 249.643.5716 wllsanmlllercom fl1P/l005165e00 Ver 011-TOfiOpgNE 1 1 SOeMb 0 wl6anA411W. C.—FL LIm/LC-6000170 .... CAO WilspnMillere Nsw0lrections In Planning, 0ssign & Englanning 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 770600.67, 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, Eastl g 48944zAQ Point Number 618, Northing 770901.72, tqc!�9 Point Number 619, Northing 770896. hg4 Point Number 620, Northing 77089 sting 489133.61 Point Number 621, Northing 770815. , Eastin 489060.69 Point Number 622, Northing 770 53. ino 88917 ?ii Point Number 623, Northing 77 762 3, East g88 03.80 Point Number 624, Northing 77 76 tl Point Number 625, Northing 7 76 .9 , Ea ti g 8 7 1 Point Number 626, Northing 7 P 8)i 8 8 11 Point Number 627, Northing 778 astl 4 8 Point Number 628, Northing 77 1. 7, Easting 488628.5 Point Number 629, Northing 771 Easting 488468. Point Number 630, Northing 77107 asting 488450.25 Point Number 631, Northing 771160: sIng 488498.86 Point Number 573, Northing 771170.4 stjn 8502�q Containing 103.27 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Florida being North B8000'45" East. mi� 1sseoe Vw on.TassonnE wa,a�a-o >' I Js OR: 4069 PG; 3726 OF BEGINNING) Township 46 South, Range 28 East, Collier County, 2 INilsonMillere OR: 4089 PG: 3727 New Directions In Planning, Design & Engineenag 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 89000145"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- R co 2. 3. PIXEL DI AVE M TER: 2 -36000 6000 4. TARGET SCALE: 1"=500' !J�' 5. SCALE NOT TO EXCEED 1, 59U'. 6. THIS IMAGERY HAS NOTi13 N ORTHO =RECTE� IN OR E TO MEET MINIMUM TECHNICAL STANDARDS O IfAT1,,"QQf� 11 MAP Y1 Ct�RA, Y b ANDARDS. 7. VERTICAL ELEVATION C A� S WILICAUbRIZ 'A DISPLACEMENT. EVERY EFFORT HAS BEEN MA E,� I't.4 kZE_7 ISJEF FECTIIR � r TICAL FEATURES. 8. IN AREAS WHERE TALL - CT - ES -OR TRE '� LEAI T�/ . 'TRUCT FEATURES, EXPOSUR WERE MO 10 ED IN AN EFFORT i , MIN Z' }�HE EFFECT. 9. THIS U TIS SIMILA€��IN ACCURACY TO RE©T FED IIARGEMENTS, EXCEPT DIGITAL FO /I 0� BY �I ` � �A�i/ TE 8-08-05 ' _ - ,eR,;P. M. LS # 5627 [0 - ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL (OF SUBJECT LANDS. TION # LBA3 flwfl ISS Yv Ov-ToS NE 012-bO1-gR-O C�t� NsonMiller0) New Directions In Planning, Design & Engineedrng DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA (SSA 7 — PARCEL C) (EXHIBIT A) OR; 4089 PG; 3728 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, OF BEGINNING; (Point Number 633, Nod91, Thence leaving said west line in straigfiili b's 633 through 637 inclusive) j,- Point Number 634, Northing, Point Number 635, Northing Point Number 636, Northing Point Number 637, Northi4, Thence South 15001'15" W� Number 638, Northing, 7638 00°28'34" East, 1817.05 feet, to the POINT 92.84, Easting, 482778.16); tsrth, Qugh the following vertices, (Points said Section 33 (Point Thence along the west line of § Section 33 North 00°20' " yjyest 59.98 feet to (Point Number 633, Northing, 763952.84, Eastm A�2778.16) (POINT O ,<`sEGINNING) Containing 0.01 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. Offices strategically located to serve our clients 000.649.4336 --� NaplesiCoryorate OOlce 3207 Bailey Lane, Su1te 200 • Naples, Flodda 34105 • 239.649.4040 -Fax 239.6435716 wilsonmlller. cam _IWy I�eve AWTOsaoru+E 1 0]012SM-MO-O W1UonMllbr, lnc. — FL Lic.I LC-COM170 WlsbnMillef OR: 4089 PG. 3729 New Directions In Planning, Oesign 6 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: PHOTOGRAPHY: 2. NEGATIIVE SCALLE::360 04/Ov C `V 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED j"=590'.�-- J' 6. THIS IMAGERY HAS NOT/BEEN ORTHMCORf ECTE� IN ORPEI TO MEET MINIMUM TECHNICAL STANDARDSJONPffbW­P %� C 1Z b y$ AN ARDS. 7. VERTICAL ELEVATION H S WdLy C U O IjppN DISPLACEMENT. EVERY EFFORT HAS BEEN MA)futINJMIZEyEFECTTFCR�Rk ICAL FEATURES. 8, IN AREAS WHERE TALL TRUC7URES Oil T ECS LEAC TOS©$ TRUCT FEATURES G. THIS P DUCT IS SIMILA (7H`Q PR FAD IN A DIGITAL F IjMA .•P.S.M. LS # 5627 Waysqr �t !r R�iNFi. R�Q' NCSz '9f suR f�trD�4APp9; NOS i3. �1 SUF CERT)FfCA(J1 HQI F2 '9 IN AN EFFORT tQ MI HE EFFECT. CURACY TO RE[71FIEp, , RGEMENTS, EXCEPT DATE 08-05 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB43 W9130LK 1558)9 Vx ON-TOeBORNf 2 Wiisommero 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 f35 oOhjrgg;.763569.93, Easting, 482781.34); Thence leaving said west line in 640 through 980 inclusive) f Point Number 640, Northing,l/76 6411:56; Eaon� 4827/t97.66 Point Number 641, Northings 763519 88; a ting 4i$2$ <72 Point Number 642, Northin 76 8.a' 2a tirjg�t Point Number 643, Northin l7 Ea ti�l6` 48302Q,1 - Point Number 644, Northings 7384.38, Easting, 4 200: Point Number 645, Norlhing��6'3377.06, Easting, 48�223.N Point Number 646, Northing, W�'60.88, Easting, 46i�47�25 Point Number 647, Northing, 763$49527, Easting, 483308,, 6 Point Number 648, Northing, 763335;89 Point Number 649, Northing, 763332:63?1#gt1n�L40378:63 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, 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 the following vertices, (Points Offices strategically located to serve our clients 600.649.4336 Nap/esiCotporale Office 3200 Batley Lane, Suile 200 • Naples, Flonda 34105. 239.649.4040 • Fax 239.643.5716 74? a Iemva vea mi-roseorme wllsonml/ler tom mitsswwa.o 1 wllsonMlllec Inc. —Ft tic.r LC C000 170 WilsdnMillee 0R; 4089 PG: 3731 New Ofredlons 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, 764237.0 6.22 Point Number 682, Northing, 7642 i9 Point Number 683, Northing, 76 _ asting, 483 Point Number 684, Northing, 72 y .44, Easting, 483823. Point Number 685, Northing, 64 a tia 73. Point Number 686, Northing 7 96. 8, s 'n , 483 3.25 Point Number 687, Northing 7 Point Number 688, Northin , 76 6 4.0 a tin 5 Point Number 689, Northing t' 387 0 Point Number 690, Northing69 .56, asting, 4 882. 8 Point Number 691, Northing, 47.31, Easting, 48 1. 2 Point Number 692, Northing, .86, Easting, 483 Point Number 693, Northing, 76 9 Easting, 48393 . Point Number 694, Northing, 764 d8 sft,,483 �3 Point Number 695, Northing, 764884. ' Ha 923�i�J 3 Point Number 696, Northing, 764917.94, Ea g; 453973.56 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 ifnVOS 1550iB Vx011-To50 c 2 Yu walzswola-o CAS miSomiiieir. OR: 4089 PG: 3732 NOW 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, 766180.1 �)n 4 4.28 Point Number 728, Northing, 7661 tt tita Point Number 729, Northing, 76 t, asting, 48 Point Number 730, Northing, 7 6 .44, Easting, 484500. 9 Point Number 731, Northing, 66 sting,42.0 Point Number 732, Northing 769 52U Jin , 484 78.44 Point Number 733, Northin , 76 Point Number 734, Northin , 7 2 2. a ti Point Number 735, Northin t' 66 5 h Point Number 736, Northing 2 .13, asting,44 699. 2 C� Point Number 737, Northing, 95.81, Easting, 48 5. 2 -'� Point Number 738, Northing, 2.57, Easting, 48 �0 Point Number 739, Northing, 7 \ 3, Easting, 48482 . Point Number 740, Northing, 766 Point Number 741, Northing, 766273. 9 C 3 Point Number 742, Northing, 766270.75,�Easting 4 907.54 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 ,tea �me��.,osa«wE oaaiasa-aa. o WilsonMiller' New Directions In Ptanning, Design 6 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 .59 Point Number 774, Northing, 76637 Point Number 775, Northing, 76 7� �FaMing, 8 4 Point Number 776, Northing, 7 6 •7149, Easting, 486420. 6 t Point Number 777, Northing, 66 25, Fasting, 8 98.9 Point Number 778, Northing 76 385. as' , 486 04.85 Point Number 779, Northin , 76 3 . t , Point Number 780, Northin , 7 3 9. a ti Point Number 781, Northin t 649 3 Point Number 782, Northing 2 .43, asting, 4 474. 6 Point Number 783, Northing,_ 43.12, Easting, 48 ^ 3. 2 Point Number 784, Northing, 9.31, Easting, 48 Point Number 785, Northing, 7 3, Easting, 486407. 1� Point Number 786, Northing, 766 6 s ng Point Number 787, Northing, 76615. Ind i .99 Point Number 788, Northing, 766140.21, a i 327.15 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 ,ssae V,. eW,o =,z�o--e 4 OR; 4089 PG; 3733 O miSonmater- 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, 764897.2 n , Q6.83 Point Number 820, Northing, 76481 86 Point Number 821, Northing, 76 � Easting, 48 Point Number 822, Northing, 7 4 27, Easting, 487193. 3 Point Number 823, Northing, 650 ng 17.7 Point Number 824, Northing 76 083-09, as 'n , 487 24.13 Point Number 825, Northin , 7 1 7 I Point Number 826, Northin , 7 1 3. a ti Point Number 827, Northin 1 l ' 726 8 Point Number 828, Northing 6 1 .96, asting, 4 282. 6 Point Number 829, Northing, %b� 14.48, Easting, 4 2. 1 Point Number 830, Northing, �2 .01, Easting, 48 Point Number 831, Northing, 7 1, Easting, 4873 Point Number 832, Northing, 765 6 ting. Point Number 833, Northing, 765173.3nj1 .51 Point Number 834, Northing, 765142.75, a ting; 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 >rzermos,wws vx on-.oseone,E ou,zswwo--o WilsonMiller® OR, 4009 PG: 3735 New Directions In Planning, Design & fngineenng 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.,1 n $ 3.04 Point Number 866, Northing, 7642 l Point Number 867, Northing, 763j asting, 48 Point Number 868, Northing, 7 4 12, Easting, 487287. 0 Point Number 869, Northing, 64t 8 81.8 Point Number 870, Northing 76 16� Eas 'ing , 487 79.94 Point Number 871, Northin , 76 Point Number 872, Northin , 7 1 2. a ti , Point Number 873, Northin �t' 721 5 { Point Number 874, Northing 0 .00, asting, 176. C Point Number 875, Northing, 79.63, Easting, 48 3. 9 Point Number 876, Northing, 7.19, Easting, 48 .0 Point Number 877, Northing, 7 8, Easting, 48709 Point Number 878, Northing, 763 X39 stipg �B7 Point Number 879, Northing, 763803. 3 n fl .00 Point Number 880, Northing, 763774.09�Ea8ting; 4 980.71 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, 486666.47 002 15.5618 V�.Oil TOSBWNE 6 CAO WiIs¢nMiller. OR: 4089 PG: 3736 NswOimcgons In Planning, Oesign & 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, 762880.0 f 'n , 67 1.38 Point Number 912, Northing, 762' lzi7 5 Point Number 913, Northing, 76 asting, 48 Point Number 914, Northing, 7 2 .25, Easting, 486728. 5 Point Number 915, Northing, 62y169-Easting 486 32.2 Point Number 916, Northing 76 3 as in , 4 6 36.47 Point Number 917, Northin , 7 ti , Point Number 918, Northin , 7 6 5. a ti Point Number 919, Northin 0 t' 675 .7 F - Point Number 920, Northing .69, asting, 75 . Point Number 921, Northing, 31.00, Easting, 48 2. 2 Point Number 922, Northing, 6.81, Easting, 48 7 Point Number 923, Northing, 7 2, Easting, 48677 Point Number 924, Northing, 762 6 as in , - Point Number 925, Northing, 76241 InLV 22 m Point Number 926, Northing, 762386.82, ��st'g A 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 U ]r1Y10[61.79 Vm 016 TOS NE lou QU1230L0160 Wilsonmiller, NEW D!/ectiens 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 Paint 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, 761702.9 0,. , 5653.82 Point Number 958, Northing, 7617 B Point Number 959, Northing, 76 asting, 48 Point Number 960, Northing, 7 1 .02, Easting, 485123, Point Number 961, Northing, 61 ing 8 66.9 Point Number 962, Northing 76 64 as in , 484 75.59 Point Number 963, Northin , 7 8ffiflasting, Point Number 964, Northin ,7Point Number 965, Northin 436 2Point Number 966, Northing 4 4 237.6 Point Number 967, Northing, 7Fi1 13.91, Easting, 4 5. 1 Point Number 968, Northing, 3.60, Easting, 48 , I Point Number 969, Northing, 76 0, Easting, 48400 . 3� Point Number 970, Northing, 760 61 sft 4.83 3. Point Number 971, Northing, 76070 . fi ink 00 Point Number 972, Northing, 760599.26, Ung -,4 708.75 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 OR; 4089 PG; 3737 )/lNXY/r SWIG Vx On-TO5 NE ODiD50101U.O - A� Wilsonmillel' OR: 4089 PG: 3738 v New Directions In Planning, Design & Engineering Thence South 54023'47" 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 00028'34" 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 89000'45"East. \TrE CIRC ;J v ]rzNt006155818 Vr. 011-TOSBOPNE ovttsoww o WilsonMiller 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON IN' THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/1 2. NEGATIVE SCALE: 1:36000 /-' 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1"=00' 6. THIS IMAGERY HAS NO BFIf( TECHNICAL STANDARgS O 7. VERTICAL ELEVATION GH CSL EFFORT HAS BEEN MADE O'M 8. IN AREAS WHERE TALL 8 R6C1 Q Ifura ]R 5C 15079 Vr. 011-TOSBORNE W3125M-010-0 :T IS SIMILAR,,1 A( A DIGITAL FORWA t S.M. LS # 5627 AERIAL PHOTOGRAPHS HAVING IRES OR TREE%LEA IN AN EFFORTT" CURACY TO RECTW DATE 8-08-05 MEET MINIMUM ACEMENT. EVERY %L FEATURES. UCT FEATURES, EFFECT. EMENTS, EXCEPT STERED ENGINEERS AND LAND SURVEYORS. SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL ( OF SUBJECT LANDS. TION # LB -43 10 WVsOnMilier r New Directions In Planning. Design & fnglneenng DESCRIPTION OF PART OF 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY. FLORIDA (SSA 7 - PARCEL E) (EXHIBIT A) OR; 4089 PG; 3740 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 00027'07" East, 220.66 feet, to (Point Number 984, Northing, 765658.70, EasUn ,J68p76:78-POINT OF BEGINNING; Thence continue along said east line .otSJ id S'ec�ti�n'33,,) outh 00°2707" East, 3573.53 feet to a point (Point Number 992, Northin-` "� 5.29, Easfingt 4881Q4.97) Thence leaving said east 993 through 1126 & 984 Point Number 993, Northing, 7 0 2.54, �a tir]g', I,$$0 Point Number 994, Northing 7�1 0 1.,8,Eati7i, 4h8804 3 Point Number 995, Northing ,7 682 76, [ a`sting; 4g�010 � Point Number 996, Northing, Easting, 48F9789 Point Number 997, Northing,' d9 8.16, Easting, 4669 4 1� Point Number 998, Northing, 706V0 82, Easting, 48786&; 2 Point Number 999, Northing, 76270 86; €asting4487a�2."B Point Number 1000, Northing, 762067-7,7,,iE stipg�4'676'i3.74 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 following vertices, (Points _ Offices strategically located to serve our clients 660.649.4336 \I NapleslCorporate Office 3200 Bailey Lane, Suite 206 • Naples, Florida 34105. 239.649.4040 • Far 239.6435716 \v w!/sanml/lei com bR.YlC)S 1SSB91 Vx.011-TOSBIXtNE 1 GW, W]12501d0 0 WntunMlllgln[. — FL Lk./ LL -6000170 INilsonmillee 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, 762561. f 1 6911.61 Point Number 1033, Northing, 762 17 Point Number 1034, Northing, 7 , Easting, 4 Point Number 1035, Northing, 6 .21, Easting, 48683 41 Point Number 1036, Northing 76 3 25—Eesti 4 809. Point Number 1037, Northin . , 7 4�sti g, 8 791.3 Point Number 1038, Northin , 7 Point Number 1039, Northi g, 2 69. 9,' E st 6. Point Number 1040, Northi 867 . 2 Point Number 1041, Northin 2 44, asting, 67 .12 Point Number 1042, Northin 514.93, Easting, 4 8 .9 { Point Number 1043, Northing, 0.00, Easting, 4 7 . Point Number 1044, Northing,6 12, Easting, 4867 Point Number 1045,Northing76 tin Point Number 1046, Northing,, 76269. It ti.93 Point Number 1047, Northing, 762702.88, 6758.19 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 fi Y ISWI Ver: 011Tp5901iNE M1V1i.5CL016-0 2 GAS WilsonMillef 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 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. —East 87234.60 Point Number 1079, Northing, 7641 7 anti k7 46 Point Number 1080, Northing, 7 0 Easting, 4 Point Number 1081, Northing, 6 1' .59, Easting, 48732 6 Point Number 1082, Northing 7 215, @eating 4 347. Point Number 1083, Northin , 7 219. a N g, 8 381.1 Point Number 1084, Northi, 7 Point Number 1085, North! g, 4 82. 0, E st 3. 5 Point Number 1086, North! s 874 H Point Number 1087, Northin .7 as asting, 750 .91 rG Point Number 1088, Northin 512.5 0, Easting, 4 1 .1 Point Number 1089, Northing, _ 83.63, Easting, 4 3 Point Number 1090, Northing, 81, Easting, 487 Point Number 1091, Northing, 76 9 9, stin 4 b Point Number 1092, Northing, 7647 -,l tiuj .12 Point Number 1093, Northing, 764772.Ing-r4, 7559.03 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 envms Iceee, yr on--T�E 3 Miz-�&-0 WilsgnMiller® New Directions In Planning, Design & Engineenng 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;-Eg7qti A&7806 17 Point Number 1125, Northing, 765657 43_._-- g'4874*74 Point Number 1126, Northing, 76�f,58-t7 Easting, 487 6,9.75 Point Number 984, Northing, 765�5fij0, Easting, 4880778 F Containing 76.08 acres more or Subject to easements of reord, Bearings are based on the ortk County, Florida being Northf Bald, e'1YtPY+"I55881 Vu: 011-TQSBGANE 03J12S 0�-0 El OR; 4089 PG; 3743 OF BEGINNING Range 28 East, Collier GPO WiIsonMillere OR: 4089 PG: 3744 Now 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 21-1-99 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 89000'45"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 1 jZ { 2. NEGATIVE SCALE: 1:36000 r6kTRO�C � �l1T� 3. PIXEL DIAMETER: 2.5' � 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED l,"=50;�`6.THIS IMAGERY HAS NOTIBE N ORRECTED IN O E TO MEET MINIMUM TECHNICAL STANDARD O, .NFTIO,N%jU�MA A C RA Y// TA DARDS. 7. VERTICAL ELEVATION H G S a%ILI) C�'AU'S� 10} I N7X DI PLACEMENT. EVERY EFFORT HAS BEEN MA�E INJ I I E fHIS�EFFEC 76R M ICAL FEATURES 8. IN AREAS WHERE TALL EXPOSURES WERE MO am NOT. NOT REF 2H-99 Ve 6IY[00S 155&4 V¢ 016 ToS NE 03J1TSO4M6-0 IS i Ytl ES-09TREe$ LEA 70/613TRUCT FEATURES, ED IN AN EFFORT fQ,, Mlollv(IZE)' HE EFFECT. � CCURACY TO RE'�ft flE ENLARGEMENTS, EXCEPT IAT. "/i'� / i I W['ATE 8-08-05 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL (OF SUBJECT LANDS. TION # LB -43 � C3 � .. ,_aVV_s ; . . 7 � ( � / , » E (( (4G} ((�cw, \ z * } E§\()#\§§§>( � ( &I � / , » E &I IM � § § (fe N \ \)\\(\\ \\ ( \ � Rl � § § v 11904X2 {�) \ : w \ \ } � §! •) ¥ ! �( C)\2§4\ &/ SULF 1' 500, — (§ \per; ,« !w ) . , ^§©!``� 5 \. § \ 8 \U\ \�\( ) {�) \ : w \ \ } � \U\ ` ) § {�) \ : w \ \ } ,SCALE: lw = 4W��}° ` ^ r) y &%§!\ \ S q— § )} }\z Z2 /\k \)\\ 2v\�2} )\ °;@g P ;¥,� �`~�}§IN ® es C KW �O\})\/U k k X azo \k� \ � \ \\)®§[� >� , 0 $ \ 7 \ } ! �CALE- IODO"��\! \ � \\ 28'3CE 2199.96' v_s % \ k\{}& m<;e §/Z) �\ - N(s( e (§\/ (/\,WEEj;) . ` §%// y2»:K aIw \!\/ ! , «» !z \ iQ > §§`§ ,\ � Cl \ \| j � co CD % � \ \( �2 ■`/ � §\� 9) »/Qa w\\(( (\�Z) ( zo \\ law' » }\ )\\\\2 : i, .gaze ®!e!&!z»�a_�emme \ §\E*)|\((§(\@§#! % � \ \( �2 ■`/ | klw=M- i w S'. Lake Laryord Cnmp *7. Nca Slralml Flmvway IewaWSNiP Aree IFSAI ` h WRA .1 l WRA ONHoaca.O,ee HOLllal HSA slowardolp Area IFSAI 17 ONnlom FlGwwslaupll % ll Slew . I%jp Area IFSAI FSA HSA Rekl PJ 9 wiIsonmiller Now Directions In Planning, Design & Engineering DESCRIPTION OF PART OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA OR; 4089 PG; 3754 (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 89000'45" East 1599.45 feet. To the POINT OF BEGINNING (Point Number ?-1271-anng 771096.92, Easting 484244.14); Thence continue along said North line r h --2°0 ' �i�7p" st 1816.50 feet to (Point Number 1130, Northing 771128.23, Easting4,�6560.37); Thence leaving said north find in 1131 through 1470 & 1818 tj rou Point Number 1131, Northirfg 7V1g89. 4, E stink U600 .`i$/ Point Number 1132, North2r� 7 10$7 �, st nk 604 5 Point Number 1133, Northirig-7 1084.12; Edith g 486042 6' Point Number 1134, Northin�`7 072.31, Easting 486041)84 Point Number 1135, Northing 7,,4. 62.00, Easting 480'640 3, .0 Point Number 1136, Northing X404&75, Easting 48604'- ` Point Number 1137, Northing 773030;93-E sting 86 Point Number 1138, Northing 77102'6:69', 9�siing X033. 5 Point Number 1139, Northing 771025.19,-Easting48-616.81 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 following vertices, (Points Otlices strategically located to serve our clients 000.649.4336 NaplesrCorporate Off/us 3200 Bailey [ane, Suite 200 • Naples, Florida 34105 • 239649.4040 - Far 239 643 5716 / enviaw,sseel ver. on. roseosee wilsonm1lller. com / zb O-.0 ( W11500MI11Wnc. — FL Llc/ LC-COOOOO WilsonmillerIt OR: 4089 PG: 3755 New Directions In Planning, Design & Englneenng 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 54.97 Point Number 1171, Northing 77091. '3 Point Number 1172, Northing 77 Easting 4 Point Number 1173, Northing t�91 .87, Easting 48520 . Point Number 1174, Northin 77-,EaaM3g 4q 178. Point Number 1175, Northi 77 9,. anti g 48 40.74 Point Number 1176, Northi g7 9 I Point Number 1177, Northi g 7 0 01. 3, E st Point Number 1178, Northi 9 1, s 8508. 1 Point Number 1179, Northi 0 .13, sting 50 Point Number 1180, Northin 877.81, Easting 4 6044 Point Number 1181, Northing 66.75, Easting 48 Point Number 1182, Northing 81, Easting 48505 Point Number 1183, Northing 77 astin Point Number 1184, Northing 77081 asti .65 Point Number 1185, Northing 770783.37, sating 4849.32 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 er�s2oos.,swa, vo-un.io56aW 2 P� Wilsojimillero OR: 4089 PG: 3796 NewDle dons 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 I 12.97 Point Number 1217, Northing 7700 . Point Number 1218, Northing '77 ®S asting 48 Point Number 1219, Northing q' .69, Easting 48521 . Point Number 1220, Northin 70 1 .06;�astiog 4 10.7 Point Number 1221, Northin 76 99 . a ti g 4 5 09.29 Point Number 1222, Northi g 7 Point Number 1223, Northi g 7 9 3. 2, sti Point Number 1224, Northi 9 s 519 .5 Point Number 1225, Northin 9 .12, asting 1 . Point Number 1226, Northin 6 967.12, Easting 4 58 4 Point Number 1227, Northing q4.94, Easting 48 7 Point Number 1228, Northing 19, Easting 48511 Point Number 1229, Northing 76 stin _4886 8d o Point Number 1230, Northing 76995. tiWg�4, �{{ �� Point Number 1231, Northing 76994 .06, ng 053.81 Point Number 1232, Northing 769935.50, Easting 485026.66 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 N1NltC IMMI Ver U11 TOWORNE ., =12 -:AI -01O-0 3 Wils&miller OR: 4089 PG: 3757 New Directions In Planning, Design 8 fngineen ig 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_1 4.25 Point Number 1263, Northing 769 8,> 3 Point Number 1264, ,Easting 48 71 Point Number 1265, Northing 69.3 .44, Easting 48508. 9 Point Number 1266, Northin76 mg 4§ 093.6 Point Number 1267, Northi 7 28 .3 tf g 485 03.19 Point Number 1268, Northi g 7 Point Number 1269, North! g 7 9 46. 61 E st Point Number 1270, Northi 9 tl 51 ¢- Point Number 1271, North i 92 4.12, as ng �A1 04 Point Number 1272, Northin - 200.13, Easting 4. 65 Point Number 1273, Northing 9.50, Easting 4 Point Number 1274, Northing 2, Easting 4851 , Point Number 1275, Northing 76 ftAB Point Number 1276, Northing 76911 .81 Point Number 1277, Northing 769097.00, 5210.75 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 a,ienoos issem ver. wi-roseorwe 4 wa ov/z.sw.go--o P� wwIsonMiller� OR: 4009 PG: 3758 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, East*n 485610.61 Point Number 1308, Northing 768686. 34.42 Point Number 1309, Northing 766 n t� Point Number 1310, Northing 7 , Easting 485 Point Number 1311, Northing 6 95, Easting 485682. 7 Point Number 1312, Northin 76$ �E'asti'ng-4 19.1 Point Number 1313, Northirl 7 $566.60�astl 485 32.61 Point Number 1314, Northing 7 s 3: Point Number 1315, North! g 7 8 39. 7, E st Point Number 1316, Northi E 57 .1 Point Number 1317, Northi 8530.16, Easting $5764 79 Point Number 1318, Northin 26.67, Easting 48767 6 Point Number 1319, Northing 6.67, Easting 48 h . Point Number 1320, Northing 7 q2 . 0, Easting 4858 <6y Point Number 1321, Northing 768 tin 8. Point Number 1322, Northing 7685 .93 Point Number 1323, Northing 768524.50, Eas ing 85858.41 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 wO �y d1� 1J%I Vr.OiF TOSBORNE v 0}l12-50-O,P-0 WilsonMillerm 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. r S 76.87 Point Number 1355, Northing 768 43 7 Point Number 1356, Northing 7 Eastin Point Number 1357, Northing 6FG' 69, Easting 48636. 7 Point Number 1358, Northin 76 . ,,fisting 44 346.8 Point Number 1359, Northi 7 29� Esta i g 4 6 1.91 Point Number 1360, North i g 7 r Point Number 1361, Northi g 8 00. 4, E slr Point Number 1362, Northi irk 8631. (� Point Number 1363, Northi 8 4.65, asting 630 Point Number 1364, Northin - 290.96, Easting 4 95 3 Point Number 1365, Northing 0.96, Easting 48 -Q Point Number 1366, Northing 91, Easting 4862 Point Number 1367, Northing 76 5a�ingA8 Point Number 1368, Northing 76829 . ,IEj�sti .89 Point Number 1369, Northing 768295.41, 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 ed1&1006155861 Ver. 011-7QSBORNE Oi112S01-DI0-0 WilsmMilleir OR; 4089 PG: 3760 New 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, East' 486823.95 Point Number 1400, Northing 767647 ..East! 1.27 Point Number 1401, Northing 767 �� `stin 0 Point Number 1402, Northing 7 Easting 486 Point Number 1403, Northing 6 58.39, Easting 486840. 1 Point Number 1404, Northin 76 49 Easting- 0.6 Point Number 1405, North! 7 469.70,.E g 486 0.94 Point Number 1406, Northi g 7 4 Point Number 1407, North! g 7 54. 4, E st Point Number 1408, North! iQ 68 Point Number 1409, Northi 7267.32, Easting 86 45 Point Number 1410, Northin 219.86, Easting 4 26 Point Number 1411, Northing 8.72, Easting 48 Point Number 1412, Northing Z5, Easting 4868 t} Point Number 1413, Northing 76 1 a9 4 8 Point Number 1414, Northing 76699 .0 id$ 81.59 Point Number 1415, Northing 766965.37, as trig 86888.55 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 0.7 7 Vx.Oii.TOS NE 0 WilsonMiller' OR: 4089 PG: 3761 New Direction 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 766367.0Mast�ing`48 84.34 Point Number 1448, Northing 7663 .3 2 Point Number 1449, Northing 7 , Point Number 1450, Northing .56, Easting 48569 . Point Number 1451, Northin 76 5,Easift4$ 78.7 Point Number 1452, North! 7 35 . a g 4 5 73.77 Point Number 1453, Northi g 7 - 1 Point Number 1454, Northi g 7 6 48. 4, E st Point Number 1455, Northi s n •8557 . Point Number 1456, North! 6 44, asting 55 Point Number 1457, Northin 348.19, Easting 4 50 Point Number 1458, Northing 8.19, Easting 48 Point Number 1459, Northing 19, Easting 48549 , Point Number 1460, Northing 76tin -4 Point Number 1461, Northing 7663 gagstil .88 Point Number 1462, Northing 766351.4 3, tin51.01 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 Bn�155e91 Vr.O1LTO5BOpNe 8 Gyri mals.swaa-o .... GP WilspnMiller. OR: 4089 PG: 3762 New Directions In Planning. Design & fnglneedag Point Number 1826, Northing 766511.69, Easting 485530.72 Point Number 1827, Northing 766521.81, Easting 485551.00 Point Number 1826, 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 766638" t g, 3.38 Point Number 1841, Northing 766,� t3y n 60 Point Number 1842, Northing 7 qt3���;5 Easting 486 Point Number 1843, Northing 686 .06, Easting 486051. 11 Point Number 1844, Northin 76 sung 6 62.0 Point Number 1845, Northin 7 74 .8 , a ti 486 84.34 Point Number 1846, Northi g 7 Point Number 1847, NorthiIg 7 6 53. 01 E sti Point Number 1848, North! V s 617 .5 Point Number 1849, Northi�r{{ 6 0.56, asting 89189..78 Point Number 1850, Northin 723.06, Easting 4 6 0 4 Point Number 1851, Northing 9.66, Easting 48 Point Number 1852, Northing 7 7 5, Easting 4862 Q0 Point Number 1853, Northing 76 Ea X38 Point Number 1854, Northing 7666 lQVS331.41 Point Number 1855, Northing 766684.19, a 6351.88 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 B/1SQe65165891 Va etl-TOSBOpNE Wil OL' 1T-501010.-0 Intl U M WiIsonMiller° 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 486480.60 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, I g 6 3.87 Point Number 1887, Northing767 $Ej� 0 Point Number 1888, Northing 7 Easting 48 Point Number 1889, Northing 6 ' .65, Easting 48640. 2 Point Number 1890, Northin 76� sting 4�6 98.9 Point Number 1891, North' 7 17!�sg 486 95.03 Point Number 1892, North' g 7 I Point Number 1893, Northi g 7 19. 2, E st Point Number 1894, Northi 639 . Point Number 1895, Northi 7 1.31, asting 639 06 Point Number 1896, Northin 296.04, Easting 4 91 1 Point Number 1897, Northing 17.65, Easting 48 Point Number 1898, Northing 53, Easting 4863 , Point Number 1899, Northing 76 6 bgA8 Point Number 1900, Northing 76741 . ti5 Point Number 1901, Northing 767445.36, 6388.15 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 H�1&10051: 1 V. 011-TOSBO E 03)12-SO1146-0 10 C~ OR: 4089 PG: 3763 WilsonMiller` OR: 4009 PG; 3764 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 t 1.53 Point Number 1933, Northing 7679 .9Q Point Number 1934, Northing 76 �$. ,Easting 48 Point Number 1935, Northing .00, Easting 485733. Point Number 1936, Northin 67 5"astingA88 13.5 Point Number 1937, Northin 76 93 . , a i 485 98,28 Point Number 1938, North! 7, Point Number 1939, Northi g 7 9. 3, �tt Point Number 1940, North! 8 s i 566 6 f-+ Point Number 1941, Northin .88, asting 4 647. 2 Point Number 1942, Northin $ 6.56, Easting 4 0. 0 Point Number 1943, Northing 9.56, Easting 48 Point Number 1944, Northing 7 8 7, Easting 48563 . 8� Point Number 1945, Northing 76� Point Number 1946, Northing 76779. ftirwc 31 Point Number 1947, Northing 767795.57, mg4 599.71 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 B/lelWS1559E1 Vx 011-T0.S90RNE v 11 WilsonMiller' v 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 768147.8 g 32.65 Point Number 1979, North ng 768 Q. ! . 6 Point Number 1980, Northing 7 Easting 48 Point Number 1981, Northing 6 .75, Easting 48521. 6 Point Number 1982, Northin 76243 Easting 4_$6 22.4 Point Number 1983, North! 7 24 . , fa s g 4 5 39.47 Point Number 1984, Northi g 7 i Point Number 1985, North! g 8 81. 6, E st Point Number 1986, North! q -I n 8524 . Point Number 1987, Northi 8 .56, asting 5241 16 Point Number 1988, North inEastin 324.06, 6 4 587 � 9 Point Number 1989, Northing 0.87, Easting 48 0 Point Number 1990, Northing 87, Easting 4851 Point Number 1991, Northing 76 tin Point Number 1992, Northing 76835. ,l tl.19 Point Number 1993, Northing 768347.87, 5123.90 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 NlfllXlY l8 l Ver041-T059CANE OOJ14-50401b-0 12 E-+ OR; 4089 PG; 3765 J WiistinMiiier OR: 4089 PG; 3766 New Directions In Manning, 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. i g 6.19 Point Number 2025, Northing 768 0 Point Number 2026, Northing 7 Easting 48 Point Number 2027, Northing 6 .88, Easting 48467. 8 Point Number 2028, Northin 76 6:57; Easting 44690.5 Point Number 2029, North i 7 8 esti g 484(10.97 Point Number 2030, Northi g7 i Point Number 2031, Northi g 8 01. 1, E st Point Number 2032, Northi 1 n 8479. E - Point Number 2033, Northi 8 .81, asting 824 82 4' Point Number 2034, Northin 940.94, Easting 4 48 6 Point Number 2035, Northing 1.50, Easting 48 Point Number 2036, Northing 63, Easting 4848 Point Number 2037, Northing 76 in -4848 Point Number 2038, Northing 76903. ti 93 Point Number 2039, Northing 769044.56, ting 484845.22 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 bielS0a1155e51 Ver011.TQ5BpiNE m+lasw-ao--o 13 WiIsomillef 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. g 1.69 Point Number 2071, Northin 769 7, a 9 g Point Number 2072, Northing 7 ,Easting 48 Q Point Number 2073, Northing 6 076.06, Easting 484566. 3 Point Number 2074, Northin 76 Easting W 27. Point Number 2075, Northi 7 0 sti g4 86.66 Point Number 2076, Northi g 7 Point Number 2077, Northi g 7 9 98. 4, E stt Point Number 2078, Northi tl 41 .2 Point Number 2079, Northi 7 9 1.25, as ng 10.19 Point Number 2080, Northin 161.81, Easting 4 1 9 Point Number 2081, North ng . 5.81, Easting 4 Point Number 2082, Northing 13, Easting 4843 Point Number 2083, Northing 76 ,1 * 9 Point Number 2084, Northing8.82 2 7692 sti Point Number 2085, Northing 769325.01, 3sti 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 89erdW 15 1 VN:011-T0 RNE 14 OR, 4099 PG, 37677 WiIsonMiller' New Directions In %arming, 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, 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. Y I g�[f) 7.62 Point Number 2117, Northing 769 4 � n 03 Point Number 2118, Northing 7 Easting 49 Point Number 2119, Northing 6g9 .57, Easting 484099. 8 Point Number 2120, Northin 76 Easting 100.0 Point Number 2121, Northin 7 9947 3 `asci 9 484 91.96 Point Number 2122, North! g 7 Point Number 2123, North! g 7 9 8. 8, E sti Point Number 2124, North! v� Q s 04 .2 Point Number 2125, North! 9 4.13, asting 048. 5 Point Number 2126, Northin X980.94, Easting 4 0 5 Point Number 2127, Northing b 3.00, Easting 4 Point Number 2128, Northing 0, Easting 48416 9 Point Number 2129, Northing 770 ing_4 Point Number 2130, Northing 7700 io �.57 Point Number 2131, Northing 770052.31, EWino 282.74 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 D OR: 4089 P0: 3768 WilsonMiller. OR; 4089 PG; 3169 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, Fasting 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 , I 69.16 Point Number 2163, Northing 7701 6 Point Number 2164, Northing 77 Fasting 484 Point Number 2165, Northing F11 .75, Fasting 48423Point Number 2166, Northin 77; @14.Point Number 2167, Northi 77S f9� a i g 4 01.18 Point Number 2168, Northi g 7 s Point Number 2169, Northi g 0 28. 5, E st Point Number 2170, Northi 0 4 7¢, s n 8415 . Point Number 2171, Northi 0 93, asting 1 Point Number 2172, Northin 196.75, Easting 4 7228 Point Number 2173, Northing 35.81, Easting 48 Point Number 2174, Northing 32, Easting 48419 Point Number 2175, Northing 77ti® Ql Point Number 2176, Northing7703 ti 2 07 Point Number 2177, Northing 770349.68, asting 207.96 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 v,arma.,uee, ver on.rosaonne aia,zso D. .0 16 Wilsonmiller" OR: 4080 PG; 3770 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. 1QQg $ 47.06 Point Number 2209, Northing 7710 .%S1 dg . 6 Point Number 1127, Northing 771,,0 Easting 4464 POINT OF BEGINNING) Containing 90.03 acres mor orah" �1�rSubject to easements of re rdBeariY s are basedffo� 6 outh, Range 28 East, Collier Count Florida bein Nort 8945 � I t.I P u•iersaa-IMMI vx wi..osaw+ne ma,asau1a-a 17 WilsonMiller. OR: 4009 PG; 3771 New Directions In Planning, Design & Engineering SSA 7LANDS: 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INT"PikE�AT(Q�l�y THE FOLLOWING PARAMETERS: j- �!l �-_ ^'--- 1. DATE OF PHOTOGRAPHY: g/3Y0 2. NEGATIVE SCALE: 1:3600( 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEE 1",500T' r ` 6. THIS IMAGERY HAS NO BIV O H OIR 61 TECHNICAL II 11 _ STANDARDS OR NATIO', ACRACYSP 7. VERTICAL ELEVATION C `GES W ILL CAUSE H EFFORT HAS BEEN MADE TO MINIMIZE' �jI EFFECT FOR CRI' 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES-LE'POSURES-W MINIMIZE ��� ;- CI � THE EFFECT. .L AERIAL PHOTOGRAPHS HAVING TO MEET MINIMUM EVERY IN AN EFFORT TO 9. THIS PROVJ49T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT NOT BASE CERTIFIC,il REF 2H-99 848'NY 155001 Vx.O11-TOSBOPNE 0331'PSO{ -0 DATE 8-08-05 LS #5627 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB -43 W WiWnMifier 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) OR. 4089 PG; 3772 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, Ea5ting—"48p�_ 3); Thence leaving said south line Nr 053" Wes• Northing 766372.12, Easting 4t52it 8) POINT OF Thence leaving said line in through 1723 inclusive) Point Number 1472, North!¢ z31z00 tjh 525 1 t Point Number 1473, Northin 6 31, ti 22 . 5 Point Number 1474, Northin $ 361.75, Easting 48' 3. 0 Point Number 1475, Northing 2.69, Easting 48 2 Point Number 1476, Northing 93, Easting 48515. d Point Number 1477, Northing 76 sting 4 Point Number 1478, Northing 76633 : -til . 5 Point Number 1479, Northing 766324.81, iing8 95.03 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 to (Point Number 1471, vertices, (Points 1472 Offices strategically located to serve our clients 868.649.4336 NaplasNorporals Office 3200 Bailey Lane, Suite 200 • Naples, Ronda 3410.5. 239649.4646 • Fax 239.643.5716 6mno6s 150666 ver. 6n-cu"o wllsonmlller corn �. 1 cas, x.soa6lo vwwc- urea W1190nMllleq Inc. —eL Ue.J LC -0000 170 d U WiIsonMiller OR: 4089 PC: 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 766321.0 f 46.62 Point Number 1511, Northing 7663 1� 'a04Z426..!62 � 8 Point Number 1512, Northing 76 ®. asting 4 Point Number 1513, Northing 7 .56, Easting 48470 . Point Number 1514, Northin 66 1 48 83.2 Point Number 1515, Northin 76 31 a 1 4 71.42 Point Number 1516, North' 7 Point Number 1517, North! g 7 6 7. a ti Point Number 1518, Northi 0 458 .2 Point Number 1519, Northin 6 7 .10, sting 55 . Point Number 1520, Northin 6 66.00, Easting 48 0. 5 Point Number 1521, Northing $ 6.38, Easting 48 25 Point Number 1522, Northing 5, Easting 48445. Point Number 1523, Northing 7in Point Number 1524, Northing 766194 �jnw f 6 Point Number 1525, Northing 766186.81 g44 370.31 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 aearmes.,seeee ��en.o� M12Y 4010.MW 287M 2 0 VIIS007miller° OR: 4089 Pc. 3714 New Directions In Planning, Design & Englneenng 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 766419.9f 98.22 Point Number 1557, Northing 7664 i Point Number 1558, Northing 76 asting 4 Point Number 1559, Northing , 63 .04, Easting 48424 . Point Number 1560, Northin 6 t' 4 40.8 Point Number 1561, Northin 7 36 . a ' g4 23.03 Point Number 1562, Northi g7 3 Point Number 1563, Northi g 7 6 35. 1,�E st Point Number 1564, Northi . , s n 19 .6 Point Number 1565, Northi 6 .18, sting 418 Point Number 1566, Northin 293.75, Easting 4 85 Point Number 1567, Northing 76.00, Easting 48 Q Point Number 1568, NorthingB'1 92, Easting 48418 . (� Point Number 1569, Northing 76 5 a stin Point Number 1570, Northing 7662 stig7 2 Point Number 1571, Northing 766228.69, stin196.76 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 aoasms,eeaea Ve.on.ai,wo = ou,z-saauvww,-zsrm U 3 WIsonMiller' OR: 4009 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. i 05.25 Point Number 1603, Northing 7657 Point Number 1604, Northing 76 Easting 4 Point Number 1605, Northing 7 .48, Easting 48416 . Point Number 1606, Northin 6 02;69; E�asti 4 160.7 Point Number 1607, Northin 7 67M, a g 4 49.43 Point Number 1608, Northi g 7 i Point Number 1609, Northi g 7 5 20. 9, E :St Point Number 1610, North i s n 8413 .2 Point Number 1611, Northi 5 68, asting 13 Point Number 1612, Northin 571.69, Easting 4 29 22 Point Number 1613, Northing 2.06, Easting 4 7:7 Point Number 1614, Northing 5 63, Easting 48412 . Point Number 1615, Northing 76 5 stin Point Number 1616, Northing 7655 i 5 Point Number 1617, Northing 765516.94, 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, 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 6areoos 1 vY on-cwio waizsa-ao vwwc-xzea 4 Coll WilSoWiller O80 4089 PG; 3776 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. , m 83 84.22 Point Number 1649, Northing 7647 �4 Point Number 1650, Northing 7 Easting 48� Point Number 1651, Northing? .79, Easting 483 9 Point Number 1652, Northin 76 71:6 , ' 4 832.4 Point Number 1653, Northir} 7y46 . a ti g 4 3 17.91 Point Number 1654, Northing 7 9, i Point Number 1655, Northi�g 4 18. 6, E stn Point Number 1656, Northi 4 1 s n 8377 . Point Number 1657, Northi .94, asting 376 Point Number 1658, North! 587.56, Easting 4 6050 Point Number 1659, Northing 7 73.00, Easting 487 Point Number 1660, Northing 5 50, Easting 48375 . Point Number 1661, Northing 76 stin 3 Point Number 1662, Northing 7645 Stiff 712 Point Number 1663, Northing 764521.25, 'ng 8 680.44 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 eavems.,eaoae vr.ory curro oa�izsaao-w+wc. zerm 5 miSominer. OR: 4009 PG: 3777 New Directions In Planning, Design & Enalneenng 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, flog83615.75 Point Number 1695, Northing 7637 j , 3 Point Number 1696, Northing 7 Easting 48'3 Point Number 1697, Northing 6 ``1 .25, Easting 48355 Point Number 1698, Northin 76� $0:0"as14 542.1 Point Number 1699, North! 7 354#4, a ti g 4 3 27.62 Point Number 1700, North! g 7 1 s i Point Number 1701, North! g 78. 2, E st 1. Point Number 1702, North! 5 s n 8349. 1 [— Point Number 1703, North! .75, asting 34 Point Number 1704, Northin ` 391.63, Easting 4 5969 Point Number 1705, Northin 75.44, Easting 48 U Point Number 1706, Northing 06, Easting 4834 , Point Number 1707, Northing 76 stin a 1 Point Number 1708, Northing 763 6 ,jq�st1 .31 Point Number 1709, Northing 763 349.57,1 ting 48 368.31 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) B23RIX615 Va 011 -GL WJ13 SOl01P MRK -287W M misgnMiner` OR: 4089 PG; 3778 New Directions In Planning, Design & Engineering Thence along said west line North 00028'14" 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-;f�astiny'483102.69 Point Number 1734, Northing 7641.7 :8�ff,'AEr�6&' (,,' - - :F3 Point Number 1735, Northing 7642,0•,88; Easting 4830]"5:6 Point Number 1736, Northing764i.48.94, Easting 482926&..$8 Point Number 1737, Northing 76 58.12 Easting-4Z 883.6 \\ Point Number 1738, Northing 76'425gfi2;.€asti�g 482873.62 Point Number 1739, Northing 74256" 9; 4= s ing 482 0'59 Point Number 1740, Northing 7 4 48 6,fE s ng 4 2 7 U Point Number 1741, Northim-496; 0,*s)mg 18285.19 Point Number 1742, Northi7 4111D6.94; l asting 282`d`' li J Thence North 23°19'18" West '�5Y9 feet to the west lf6p'6 hle' forementioned Section 33 (Point Number 1743, Northing46982.28, Easting 482779 }% Thence along said west line North 00°2t�f iEWes(,j8_:46feet 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 azfre9re t5eee9 vc 9U.Gt p W912- OF MW -1918] J, 7 WiIsgnMiller OR: oo e 377 Now 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 766641 .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 766310.7Fa.ling ZJ 19.85 Point Number 1773, Northing 7663 .7 1 2 Point Number 1774, Northing 76 48 Point Number 1775, Northing 4p .31, Easting 48420 . Point Number 1776, Northing/7696 .3 , 4 14.7 Point Number 1777, Northin 7 6 anti 9 4 4 0.43 Point Number 1778, Nor g 7 6 i Point Number 1779, Northi g 7 6 18. 3, E st V Point Number 1780, North' s n 467 1.40 Point Number 1781, North i 6 .18, asting 72b.'16 � Point Number 1782, Northin 801.. 6, Easting 464. 1 Point Number 1783, Northing 1. 3, Easting 4 2 8 ,� Point Number 1784, Northing 7 41, Easting 48490 Point Number 1785, Northing 76 E stin Point Number 1786, Northing 7667 9. l stip 1 Point Number 1787, Northing 766706.98, ng 097.53 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 &ZNttK 1,eae Vtt O11 GL W3125 1)- `A iW- 211IB3 P�. wyISominera 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 less:A-j�V' CC Subject to easements of record. %4 j Bearings are based on the north ,lin* of Section 28, County, Florida being North t36°00'451'East \ _ 62=(X& 156008 Vm- DIL GL D 8]I12.50FM0. MW- 287M V 10 South, Range 28 East, Collier WilsonMiller, New Direcgons in Planning, Design & fngineenng OR: 4089 PG: 3181 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (WILSONMILLER DRAWING NUMBER 21-1-99 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 THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/; 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 5. SCALE NOT TO EXCEE 1'= 6. THIS IMAGERY HAS NO B TECHNICAL STANDARDS OR NATI D 7. VERTICAL ELEVATION EFFORT HAS BEEN MADE TO MINIMIZ 8. IN AREAS WHERE TALL S LEAN TO OBSTRUCT FEAT MINIMIZE \ � THE EFFECT. \ �, 9. THIS PROD IS SIMILAR IN ACCU IN EFFECT FOR CRG SURES OR TREES 5627 AERIAL PHOTOGRAPHS HAVING TO MEET MINIMUM EVERY IN AN EFFORT TO ED ENLARGEMENTS, EXCEPT DATE 8-08-05 STERED ENGINEERS AND LAND SURVEYORS. SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL ivv l IpRzjt.[rk0 :FULL SURVEY OF SUBJECT LANDS, CEr2TIFICAT OF AUTHORIZATION # LB -43 REF 2H-99 "" marzaos 150e0e Ver oii.cv,"o maisSWas vwwc-xeM 10 I� WilspnMiller0 NewDireclians In Planning, Design & Engineenng 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 comer of Section 27, Township 46 South, Range 28 East, Collier County, Florida. Thence along said north line of said Section 27, North 88059'47" East, 544.11 feet, to the POINT OF BEGINNING; (Point Number 573, Northing 771170.47, Easting 488502.29); Thence along said north line North 88059'47" East 777.69 feet to (Point Number 576, Northing 771184. 10, Easting 489279.86) Thence leaving said line in straight-line; rn f�l f IQlowing vertices, (Points 577 through 579 inclusive)�� �l 1111, Point Number 577, Northing 772526. Easting 489264.73 Point Number 578, Northing 77?r549, 2,sating 0589.15 Point Number 579, Northing Thence along the east line of tn'e r'atn=describedp&coS on said north line of said Sectio (Point Number 580, Ac Thence along the north line of s 1 ction 27 North 88°5', Northing 771225.17, Easting 491 8 Thence leaving said line in straight- rpJs menIs through 11 & 573 inclusive) IC�( 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 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 Paint Number 597, Northing 770363.89, Easting 491060.73 HEREJNER REFERRED TO ASP NT 'A" 1 A S0IT"" ER REFERRED TO f-� u thin 71'2 East, 1342.58 feet to a point .20, Easting 491261.54) t7" .09 feet to (Point Number 581, �(� 3�- liq i g vertices, (Points 582 through 631 i HEREINAFTER REFERRED TO AS POINT "C" HEREINAFTER REFERRED TO AS POINT "D" Offices strategically located to serve our clients 80o.649.4336 NopleiXorporale OOloo 3200 8811ey Cane, Sulte200 • Naples, Rodda 34105 • 239 649 4040 • Fax 239.6435716 wilsonmtllercom arzarzoss. 1ss veron-Tosea+se 1 WmmIMllbc/nc. —FL L/c./ LGCe00 p0 misonMiner OR: 4089 PG: 3783 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 Point Number 609, Northing 771046.70, Easting 490113.80 Point Number 610, Northing 77108623, Easting 489995.17 Point Number 611, Northing 771125.77, Easti 8-4898-15.Q6 Point Number 612, Northing 771130.16, sT 4490 Point Number 613, Northing 771147. g-489503 q Point Number 614, Northing 77114 7 sting 489362.54 Point Number 615, Northing 771 5. , Easting 489340.85 Point Number 616, Northing 77 119 5,=89447.00 asting 89344-152 Point Number 617, Northing 77 91 .86, as 8 47.00 Point Number 618, Northing 7 090„r77I sttli 8 HEREINAFTER REFERRED TO AS POINT "F” REFERRED TO Point Number 619, Northing 7 b4 ti gg 8 13 63 F Point Number 620, Northing 7 as 9 1 �! Point Number 621, Northing 7 98, Easting 489060. J Point Number 622, Northing 77 2, Easting 488917. Q Point Number 623, Northing 770 Easting 488903.80 Point Number 624, Northing 77076 1 ting 488901.245 Point Number 625, Northing 770769. P, f"as)i 88 t} Point Number 626, Northing 770790.89, sti Point Number 627, Northing 770840.60, Eastin-g-4M78T ,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" ar� 153882 Vs: 011-TOS9pN1E MI 0]33SOF010.-0 WilspnMlller9 OR: 4099 PG; 3704 New Directions In Planning, Design a Englneenng 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"5947" East, 544.11 feet to (Point Number 573, Northing 771170.47, Easting 488502.29); Thence continue along said north line North 8805947" East 777.69 feet to (Point Number 576, Northing 771184. 10, Easting 489279.86) Thence leaving said north line North 00038'44" 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, Eating -49099251); Thence continue along the north 1 472.26 feet to Point Number 2231 Thence leaving said line in 2250 & 2230 inclusive) described North 88°59'17" East (Points 2232 through Point Number 2232, Northing 726 7. 9, as in 4 05 V Point Number 2233, Northing �6. 3 s * nr .98 E Point Number 2234, Northing IE tin 4 98 Point Number 2235, Northing .64, Easting 490576. Point Number 2236, Northing 7 12, Easting 49054. Point Number 2237, Northing 77 Easting 490509.66 Point Number 2238, Northing 7723 sting 490443.1 Point Number 2239, Northing 772371. 03 8� Point Number 2240, Northing 772310.04, Point Number 2241, Northing 772267.24, Easting 1.95 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. � J Vr.On.TQ$BCRI.E /� �13SOL0100 WilSO Miller0 New 01rections In Planning, Design & Engineering PARCEL B2 OR: 4009 RG, 3785 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 00031'22" 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, Eastsg49097Q.84 Point Number 2283, Northing 772352.82. agti9 Point Number 2284, Northing 7724�764�1ting-49t013. Point Number 2285, Northing 7725 asting 491024.9 Point Number 2286, Northing 77 5 Easting 491029.71 Thence along the north line of Parcel North 88058'31" East 2 (POINT OF BEGINNING) Containing 3.03 acres more or HIfI[N515 Vr. OV. TOSBONNE Ala ozstz�o-.o 12 of the herein described 31.73, Easting 491249.29); GNU 114rilsgnMiller° New Directions In Planning, Design & Pngineeling PARCEL B3 OI1; 4089 PG: 3786 COMMENCING at the aforementioned POINT A (Point Number 578, Northing 772549.92, Easting 490589.15); Thence South 34009'44" 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, Ea sli .99 Point Number 2269, Northing 771891.66 a tr=10760 . Point Number 2270, Northing 7719392 Point Number 2271, Northing 7720015.7 56.89 dmf Point Number 2272, Northing V772 628.)16, Easting 490758.66 Point Number 2273, Northing 034 asting-49076 Point Number 2274, Northing 058.0 astSng 49 Point Number 2262,Northingg�e 3n�� N BPoint Number 2262, Northin 9 3, as in 4 9 T OF EGINNING) Containing 0.66 acres more or'I'eSt� / �� ✓ A'-� ) v' PARCEL COMMENCING at the 491249.29) 772561,73, Easting Thence along the east line of the aforementioned Parcel B South 00031'22" 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 00031'22" 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 e/!Y1(C6155eBY Va011-TD9 "E u.1, 5 =12_ a4 .0 U WIS057MMIer' OR: 4089 PG: 3781 Neiv DiredOne in Planning, Oesign & 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, Easting 491920.69); Thence along the south line of the aforementioned Parcel B the following (2) two courses & distances; 1) South 70039'09" 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 segments through the following vertices, (Points 2288 through 2292 inclusive) 11 __f: V i I = Point Number 2288, Northing 771 Point Number 2289, Northing 771 Point Number 2290, Northing 77/1 Point Number 2291, Northing 771 Point Number 2292, Northing 771 Thence along the east line oft�1e POINT OF BEGINNING fPoin Ni Containing 0.32 acres more or Easting 491793.33 Easting 491831.35\ " East 116.49 feet to the 491920.69) \� T PARCEL B6C,* \5 BEGINNING at the aforementioned POINT.D (F1d ni N frftb�C592, Northing 770335.17, Easting 491693.64); Thence along the south line of the aforementioned Parcel B the following (3) three courses & distances; 1) South 85036'12" West 214.06 feet to (Point Number 593, Northing 770318.76, Easting 491480.21) 2) South 76030'04" 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 Yt3/SNa15 V1,011 -TO OHNA oul0031 z.so4aa-a 2 1111-1sdnMiller' 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 770356.24, 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 afor (� tie aree'K t 1 °42'47" East 81.17 feet to (Point Number 2323, Northing 770550.24 491055.16) PO EGINNING; Thence leaving said west line in ttrai mems tthhr�a gh th oil ing vertices, (Points 2324 through 2326 inclusive) Point Number 2324, Northing 70 4. 5, s in 4 0 .1 Point Number 2325, Northing 701 5. 6, sin 4 10 .18 Point Number 2326, Northing , Thence along the west line of th ementioned a tt .99 Parcel e f II 3) three courses & distances; 1) North 40"39'18" West 25.5 1 a oint Number 596, 770203.08, Easting 491077.35) 2) North 05053'55" West 161.6 ning 770363.89, Easting 491060.73) 3) North 01 042'47" West 186.43 fee ri 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 59055'07" 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 s¢x 15580] vrnlrorosaonxe cti,a W]1RSq-016-0 7 INilspnMiller' New Directions In Planning, Design & Engineering OR; 4089 R0; 3789 Thence continue along said south line the following (2) two courses & distances 1) South 59055'10" West 13.69 feet to (Point Number 600, Northing 770574.76, Easting 490954.99) 2) South 75018'59" 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 00002'35" East 97.34 feet t Qt011u Northing 770728.71, Easting 491052.81) POINT OF BEGINNING; Thence leaving said line in 2370 & 2328 inclusive) through the foillkwinivertices, (Points 2329 through Point Number 2329, Northing 07 Os 9 . 1 Point Number 2330, Northing 70 5. 3, sin 4 0 9 Point Number 2331, Northing 70 7. 6, s in 4 0 3 Point Number 2332, Northing ,0 st 9 .49 Point Number 2333, Northing 4.93, Easting 4909 Point Number 2334, Northing 7 6 .93, Easting 49083 Point Number 2335, Northing 77 Easting 490785.9 Point Number 2336, Northing 770 asting 490724.46 Point Number 2337, Northing 77070 in4906 Point Number 2338, Northing 770730.3 , r alg 9 6f Point Number 2339, Northing 770787.49, Eas dl� 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 64Yt00i 155 Vr. 011-TOMOME Ob1b50L010.-0 10 141 OR; 4009 PG; 3790 Now Di/edlens In Planning, Design B 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 Containing 5,40 acres more or less COMMENCING at the aforem 490258.77) Thence North 44045'14" West 490110.31) POINT OF BEGIIS Thence leaving said line in 2427 & 2385 inclusive) ZQ1V1PA CEL B1 Point Number 2386, Northing 77 �6 , Easting 490048.5 Point Number 2387, Northing 771 acting 489962.93 Point Number 2388, Northing 77124. a 'ng 9$892! Point Number 2389, Northing 771306.8 s$rj- 8 Point Number 2390, Northing 771382.95, Eke 83t1 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 wxarzo�s ieeaez yr oil. loseonne Wiix.soVo,u. 0 M (POINT OF BEGINNING) 771033.52, Easting 771183.27, Easting (Points 2385 through AlsonMiller` Now 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, Eastin 490357.53 Point Number 2424, Northing 771335.41 EF�(in Point Number 2425, Northing 771264.. 9�' Oi Point Number 2426, Northing 7712 6, sting 490267. Point Number 2427, Northing 771 8 , Easting 490186.38 Point Number 2385, Northing 77 18 ., Inq 490110.31 Containing 11.98 acres more COMMENCING at the aforem ed POINT G (Point N' 489142.88) Thence along the south line of th mentioned Parcel Number 2439, Easting 770910.86, X489147.00) Pt Thence leaving said line in 2442 8 616 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 1—+ OR: 4089 RG; 3791 BEGINNING 770901.72, Easting East 10.03 feet to (Point vertices, (Points 2440 through Thence along the south line of the aforementioned Parcel B South 37048'37" West 275.09 feet to (Paint Number 618, Northing 770901.72, Easting 489142.88) POINT OF BEGINNING. Containing 0.09 acres more or less arcv2ars is vx on. Tos "c =12sa.ota-o 10 N WilsonMiller" New Directions In Planning, Design & Engineering PARCEL B12 OR; 4089 PG; 3792 COMMENCING at the aforementioned POINT G (Point Number 618, Northing 770901,72, Easting 489142.68) Thence along the south line of the aforementioned Parcel B South 54009'52" 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 43005'32" West 106.74 feet to (Point Number 621, Northing 770815.98, Easting 489060.69) 3) South 66030'37" West 156.45 feet to (Point Number 622, Northing 770753.62, Easting 488917.21) 4) North 57019'18" West 1593 Qt ifiber 623, Northing 770762.23, Easting 488903.80) Thence leaving said south line in tai t -line segments throug he lowing vertices, (Points 2445 through 2446 & 619 inclusive) Point Number 2445, Northing 707 at g 4 Point Number 2446, Northing 70 0, a in d� 0 Point Number 619, Northing 7 08 st g 4 P 1 I�B GINNING Containing 0.09 acres more or s� PARCEL B1 10 Commencing at the aforementioned -(Point Numb4l orthing 771170.47, Easting 488502.29) SII, CI 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 88059'47" 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 &2V1011i 155fta VX 011-TOSBOflNE 11 CWi OYi1b5d-01O-0 TU WilsgnMiller° New Directions In Planning, Design & Engineering OR; 4089 PG; 3793 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. fl�13'10JS 156e8I Vx 011-ToS me CM3 IX1313S0L010.-0 12 NET ACREAGE PARCEL B: 103.27 - PARCEL B1: 2.70 PARCEL 82: 3.03 PARCEL B3:0.66 PARCEL 134:0.85 PARCEL 135: 0.32 PARCEL B6:0.47 PARCEL 137:0.08 PARCEL BB: 0.003 PARCEL B9: 5.40 PARCEL B10: 11.98 PARCEL B11: 0.09 PARCEL B12: 0.09 PARCEL B13:1.96 NET ACREAGE: 75.64 0 WilsonMiller" OR: 4089 PG; 3794 New Directions In Planning, Design & Englneenng SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (WILSONMILLER DRAWING NUMBER 21-1-99 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON I THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/2 2. NEGATIVE SCALE: 1:36000 / 3. PIXEL DIAMETER: 2.5' / { 4. TARGETSCALE:1"=500' / 5. SCALE NOT TO EXCEED 6. THIS IMAGERY HAS NOBEE) TECHNICAL STANDAR SO 7. VERTICAL ELEVATION HA, C EFFORT HAS BEEN MA —1 8. IN AREAS WHERE TALLST' EXPOSURES WERE MO�11.r 9. THIS PROD IS SIMILAh')t PROVIDED N A IGITAL FOE f'l IONS FROM AERIAL PHOTOGRAPHS HAVING TO MEET MINIMUM I�MFZL YiIEMENT. EVERY S-EIFFECT�FOR okiT{, CALCFEA FEATURES. RES OR TREED EAtL TCOi OTRUCT FEATURES, IN AN EFFORT- MINIMI� Tt HE EFFECT. CURACY TO RE&IFIE{R., LARGEMENTS, EXCEPT DATE 8.08-05 :RED ENGINEERS AND LAND SURVEYORS. NATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL (OF SUBJECT LANDS. TION # LB -43 en.,aaos. tss ver on. Toseoa"c 1sa-a Qua 13 =z --o l ,_ I aisOtii mer OR: 4089 PG; 3795 New Directions In Planning, Design & fngineenng 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°28134" East, 2199.96 feet; Thence leaving said line North 71°36'54"_East-94:45`et to the POINT OF BEGINNING; (Point Number 2502, Northing 763874.12,,Ea Thence leaving said line in strq! 14,1 1, segments throug he Pglowing vertices, (Points 2503 through 2524 & 2594 through/282,9& 2850-throuah 3333inusivel Point Number 2503, Northi 76 9y5 1 5r� stin 83 4 1 Point Number 2504, Northi g 7 4 06.' , Ea`ptiti X37" Point Number 2505, Northi q'"j 4�6�f1, Lqs)f� X374.5 f Point Number 2506, Northin -7 406182;'E9-asting'483748. 8' Point Number 2507, Northing;7,6 087.38, East 483788.85 Point Number 2508, Northing\7641�5.62, Easting 466615 Point Number 2509, Northing 7169`49, Casting 483796.. 3� Point Number 2510, Northing 76426A,94 -Easting 4838f7 4 Point Number 2511, Northing 764212,5' � g 38 ;Or22 Point Number 2512, Northing 764235.37, Eastin 83863.28 Point Number 2513, Northing 764253.13, Casting 483906.09 Point Number 2514, Northing 764284.37, Casting 483924.66 Point Number 2515, Northing 764516.49, Casting 483844.06 Point Number 2516, Northing 764763.07, Casting 483924.57 Point Number 2517, Northing 764791.72, Casting 483933.92 Point Number 2518, Northing 764791.75, Casting 483933.93 Point Number 2519, Northing 764842.68, Casting 483949.31 Point Number 2520, Northing 764884.75, Casting 483960.63 Point Number 2521, Northing 764917.94, Casting 483973.56 Point Number 2522, Northing 764920.14, Casting 483974.15 Point Number 2523, Northing 764951.06, Casting 483982.47 Point Number 2524, Northing 765013.01, Casting 484000.94 HEREINAFTER REFERRED TO Point Number 2594, Northing 765051.32, Casting 484012.37 AS POINT "A" Point Number 2595, Northing 765126.04, Casting 484034.19 Point Number 2596, Northing 765128.93, Casting 484035.04 Orllces stratep/cally located to serve our cllants 800.649.4336 Naples7COrparate Office 3207 Balley Lane, Suite 207 • Naples, Ftouda 34105 • 239.649.4040 • Fax239643.5716 erzr.«s 1s vx. un rosso"rve Wllsonmlller cam mau-sa.ao--o WlhonM111e61RC. — FL L10.1 LC -C000110 O LPO wiwispnMiner° OR: 4089 PG: 3796 New Directions In Planning, Design 8 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 765783.1 Bastin,g 225.88 Point Number 2612, Northing 7658 11 i6 69 Point Number 2613, Northing 76 asting Point Number 2614, Northing .43, Easting 48430 B Point Number 2615, Northin 65 0, stin 484334. Point Number 2616, Northin 797 . a ti g 4 56.06 Point Number 2617, North' g 7 9 ti Point Number 2618, North; g 7 6 19. 5, E st Point Number 2619, North' 6 51 S n 8439 . Point Number 2620, North' .0 , asti 44 Point Number 2621, North;105.17, Easting 4 0093 Point Number 2622, Northin 21.93, Easting 4 Point Number 2623, Northing .93, Easting 48440 Point Number 2624, 76 no 46 Point Number 2625, Northing asti 7661 13gg 4.2$ Point Number 2626, Northing 766180.1 i 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 BT.vN(6155BW Ver. elLTpSBORNE Cwt 2 N91RSMgo--0 WilsonMillero OR: 4089 PG' 3797 New Directions In Planning, Design & Eaglneenng 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 766345.9 5343.37 Point Number 2658, Northing 766 i3 2 Point Number 2659, Northing 76 asting 4 Point Number 2660, Northing 7 .25, Easting 48538 . Point Number 2661, Northin 668:57,, stin 48 09.5 Point Number 2662, Northin 76 33 . a g 4 5 29.91 Point Number 2663, Northi g 7 s ki Point Number 2664, North; g 7 6 33. 0, E stirr Point Number 2665, Northi 1 s 'fi 550 .9 Point Number 2666, North! .75, sti 52 . Point Number 2667, Northin . 331.20, Easting 4 540. 9 Point Number 2668, Northing33.00, Easting 487 6 Point Number 2669, Northing 3 62, Easting 48561. Point Number 2670, Northing 76 astin 4 $ Point Number 2671, Northing 7663 „€ ting $ 6 Point Number 2672, Northing 766341.54, stin 8695.64 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 6RYlIXS iY Va GII-TOS NE M,z.�e-o 3 C NO WilsonMillere OR: 4089 PG, 3798 NewOiiectians 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 99.36 Point Number 2704, Northing 7662 6 Point Number 2705, Northing 76 , asting 4 Point Number 2706, Northing .12, Easting 48645Point Number 2707, N . orth 30.9 Point Number 2708, Northin 7619% a t' g 4 6 07.01 Point Number 2709, Northi g 7 i Point Number 2710, No rthi g 7 6 57. 9, Est s Point Number 2711, Northi • n 6632 .1 Point Number 2712, Northi 6 .88, sting 629 . Point Number 2713, Northin �7di 111.48, Easting 4 68 9 Point Number 2714,Northing 00.06, Easting 48 Point Number 2715, Northing 67, Easting 48620 Point Number 2716, Northing 76 stin 86q Point Number 2717, Northing 7660 5t1 1 5 Point Number 2718, Northing 766070.74, sling #8 181.79 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 ear 15e Vo, 01,-rosao 0]JI2SWMo-a 4 M WilsonMiller OR; 4089 PG; 3799 New Direction In Planning, Design a 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,- i�r}}g 486213.29 Point Number 2750, Northing 76521 :8�5 ing 466 -47 25 Point Number 2751, Northing 769 7, Ota;"fasting 4$6 �2:8� Point Number 2752, Northing 76512.64, Easting 486197:5 Point Number 2753, Northing(76:119:07; Eistin_g-46'6197. Point Number 2754, Northing 76 09`$,:1 t a tinlg 4 6 96,26 Point Number 2755, North' g 7ti 0 . �s� in 8 11 4`g Point Number 2756, Northi I 7, 5 61. 11, EostiO 6§ Point Number 2757, Northi�IiIq75Qr9¢,jsjin8620.50 Point Number 2758, Northiri.7�502k `EAsting 620'61,-MJcw' Point Number 2759, Northin§-.76 019.91, Easting 4 0 .07A3// -) Point Number 2760, Northing\¢ 95.12, fasting 48b� Q7jt}5. Point Number 2761, Northing 7643 90, Easting 486205:,Q6� Point Number 2762, Northing 76`4438;.Easting 486�1QQ�45 Point Number 2763, Northing 7649&L4,'jFgsti g48A2j'0''87 Point Number 2764, Northing 764917.36; Easting-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, 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 8"lYI1Y 165803 VN. Oil. ToSBOPi£ o0;,,-6o.o8P-o CM) WilsonMiller 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,.. Easting-486_811.89 Point Number 2796, Northing 764899:g2�tir�t4$5�i8 �2 Point Number 2797, Northing 7640 9 'Easting 4868' 1 0 Point Number 2798, Northing 764'6 6.39, Easting 48684:�6" Point Number 2799, Northin j 76182.47,-Easting 48¢889.17 Point Number 2800, Northing 7892:47, a g 4$6 16.68 Point Number 2801, Northing 7i 48�' 54,- stin �.6 Point Number 2802, NorthiA 7 4 757,/�� E:s�n 8696\5.9 Point Number 2803, Northing.7 V55,� 9,�E s�ln� 8696 .0 F Point Number 2804, Northi� 846.61; Fastin 4„698 B6 Point Number 2805, Northin -.704855.79, Easting 4 897189 .j Point Number 2806, Northing 4, 6 80.68, Easting 4869 91 c / Point Number 2807, Northing 7011 X08, Easting 48700 : Point Number 2808, Northing 76�0 D7,E asting 4$7011/ Point Number 2809, Northing 764909 0 ! atig$12:71 Point Number 2810, Northing 764900.05`, �asting-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 vsuews 155ee3 vx. oii-roseonxE M12 �a-o �.p I 11 WilspnMinee OR: 4089 PG; 3801 New Directions In Planning, Design 8 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 764831.92E iqg-487522.14 Point Number 2870, Northing 764794" 6, ie, 4��}�,787 Point Number 2871, Northing 7647,66-63; Easting 48i54?7 Point Number 2872, Northing 7647 5.31, Easting 4875419 Point Number 2873, Northin i764,f39-.-31, Easting_ 7.545.1 Point Number 2874, Northin 76473' 50;,Easti g 447t'38.75 Point Number 2875, Northiqq'g 76472 4;- �- ti4879 8 Point Number 2876, Northi�ig 7 4 17`. 7,I'East n'0%4B7, k4h7ud2 Point Number 2877, Northi 7'i4 23' 3 9,ng%874911,9�'ti�,.rPoint Number 2878, Northin -7 4736.88; asti�ig 74gZtPoint Number 2879, Northin • X74741.93, Easting 747269 Point Number 2880, Northing .7647,43.81, Easting 4$7!, P53.1, Point Number 2881, NorthingX6(1738 19, Easting 48743$:¢ Point Number 2882, Northing 764 2"06,.EaEtin9 48743 9 Point Number 2883, Northing 7647 5.5�,P Sti g&47.434.94 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 8LY1WS 1659C] VI. OR-TOSBORNE W,] oaau.so,.ao.o Wils6nMiller, OR: 4009 PG' 3002 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 764364.2 421.81 Point Number 2916, Northing 7643 . 9 Point Number 2917, Northing 7 Easting 4 Point Number 2918, Northing i§A 69, Easting 48734 Point Number 2919, Northin 7 6 0 ti 4 315. Point Number 2920, North' r 41 17 Ea i g 4 92.19 Point Number 2921, North' 7 1 i Point Number 2922, North' 4 7 . 3 E st 1. 9 9 Point Number 2923, Northi 4 5 E s 872 Point Number 2924, North! .2 , sting 72 Point Number 2925, Northin ri 141.62, Easting 4 1923 J Point Number 2926, Northin 18.25, Easting 48 Point Number 2927, Northing b 49, Easting 48716 t Point Number 2928, Northing 76 as in Point Number 2929, Northing 7640sti6 Point Number 2930, Northing 764021.07, in 079.00 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 B/tY1WS 165663 ver. 011.105eOFNE 033 03313-501-C16-0 Wiisa7mine, OR,- 4089 PG; 3803 NowDirec(ions 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; E sting 486,206.85 Point Number 2962, Northing 763824. liti-A (�86_ 9,80 Point Number 2963, Northing 767�9,y "Fasting 4864 Point Number 2964, Northing 768771.35, Easting 48610"9 Point Number 2965, Northinq/76:�7 2.74; Easting 4 082.6 Point Number 2966, Northing 7637N: F4, a ti g 416 60.47 Point Number 2967, Northing 763F639fl'E 16stirei 48�t4 2/ Point Number 2968, Northi�g 7' 3 stiPoint Number 2969, Northih 33, E sing 860 d1 Point Number 2970, Northiri_ 3Bi78 -E ti Point Number 2971, Northin����C�7. 581.91, Easting 4– -76 46// Point Number 2972, Northing\763 64.70, Easting 480Q6.0 , Point Number 2973, Northing ��$5�85, Fasting 48604 t1 Point Number 2974, Northing 76366 ;49, Eastinn 48607 26 Point Number 2975, Northing 7635�8&0tl -_ ti�g� 859, 7. 3 Point Number 2976, Northing 763613.98; gastieg 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 elli'FVi155863 Ve..01140SBORnE au5z-saga-o 9 -' CA(> wiisonmiiier- OR: 4069 PG: 3604 New Oimclions In Planning, Design 6 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 764151.4 i 273.28 Point Number 3008, Northing 7641 . 41 Point Number 3009, Northing 76 , asking Point Number 3010, Northing bt2 .64, Easting 48621 Point Number 3011, Northin 64 "2—. E@_stini 217. Point Number 3012, Northin 72 a g 486 46.22 Point Number 3013, Northi g 7 2 - i Point Number 3014, Northi g 7 4 89. 3, E s Point Number 3015, Northi 4 73 4, E s n 8636 .3 Point Number 3016, Northi .7 sti 63 Point Number 3017, Northin , 243.72, Easting 4 3319 Point Number 3018, Northing 28.96, Easting 4 6.5 Point Number 3019, Northing f.91, Easting 48649 . -d Point Number 3020, Northing 76 a asting 4 Point Number 3021, Northing 7641 1 g 7 Point Number 3022, Northing 764087.4 , ti ri§ 486ti12.79 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 a'ereoos,uxa va,: au-�osewnE wu oai,asa wo--o �e 10 Wilsonmiver- OR: 4089 PG: 8805 New Dlieafians 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 764647.1 -48 457.80 Point Number 3054, Northing 7646 . 5- i ��A 9 Point Number 3055, Northing 764 asting 4 Point Number 3056, Northing 7rj .78, Easting 48633 . Point Number 3057, Northin 64 st�ing 486342.1 Point Number 3058, Northin 7649. a ti gg 6 27.40 Point Number 3059, Northi g 7 in Point Number 3060, Northi g 7 4 31. 2, E stt Point Number 3061, Northi 4 17 s 627 .0 Point Number 3062, Northi 6 , sti 62 n Point Number 3063, Northin 76 370.42, Easting 421.62 Point Number 3064, Northing 56.88, Easting 4 7 0 Point Number 3065, Northing 43 35, Easting 48617 . 7� Point Number 3066, Northing 76 asting 4 Point Number 3067, Northing 7644 i g X11; 0 Point Number 3068, Northing 764426.0 , n� 72.16 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 b1YNf-155M Va: 011-T0590NIE oulzso�wa. o 11 CAn wi1sominer- OR: 4089 PG: 3806 Now 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 t 48 930.56 Point Number 3100, Northing 7635 0ti 17 Point Number 3101, Northing 76�?- asting 5 Point Number 3102, Northing 76350.54, Easting 48592 Point Number 3103, Northin 63 X5:09, stin 48 921. Point Number 3104, Northin 7 53 a g 5 21.54 Point Number 3105, Northi g 7 1 ti Point Number 3106, Northi g 7 93. 3, E std 5 Point Number 3107, Northi 7 3 75 9, E s 8590 .4 Point Number 3108, Northi .3 ti 58 Point Number 3109, Northin 66.25, Easting 4 85 9 Point Number 3110, Northing 59.00, Easting 4 .3 .Q Point Number 3111, Northing .68, EEaagstipng 4858Point Number 3112, Northing 76 ..� Point Number 3114, Northing 763346.6Point Number 3113, Northing 7633 6 Ea t nh§ 448 11.03 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 b2Y10D5-IMM Vc 011-70300NNE VMi O.D12SO4016D 12 Isgwmer OR, 4089 PG; 3807 New Dlreadons In Planning, Design & fngineenng 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 762607.6 -48 11.03 Point Number 3146, Northing 7625 . 5 Point Number 3147, Northing76 asting 4 Point Number 3148, Northing 7 5 .50, Easting 48583. 4 Point Number 3149, Northing 62 0 06 E@stin 48 836.4 Point Number 3150, Northin 76 48-. ai g 4 5 38.19 Point Number 3151, Northi 7 shin Point Number 3152, Northi g 7 2 59. , E sti Point Number 3153, North 2_ 3 s n 586 .7 Point Number 3154, Northi .82, st, 8 . Point Number 3155, North 436.38, Easting 4 91. 5 Point Number 3156, Northing .69, Easting 48 Q7 6 0 Point Number 3157, Northing 57, Easting 48592 . Point Number 3158, Northing 76astin 4 9 Point Number 3159, Northing 7624 3 tlzg oo Point Number 3160, Northing 762438.0 sting' -4 85.50 Point Number 3161, Northing 762411.56, Easting 485975.57 Point Number 3162, Northing 762395.00, Easting 485965.63 Point Number 3163, Northing 762376.8 1, 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 ersarzac.,ssee3 ��:e,�.,osao� mai¢.sao10-e 13 WISOflMMIer OR: 4009 PG: 3808 New Directions In Planning, Design 6 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 762323.4.4, A t 041.16 Point Number 3192, Northing 762 2 Point Number 3193, Northing 76 fisting Point Number 3194, Northing 7 .19, Easting 48606 Point Number 3195, Northin 6 stin 48 095. Point Number 3196, Northin 76 48-. a g 6 28.04 Point Number 3197, North! g 7 ti Point Number 3198, Northi g 7 2 36: 4, E st Point Number 3199, Northi 51 E s n 8619 .8 Point Number 3200, North! 1 stin 62 Point Number 3201, Northin 611.25, Easting 4 33 10 Point Number 3202, Northing 38.38, Easting 4 .1 0 Point Number 3203, Northing .44, Easting 4862 Point Number 3204, Northing 76 asting 4,86 Point Number 3205, Northing 7626 4 8-10 9 Point Number 3206, Northing 762701.8 6312.81 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 errsrzoos 1ss yr ou. rG�W 14 03313SDV-0(p10 WilsonMiner- OR: 4089 PG; 3809 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 .34 Point Number 3238, Northing 7622:O�OEtig �8Jfi9:72 Point Number 3239, Northing 7627¢ ,.81;"Easting 486 ?8�1 Point Number 3240, Northing 76;aA 4.82, Easting 486770 2\ Point Number 3241, Northingi76�434:fi2,Easting _486745.6 ast Point Number 3242, Northing 76,Nl�:041�€.99 f& 29.22 � Point Number 3243, Northigg 7 386 8 ; - E .t, -- 6 08 3�7 Point Number 3244, Northi g 7 263. �2, E std �6 4 Point Number 3245, North' 7 X360 S$, sting8668 4� E, Point Number 3246, Northi _� 2350.74-E-asti6q 4 667t4l Point Number 3247, Northin 7,6 330.89, Easting 4 1i�51 �93 Point Number 3248, Northing 7gP, 10 22, Easting 486B�Cs!5 .0 Point Number 3249, Northing i�32 1. 25 Easting 486599; Point Number 3250, Northing 762� 6 ,Easting 4865 Point Number 3251, Northing 762185 S�jF�asti�g4�b�49i'47 Point Number 3252, Northing 762180.05,-Easting 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?39065-VSW3 V�.411.T0.5BORNE msizswao.-o 15 0 WZWnMiller OR: 4089 PG. 3010 NewDiWOOns In Planning, Design & Engineenng 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. Eas ' 846.41 Point Number 3284, Northing 7621 8%ti &68 6 Point Number 3285, Northing 76 asting Point Number 3286, Northing 1;V .87, Easting 48574 Point Number 3287, Northin 6 .5 stin 4 723. Point Number 3288, Northin 7 1 a t' g 88.91 Point Number 3289, North! g 7 ti Point Number 3290, Northi g 7 2 0. 2 E s Point Number 3291, Northi 2 9 1,E s 8573. Point Number 3292, North! .9 , sti 57 Point Number 3293, Northin 090.06, Easting 4 .96 13 I�j Point Number 3294, Northin 63.31, Easting 4 1 .7 O Point Number 3295, Northing 0 .18, Easting 4858 .1( Point Number 3296, Northing 76 asting 4 Point Number 3297, Northing 7619 3 i g 9 Point Number 3298, Northing 761995.0 St 5$69.22 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 ezvmc. +SSM �' o„,-roseorwE 16 u.. ms+x�a-o v WiIsonMiller° Oil: 4099 PG: 3611 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 760281.0 stin -482�843.54 Point Number 3330, Northing 76029A1-.QQ0S tiri- QUM57 Thence North 69°05'29" West etto a point on the a ine of the aforementioned Section 33 (Point Number 33 1, f� in 0302.50 East1 4 808.48) Thence along said west lin No " ' t e to ( oint Number 3335, Northing 760952.05, Easting 48280 09 Thence leaving said west It s ra ht -'n e is t following vertices (Points 3336 through 3546 & 25021 jve) , , j Point Number 3336, Northing9 14, Easting 4828 Point Number 3337, Northing 76 6, asting 428 Point Number 3338, North in 7609 1? i��$�g 7 Point Number 3339, Northing 760918.7 , 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 e/I!/Nc6 IMM Vor 011 TOSBOPNE =12S0L -0 17 CAC) wns0 miner' OR: 4089 PG: 3812 New Diawflons In Planning. Design & Englneedng 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 76169tiE 48 86.07 Point Number 3371, Northing 7617 Oj 9 Point Number 3372, Northing 76 asting 4 Point Number 3373, Northing 7 .10, Easting 48349. T Point Number 3374, Northing 61 stin 4 544.5 Point Number 3375, Northin 76 81 a ti g 3 84.13 Point Number 3376, North i 7 in Point Number 3377, North! g 7 1 8. 0, St Point Number 3378, Northi 1 7 s n 370 .0 („ Point Number 3379, Northin 1 .17, s 37 y Point Number 3380, Northin 948.69, Easting 4X1 94. 8 Point Number 3381, Northing 9.16, Easting 4F, -7 9 r0 Point Number 3382, Northing 49, Easting 48385. Point Number 3383, Northing 76 r, astin 4 3_ Point Number 3384, Northing7620 „€ tintpg� 8 Point Number 3385, Northing 762027.91, n 07.68 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 M3'6Kr ISSBOJ Vn.011 TOSBORNE 1 ontztoao,o--o HIM Miller New Oliections 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 40.12 Point Number 3417, Northing 7626 9l 0 Point Number 3418, Northing 76 , asting 4 Point Number 3419, Northing -gZ .56, Easting 48546 . Point Number 3420, Northin 6 stin 4 437. Point Number 3421, Northin 7 79 . a ti g 31.22 Point Number 3422, North! g 7.7 1 Point Number 3423, Northi g 7 2 64. 1, E s�t( Point Number 3424, Northi 8 s In 854 Point Number 3425, Northin 1 sti 54 Point Number 3426, Northin 933.94, Easting 491 35 Point Number 3427, Northing 34.83, Easting 48 Point Number 3428, Northing f9 94, Easting 48552 : - Point Number 3429, Northing 76 astin Point Number 3430, Northing 7629 ti g 5 Point Number 3431, Northing 762906. sung 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 H eirmw issaW ve: an-roseoWne 19 uw oui2- wa -o CA wy9ommer. OR: 4089 PG: 3814 New 01recfions 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,E� i g- 85079.59 Point Number 3463, Northing 762930:9�3� aSii�g_413b�:5 Point Number 3464, Northing 7r6 i-.7�' Fasting 4850 4 Point Number 3465, Northing 7�g9g6'57, Easting 4850 ;t 2 Point Number 3466, Northing/` 6 99.3:32;-Easting 4p065. Point Number 3467, Northing 76,803i.28;=€astieg 4-8589.17 Point Number 3468, Northi g 76'3015:14;- as in - 85 , 96 9 Point Number 3469,Northi�g7.321 0,E)s `616,$$ Point Number 3470, Northi 3 \4 s in 8510$.95 7 Point Number 3471, Northing-7�3't54.87, Eastinp` 509692 Point Number 3472, Northin76 153.97, Fasting 4856 93 Point Number 3473, Northing81\64.76, Easting 4849$718 0/ Point Number 3474, Northing q�166 91, Easting 48497 ,6 1 Point Number 3475, Northing 763,* 4 Eastinq. 484.3 8 Point Number 3476, Northing 7631 3Z„��9ti�g_849 3:21 Point Number 3477, Northing 763188.98;-Easting-484928.88 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 Paint 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 MrYEOJ5. iMM Va.Oil 'TOSSp E 20 _0.V 12504016.0 C � G wit somiaer" 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, 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 764039.9 460.50 Point Number 3509, Northing 764 . Ott 9 Point Number 3510, Northing 76 asting 4 Point Number 3511, Northing 764 .00, Easting 48444 . Point Number 3512, Northin 64 5,6-.87—, stin 4 47.6 Point Number 3513, Northin 76 06'P a ti g4 44.89 Point Number 3514, North! g7 0 Point Number 3515, Northi g7 4 69. 5,E st Point Number 3516, Northiq 70 8439 .2 Point Number 3517, North:! 8 .81, sti 43 Point Number 3518, Northin X76 059.25, Easting 4 38 7 Point Number 3519, Northing .51, Easting 4 7 7 a Point Number 3520, Northing 4b 76, Easting 48430 Point Number 3521, Northing 76 astin 4 Point Number 3522, Northing 7640,E g 41 Point Number 3523, Northing 764042.19, ing 4 228.34 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 Yt¢b 15560 Ve 011- 7p59 E =12504 0 21 WiIsonMillere . 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, Easting 483725.35 Point Number 3546, Northing 763878.76, Easting 483715.43 Point Number 2502, Northing 763874.12, Easting 483696.56 (POINT OF BEGINNING) B�>'MA11155M Ver, 011-T0560ME M1 W]RSO4016-0 E Containing 226.74 acres more or less. �,�HE CIRC 22 I- wiisominer- OR; 4089 PG; 3817 New Directions In Planning, Oesign & 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 89015'32" 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,.Easting48-7193.13 Point Number 2826, Northing 7650§3:(41,1 J_46g X48,?17.,75 Point Number 2827, Northing 765(8 �°gg;-Eesting 4872NA,1 , Point Number 2828, Northing *�J3.67, Easting 487235 76 Point Number 2829, Northing, 4872497 9_ Point Number 2830, Northing] 768172.23,EasJing-y 64.89 Point Number 2831, Northig 7 5.199 8-r�01 tit q_,1882� Point Number 2832, NorthiIg 7 5214. 8, E sing 1 1, Point Number 2833, Northi�h 7 5 56, 1,tE s n' F8732 .54 Point Number 2834, Northir�p'_7.�543818)i; 'Eastifig-8733 16 Point Number 2835, Northings¢ 210.56, Easting 4' ,343y$8 j Point Number 2836, North!4g ,8494.10, Easting 483511.0 Point Number 2837, Northing 7881 25, Easting 487362:' t Point Number 2838, Northing 76515,,Easting 4873 6;9 J. Point Number 2839, Northing 76512 `9(J, Fastiyy-��g 07��&.35 Point Number 2840, Northing 765089.38; E2stii11 9 02.31 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 89000'45" West. Yl](2%615vP9] Vpr 011-10�E L oa3u�-o 23 P0' wusonMinere 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, 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 R 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�. 1 ktitgP48A 90 09 Point Number 2529, Northing 76,448 8°I'; Easting�83 (J4 Point Number 2530, Northing 764-,.,4 ¢¢.45, Easting 48433 t� Point Number 2531, Northing/764g4&06,-Easting 484374.0 \ Point Number 2532, Northing 76,4941k06,2East'ng 484405.56 Point Number 2533, Northing 7 498221`. 1,asti 48�40t5 r Point Number 2534, Northi'Ig 74 1, E�sfin dust 6.$Y, Point Number 2535, Northirt 7 4 06, 6,�Eostlnp 8449'4.78 Point Number 2536, Northiri 7 4881:56 Ewing 84501 78 Point Number 2537, Northing 827.38, Easting 48512 28 Point Number 2538, Northing 76 X88.88, Easting 4545122 t� Point Number 2539,1 75Q38, Easting 4845t*61) Point Number 2540, Northing 764725�8,Easting 484522i�$/ Point Number 2541, Northing 7647)6"i3;a��yy�sfi 8,4 4 59:53 Point Number 2542, Northing 764699.63; Easii484592.75 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 reoos,ssea3 vec ou-aosegae 24 �T-soro,a�o v W"AIspnMlller 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, 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 _Easting-484779.97 Point Number 2574, Northing 765315: O' edstiAgl4b,#'�3 72 Point Number 2575, Northing 76�$,;'Easting'48425)7 Point Number 2576, Northing 7653�Di"5D, Easting 48468 \50 Point Number 2577, Northing//'65,�T..50 Easting 484650.5 Point Number 2578, Northing 76525965fl, �ast�ng 44'13.75 Point Number 2579, Northiri`g 7 75,28- Point Number 2580, Northing 7X200. b,!' s i� AA4, 4�2� Point Number 2581, North! g 7 5X75 50, r sin i�845A.5(i Point Number 2582, North! �r .7 a t, T-j0(�;ing-�k845278 Point Number 2583, Northing -133.50, Easting 441501 8 Point Number 2584, Northing�;7F X�3525Easting 48 4 4� Point Number 2585, Northing 613 :25: Easting 4844�4.,��- Point Number 2586, Northing 7651iV QO„Easting 48440 `0§ Point Number 2587, Northing 7651b75sti g- $4 '/ 91 Point Number 2588, Northing 765080T-,'Tasiirtg_361.34 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 89000'45" East _ 15.'AMi Va U11-70SBO W]1DSOF010.-0 25 CPQ wusbnMiner 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" (W ILSONMILLER 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 89000'45"EAST. STATEMENT OF DEFINITION, ACCURACY ANp, C�Cpf, ,DINATE BASIS 1. DEFINITION: �y ��3=�- �.U11v A A. THE EXTERIOR BOUNDS OF S 3 =7 ARE BASED ON TE WRDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REFERENGE WILSONMILLER DRAWING NUMBER 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASE 0 IN,TtETt IA PHOTOGRAPHS HAVING THE FOLLOWING PARAMETIER 1. DATE OF PHOTOGRAPrMY: /23J03 2. NEGATIVE SCALE: 1:36Q�0 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED\1"�SA '� J (0 6. THIS IMAGERY HAS NOT 61 NA RTHO CORRECTED IN O ER TO MEET MINIMUM TECHNICAL STANDARDS OR L_MAP A0 Ut0 STANDARDS. 7. VERTICAL ELEVATION CHANGES WILL LAU8 RIZ NTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MINIMIZEHIS` EFFECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSUP^WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT. 9, THIS DU T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT �tL DIGITAL FORMAT. REF 2H-99 BRYtWS 1fbE08 Vx. OR TOSS ME 4ULi 1 0.V 1R-SOFW60 r DATE 8-08-05 5627 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB43 W, WilsonMiller New Directions In Planning, Design & Engineering DESCRIPTION OF PART OF SECTION 33, TOWNSHIP 46 SOUTH, RANGE 28 EAST COLLIER COUNTY, FLORIDA OR: 4089 PG: 3821 (SSA 7 — PARCEL E — LARGE MAMMAL CORRIDOR) (EXHIBIT E) PARCEL E1 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_ qu)h 00°27'07" East, 220.66 feet, to the POINT OF BEGINNING (Point Number 4501,'.Nort�ii,g _t%5f 8� 9� sting 488076.78); Thence continue along said east line South 00°27'07" Eat �4. 7 feet to (Point Number 4502, Northing 765584.13, Easting, 88¢77.37)Z__ Thence leaving said east liq'e in:t i�ht lire s } rlVl thrputlfi, the'following vertices, (Points 4503 through 4513 & 4501 Incl site) i 1 \jj j �_ �\ �8e)l ,J u� ) Point Number 4503, Northi 7 5585.18;`E sting _8065:1 k Point Number 4504, Northin 7,6 583.08, Easting 4 1,605 86 - i Point Number 4505, Northing 7,P5�. 92.56, Easting 40W, Point Number 4506, Northing 76607 89, Easting 487666114,,2.1' 87656: j4, ; Point Number 4507, Northing 76$62J1.2�EOstin 4876Tgt& Point Number 4508, Northing 76563'2>71, At ting X48-610:64 Point Number 4509, Northing 765642.10; Easting-481741.98 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 806.649.4336 NaP10SNOrpera1e 00Ice 32008aileylane, Suite 200 • Naples, Flodda34105 • 239.649.4640 • Fax239.643.5716 1,6„L vk 41L TDSBORNE w/lsonml/larcom =12-s04o1n-o 1 04150nMff?100. —Ft LIC./LC-C000170 u. WijWnMiller OR: 4089 PG: 3822 New Directions In Planning, Design 8 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)in through 4539 & 4515 inclusive) z t i following vertices (Points 4516 Point Number 4516, Northing 655"1 .81 Easting 487540.7 Point Number 4517, Northing76540%4-,,-Easti g 487 60.03 Point Number 4518, Northing 7852 Qi East' - 87 K Point Number 4519, Northing 7 5114. 2, Asti 97 9 .1.3' Point Number 4520, Northi 9-7, §0?6,§i7, aStih 48758 .81 Point Number 4521, Northin'g,`34?380.22,'E5stirij 47589: L Point Number 4522, Northing 764911.00, Easting 487862. 7 Point Number 4523, Northing\ tj4b§3.17, Easting 48*P 2 91,0 Point Number 4524, Northing � 4879.,69, Easting 48753 . Point Number 4525, Northing 764886645 -Fasting 487-5 0 Point Number 4526, Northing 76490g'. 4 ting A 5 8:66 Point Number 4527, Northing 764947.94, Fading- 48x92.13 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 flRYeNi 155881 Vv 011-TQSBIXLJE Mi ovz.�o-.o J misonMiner OR: 4089 PG; 3823 New Directions In Planning, Design 8 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 00027'07" East 3323.71 feet to (Point Number 4540, Northing 762555.75, Easting 488101.26); Thence continue along the east line fjdi&,Sectil Number 4541, Northing 762085,2' fisting 4881 Thence leaving said line in through 4672 & 4540 inclw Point Number 4542, Northi' g 7 2 � 821�4,'E�stin �t ab1 6.V' Point Number 4543, Northi�g.� 8�,s$,�€sten 8804 3 Point Number 4544, Northin -782087.76; Easting 801` 6- 1, Point Number 4545, Northing -,7.%086.07, Easting 4,4978109Point Number 4546, Northing\7T58.16, Easting 487J(i4.Point Number 4547, Northing 6282 Easting 487866 Point Number 4548, Northing 76 �7� -�q Easting_487$52 3;9 Point Number 4549, Northing 762067 77, jgslirrgl4$�781J 74 Point Number 4550, Northing 762066.81; €as-tingA87787.03 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 fl�2i20O5, fl8 V1. On-TOWORNE =125 -0 East 470.48 feet to (Point vertices (Points 4542 Wilsonmller' 0R` 4089 PG: 3824 NOWDiieetions in Manning, Design d 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 762561.4 8fi 11.61 Point Number 4582, Northing 7625 7 Point Number 4583, Northing 7 Easting 4 Point Number 4584, Northing 6 .21, Easting 48683 . Point Number 4585, Northin 76 i 4 809. Point Number 4586, Northi 7 4 a i g4 6 91.33 Point Number 4587, North! -7 i Point Number 4588, Northi g 2 69. 9 E s Point Number 4589, Northi 9 s 867 2 Point Number 4590, North! 25 asting 67 Point Number 4591, Northin 514.93, Easting 4 839 Point Number 4592, Northin 70.00, Easting 4 0 Point Number 4593, Northing 12, Easting 48676 Point Number 4594, Northing 76 as in 6 6 Point Number 4595, Northing 7626 Ptj�7 .93 Point Number 4596, Northing 762717.38, xjg 48 755.10 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 Bt32K6 155 W Vr. OM. T059 G A 03312-eO -0 Wils¢nmiller. OR: 4009 PG; 3825 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, t 94.69 Point Number 4628, Northing 7629 5� 9 Point Number 4629, Northing 7 , Easting 4 Point Number 4630, Northing 6 ,14.56, Easting 48704. Point Number 4631, Northin 76?9Z" wasting 4$ 059. Point Number 4632, Northi 7 946: a b g4 73.25 Point Number 4633, North! g 7 1 i 8 Point Number 4634, North! g 2 98. E st Point Number 4635, Northi 3 8710. 9 Point Number 4636, Northi 3 .69, asting 71 A$ Point Number 4637, Northin 043.00, Easting 4 451 1 Point Number 4638, Northin , 52.31, Easting 48 0 Point Number 4639, Northing 31, Easting 48719 / Point Number 4640, Northing 76 St 9 Point Number 4641, Northing 7631 st2£2 .87 Point Number 4642, Northing 763102.70, asting 48 250.77 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 � Sao1.TOs E 5 wai:-swau-o p,0 wilsonmiller' OR; 4089 PG; 3826 Neer 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;-FgV7g-,488.101.26 POINT OF BEGINNING Containing 17.27 acre: Subject to easements Bearings are based or County, Florida being eRYNf/+1( Vx 011-To:AgiNE CNaa aaissaoto--a �F 0 Range 28 East, Collier NET ACREAGE PARCEL E1: 0.66 PARCEL E2: 2.16 PARCEL E3 +17.27 NET ACREAGE: 20.09 WiIs6nMlller OR: 4089 PG: 3827 New Direclims 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 89000'45"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 SCCALLE:1:36000 4123/0)?�,[� c(���7� 3. PIXEL DIAMETER: 4. TARGET SCALE: 1"=500' / 5. SCALE NOT TO EXCEED 1 L� 6. THIS IMAGERY HAS NO BEN ORTHp fCORRRECTD IN 0�2D� TO MEET MINIMUM TECHNICAL STANDAR S 9 -r 'MfCRQQ�CURiOYTANDARDS. 7. VERTICAL ELEVATION H G IL AU E,, Qki 041 DII PLACEMENT. EVERY EFFORT HAS BEEN M�l]� O (u_!,N iI EjT1FIl FEC FOR�CIRIFICAL FEATURES. 8. IN AREAS WHERE TAL T UCTURES OR TRESS LEO.O /STRUCT FEATURES, EXPOSURES WERE MO I KED IN AN EFFORT, _O M NIMMIZE) ��HE EFFECT. 9. THIS PSQ9d0T IS SIMIL*k* ACCURACY TO R 6TIL�IED;ENLARGEMENTS. EXCEPT FYJ NOT SUR' CER REF WYlM 1G Vx011-70M9 E =12401-016-0 \�- 1t1 L # 5627 \; E 8-08-05 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB43 P2 ! OR: #g m: 382 B r :r [] L..—..— (D P. — !, EXHIBIT.& EXHIBIT M \k!§({)\k\\ §k§)`2§`)4 \ ! :§ g e G§o r,. \ cm:eee/222,4 =a�®;�:-t7;\y, 0°�`�° \ `�mr$/`�q \fes f ``)\ E ))� \\ �5� \� �} k}� L..—..— (D P. — !, EXHIBIT.& EXHIBIT M OR; 4089 PG; 3829 0 a�p E o�om tl � HEVNVS'E Itll.'A' _ N ~ N09N'6'E 1599A5' ~� oN� x p F i n t m mo R co s = w CIrk �� rNCCI9.OYC V � _ }$ f£h FEET u w �N 0 �m CIRC . o = m N h P 2 F i Om l�muyln�Cj OI*Im Om a�Onaj Iz`I 4L y a m V nN c a r A N m 2 o ,nxh����AZv�i�;v�'iZo 0 O$ Vi0 D rn�'O-I�Y00� OI�'tI E% we E�p�x oZ Zzo ^I� c. zoo �r y o. r2y �xm 'tiom c noioi�Oac7o@ ozok' N o r- A Z �wc < mfr)`+] x � Oo�ny OC=A LO tim . I OOfn c i. H�^S A�nalni ^I"�,c �pm ^aia O 4y[7 " cwoaa��gmp miy g z.i7� m m2 Vmii mo G) z 2y 2 , n nal°ciC 0 'El zEzil � y,� =cDam 2 z m� A n ya o n V � ;�tl SCD 2 �o gwao T�S yi A oo aEoz o ixero= g 3 o� �C N Hw 1n (0 o EXHIBIT E \ ( _\r OR: #gPG: 3# / /\ 1 \ ( .. §§0 ))\ \ ® Q -a7 §7)( ` d§N; \§ ®(\ ` i! /� z �( _\r OR: #gPG: 3# / /\ 1 \ I OR: #g m: 383 (/m §I ® ■ , &a U� §\ § § ® �� •l�G,�& P \ ;)�,,£G e`=` \ °0, # § §d;m ` :® )@»< ; -§k§)�� ! )) ~ \| ®�` !;q 7� ) �z - 2 ` _mr ■ , &a U� F2 z ,.j �m ulmmA��Fni��mQ am 0 p 1,`j W 0F19 NoARj AQo�nbc�ZpA A2 M�.y.. O r��N �miA A�Ioi1��s2 2�yyT $ o m Y N 2 v 1^ (D o EXHIBIT E OR; 4089 PG; 3832 A n N 4 0 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 conditio' ,t i'aitt_prdvldE�nhanced foraging opportunities for wood storks aJ�.ii �9therlisted wading biros. SSA 7 is located within a few miles of the CSrksorew Swamp Sanwa and the restoration can assist in supportj�g w9od- stork_b�eeding ` uc ess by providing consistent foraging o po, u_nifees Byer rang of se so al weather conditions. b. The resto ati n mprovenie �sa r P reel 2lwill consist of contouring the land to s pp rt,_r(ri�c r% n.. w ding ,{ itti food sources, planting the area with7gp-g ve species in oYiJer r `sfy..re native marshes and wet prairies, ax d � controlling exotkVt� d� 7i isance vegetation. Wetland hydroperiod ` vjfiF t e documented W'3K (Nater -table well data. The list of allowed vegetatio- and standard_erq s ection of contouring are attached as Attachments "15 aTilffectively, which also address the spacing and density issues.` The=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 P10 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 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 an,pepper areas typically comprise more than 75% of the- fokE I nr30y`and exist as monocultures in several areas, limiting 6?age for panther ray ase (deer, hogs) and forage for black bear, faricl4educing the utilizati' n f this potential corridor. These improvements vJtlI also,-benefit}}othe lis @d species such as the Big Cypress fpx quarrel. the ;golog(ibaljim roJ ments to the Large Mammal Corridor es d� ti ' a�h � C ��}( f c6ntrolling exotic vegetation to levels le s ani 5�{o �b r �o r ge„ a d less than 10% nuisance species b, , r`ea-cctverage. r ilian:-p p eu, ithin 100 feet of road and/or agricultur (,;fi�ld/pasture edges lwill lI b llled and removed. Brazilian pepper mc6 hen 100 feet fron rba_ aid/or field edge will be killed in place. Within PaP� I A-1 (depicted i)r Sfc 7 Credit Agreement Exhibit E), the pasture are t it, ' the RgstoraiiQ 'Zone overlay will be reforested to a combination o�sl[6 Ipine palm, and cypress to mimic the presumed pre-settlement-vejetation. 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. OR: 4089 PG: 3835 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 improvpTan to„ the Other Listed Species Restoration Area shall cons�t'­&kk o�nfrolling? - svegetation to levels less than 5% by area coverage,.49 -l"ess than 1`0 hulsance species by area coverage. Controlled buhns'will also be perfo ed\ as described below. Brazilian pepper wit in ;1b,oe_,6i bf-road a d/or gri ultural field/pasture edges will be killed nd 'e_movedtPBrE iliane pe more than 100 feet from a road and/or flied e ' t I`ble'i le i g { p c e restoration improvements shall be compltec whir�two ,(2} trQar olth as oval of SSA 7. k. Controlle%e8 {s will be pe''gprm d tO)'I nimic natural fire regimes, increasinasystem productntlfy ,,,/maintaining a healthy forest understodritr lied � burns will be,�erfPed by a licensed professional at least once e�y e- en (7Z_year .and no more frequently than once every five (5) yea7s 1$F g=ir iOJZ6ui will occur after Brazilian pepper and nuisance species have bbeerr-ctintrolled. 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 *** OR: 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 at{ign-ghallend 10 years after the start date, or at such date as -a v61m t hpj ;entity or established conservation organization rtr ertakes the land mfar agement measures. /i, P. In the ev nt Grantor fails—to,f aintai ��y of the Restoration Areas according the 6;- mane em nt m�asyres set forth herein, County shall have tl]�e. tt� ,?,-d� v�� `�t gf ureiy only after 60 days written notice to brahtdr with la }ig, i to- ur\ �he. County shall only be permitted to use thi Sur�2fy fins for the )rfi; intenance of the Restoration Areas in c rdance with the Ian rrb,���gement measures set forth herein.\� @ ( �� An failure to dl olzli ations or��rr{mitments under this Restoration q• Y � 9___� '_ Program shall be fi�t�ea h wardship Easement Agreement. 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. rc u Retn: 3887714 OR 4089 FGd 3837 BBC FBM 1157,50 000DLBTTB COLMAR IT AL RBCORDBD in the OFFICIAL,RBCORDS of COLLIER COOK", FL DOC -170 .70 4001 TANIANI TR 11300 08/16/2006 at 11:31AN DRIGRT B. BROCK, CURL NAPLES FL 34103 This instrument prepared by: FDACS CONTRACT # Richard D. Yovanovich, Esquire O I ICO Goodlette, Coleman & Johnson, P.A. v w 4001 North Tamiami Trail Suite 300 Naples, Florida 34103 STEWARDSHIP EASEMENT AGREEMENT Tract: LTR SSA 7 N� I a3 THIS STEWARDSHIP EASEMENT is granted this 2016 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 Collier County, Florida, anecifical and incorporated herein b rtif nce (hereinafter B. Grantor nd Cc fie oun e e Credit Agreement ("S A d Property "LTR Stewar shi n g A e T legally described in E hibi ", s e lgn ("SSA") in accordanc w id 6 f Code ("LDC'I. The Pro is depicted on Ex C. The SSA ane Tient and Grantor to provide a per, t it, ewarc management measures for L� $Ar_ 985.4 acres of land situated in In Exhibit "A" attached hereto 1' or "LTR SSA 7"). ardship Sending Area which designated the s 985.4 acre parcel, as ardship Sending Area" 1ty Land Development i C.8, of the LDC requires identifying the specific land lsible 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- 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 scribed as Land Use Layer 5. f. Agricul �� ti e 6 described as Land Use Layer 6. O �0 3. Grantor re a all rights as Grantor f th Property, including the right to engage in uses of th Pr p y ha ,.@ n�i consi ent with the SSA Agreement or the intent and purpose of this to r s ip Ea 'me t. G ntor may use LTR SSA 7 only for the land uses et f m a. e r on dtu al Resources Uses are a on all o the P erty, inc t g the specifics thereof set f Section 4.08.06 B f t C. b. Th nds in LTR SSA ted on Exhibit "C" as having had a six (6) Land Use eliminated, may also be used for Ag ' fur o h . a Layer 7) as defined in Section 4.08.06 culture — Group 2 uses cannot be converted to Ag ' ultur — 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- OR: 4009 P0: 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 depleted 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 �P CC, land management measures as descri� f i� f etf�e � Tinder this subparagraph shall be 6. The regUired es or ion irk rove nts success criteria, land management measure; ao o er tment of Gr nto in respect to Restoration Areas A, B and C are q�ont Irt� ttfe Kits o rfi� 7. Grantet, I �qp NQ* s e tot�ariv �dst� or liabilities related to the operation of or land ma 'atj mens measures fo he oo 8. Grantors any and all reall i A< , xes and assessments levied by competent authority on a ;4; 9. References to t h (tdjjRr� rovisions of Section 4.08.06 of the Collier County Land Development Co 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- GPO OR: 4009 PG-# 3040 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 cove is IIv Grantor is lawfully seized of the Property in fee simple; th roperty is fre ear of all encumbrances; that Grantor has good right a d ul authority to conv thi Stewardship Easement; and that Grantor hereby full w r s i '6- - "t ward ip asement hereby conveyed and will defend against he awfu c all pe on wh ms ever. IN WITNESS HE E F, h a t r r nt s t its hand and seal the 201h day of June, 2006. F CMj -4- U OR: 4089 PG: 3841 GRANTEE'S ACCEPTANCE OF STEWARDSHIP EASEMENT WITNESS Na r(mnee q� Signature 0 State of Florida County of _ I FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIRS & / By: r t, Prin ame I t - It's y'�' ' -5- exe�efore me this as riculture and Consumer Na Ea Approved as to form and legal sufficiency By: 4��D Steven Griffin Assistant County Attoi Gu) OR: 4089 PG: 3842 . BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: d Frari c alas, Chairman +� \QE- c1� in C1� rr ATTcS-T1: DWIGHT P,COCI:','- CLERK DafZttty Clef:.k' Attest ai�.to O irs" t $1gnatur*7oi WITNESS �.K,2ir gwr� Name V� Sir! i ure OR; 4089 PG; 3843 LAKE TRAFFORD RANCH, LLLP a Florida limited liability limited partnership M 0 Sy."Ln..tit. �• �'�St�U� Name Signature State of Florida County of Collier Thefg(�going Ste, this �lJ day of as V�nnnn:c.a NOTARY PUBUC-STATE OF PL K Betslori sy Blanc 91 Expires: FEB. Ol, 2 Bonded Thv Ad antic Bonding Co., Lam_ Thomas M. Taylor L.� i , u ' AL „, ...� ,-sty Credit, Ag ,Thomas M. T MY�i was executed before me and Christopher L. Allen, 11 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 '--�JI;IE CIR�� In Wi , OnMiner 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 comer 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 89000'45" East, 3680.85 feet. (Point Number 2, Northing, 771132 80 Eastin Thence leaving said north line in stgK(t'tiHugh the following vertices, Points 4 through 562 inclusive. a Point Number 4, Northing, 77 05 . Easting AB 6z6 .64 Point Number 5, Northing, 7 10 0.4 , ti g X486 4 .81 Point Number 6, Northing, 10 s) Point Number 7, Northing, 71 7 9, 1::aPtiog,l 8 Point Number 8, Northing,7 a It 8 41. Point Number 9, Northing, t 2. , Eas mg, 0. Point Number 10, Northing, 8.75, Easting, 486 1.1 Point Number 11, Northing, 7 93, Easting, 486 6 Point Number 12, Northing, 77 Easting, 486033 Point Number 13, Northing, 7710q Point Number 14, Northing, 771025. Point Number 15, Northing, 771023.68, Ea 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 0lllces strate0ically located to serve our clients 800.649.4336 118064CerporM1e Office 32008ailey Lane, SDile200 • Naples, Florida 34105. 239649.4040 • FU239.6435716 wllsonm9ler. com YtYLCC4155101 Vef. 011. Tp$BpRNE 1 6V1) nvlxsw.ao-.o WllsonMleecMr. —fL LIc.I (FCe000e lsonMiller° OR: 4089 PG; 3846 Now Directions In Planning, Design & Englneenng 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 g 28 Point Number 47, Northing, 77088 _ Point Number 48, Northing, 770 asting, 485 �Z Point Number 49, Northing, 77 tl 6, Easting, 485049. Point Number 50, Northing, 7 07 ting _ 5 0.12 Point Number 51, Northing, 70 8. sti 4850 9.41 Point Number 52, Northing, 70 n , Point Number 53, Northing, 77 0 . (E s 'n�, Point Number 54, Northing, 7 FC �9 048. 5 Point Number 55, Northing, 7 . 4, E5--sfin-g, 49. Point Number 56, Northing, 7�d 2.57, Easting, 485 .5 Point Number 57, Northing, 7 00, Easting, 485 3 Point Number 58, Northing, 77 Easting, 485036 Point Number 59, Northing, 7704 ; Point Number 60, Northing, 770419. r 9c" Point Number 61, Northing, 770376.81, Ea 97-08 X97 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 lv Y 155e01 Vu. 011 MSIX)RNE 504014.0 U miSo mer- OR: 4089 PG: 3847 New Directions In Planning, Design & Eagineenng 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,,E-eg ,97 Point Number 93, Northing, 76908 Point Number 94, Northing, 769 asting, 485 IZJ Point Number 95, Northing, 76 O�t3 Easting, 485223. Point Number 96, Northing, 7 90.asting 85 40.22 Point Number 97, Northing, 69 8. sti g 48 2 1.59 Point Number 98, Northing, 69sss{ e Point Number 99, Northing, 76 6 .5 Eking, 4 Point Number 100, Northin 0 7 t' , 529 2 Point Number 101, Northing 75, asting, - 30 . Point Number 102, Northing, i 18.19, Easting, 48 9. 0 Point Number 103, Northing, 6.07, Easting, 48 2 44 Point Number 104, Northing, 7 7, Easting, 48531 3 Point Number 105, Northing, 768 in �5 Point Number 106, Northing, 76893. ;JV 4 Point Number 107, Northing, 768911.31, ting 48 322.75 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 w2amnc �suoi v,.:ou. ioseowaE 3 M2sw -o WilsonMillef OR: 4089 PG: 3848 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.x, n 3.56 Point Number 139, Northing, 7684 , 1 Point Number 140, Northing, 76 asting, 48 Point Number 141, Northing, 7 .94, Easting, 485912. Point Number 142, Northing, 6 g�0 Eastin 8 30.6 Point Number 143, Northing 76 45 . actin , 485 9.75 Point Number 144, Northin , 76 62.z s Point Number 145, Northin , 7 61 a tire) 7 . Point Number 146, Northin t' 598 9 Point Number 147, Northing 6 .31, asting, 001. 5 Point Number 148, Northing, 58.94, Easting, 48 • a 7. 3 Point Number 149, Northing, .37, Easting, 48 Point Number 150, Northing, 7 6, Easting, 48609. 7 Point Number 151, Northing, 76 1 n Point Number 152, Northing, 768412. x.60 Point Number 153, Northing, 768399.25 a 1 6183.31 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 4 v WiispnlNiiier OR; 4089 PG; 3849 New Oirentlans In Planning, Oesign & fngineenng 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 in 62.43 Point Number 185, Northing, 7681 a 7 Point Number 186, Northing, 76 ®. asting, 48 Point Number 187, Northing, 7 .69, Easting, 48680 . 6 Point Number 188, Northing, 68 4 . wasting, 4�� 16.2 Point Number 189, Northing 76 13 . a tint , 486 29.15 Point Number 190, Northin , 7 Point Number 191, Northin , 7 1 9. a ti , Point Number 192, Northin 1 3 683 .3 Point Number 193, Northin t"9 0 .32, asting; 683 Point Number 194, Northing, 76.57, Easting, 4.:BII28 4/ Point Number 195, Northing, 4.00, Easting, 486°$C - Point Number 196, Northing, 7 7, Easting, 48680 ¢ Point Number 197, Northing, 76827 tin 86 ' Point Number 198, Northing, 76802. Otiris, 1 Point Number 199, Northing, 768018.83, in , 858.04 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 eRJ(aCOF 155W1 Vv.O11. TO5BOflNE 5 0331250Lga-0 INiIsOnMiller, OR: 4089 PG: 3850 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, 767216.94in 71.66 Point Number 231, Northing, 7671 OEC tin 5 Point Number 232, Northing, 76 �. E Point Number 233, Northing, 7 .06, Easting, 48708. a Point Number 234, Northing, 67 :19;-Easting, 4g7p89.7 Point Number 235, Northing 76 09 1, a in 7 01.06 Point Number 236, Northin0 7 Point Number 237, Northin :7 0 8. , Point Number 238, Northin 0 0 $712 .5 Point Number 239, Northin G 0 .44,11stilng, 712 . Point Number 240, Northing, 99.36, Easting, 4 711 Point Number 241, Northing, 8.44, Easting, 48 0 Point Number 242, Northing, 7 97 . 6, Easting, 48713 , Point Number 243, Northing, 7669 in 19Y Point Number 244, Northing, 76691tii! r,j,; 37.31 Point Number 245, Northing, 766891.06, Point Number 246, Northing, 766878.37, Easting, 487138.78 Point Number 247, Northing, 766868.40, Easting, 487139.36 Point Number 248, Northing, 766839.87, Easting, 487141.03 Point Number 249, Northing, 766811.89, Easting, 487141.38 Point Number 250, Northing, 766779.56, Easting, 487141.78 Point Number 251, Northing, 766713.19, Easting, 487148.56 Point Number 252, Northing, 766651.32, Easting, 487151,97 Point Number 253, Northing, 766617.44, Easting, 487153.84 Point Number 254, Northing, 766531.44, Easting, 487160.63 Point Number 255, Northing, 766494.50, Easting, 487159.88 Point Number 256, Northing, 766478.69, Easting, 487155.00 Point Number 257, Northing, 766462.81, Easting, 487150.09 Point Number 258, Northing, 766457.03, Easting, 487146.62 Point Number 259, Northing, 766440.19, Easting, 487136.50 Point Number 260, Northing, 766425.88, Easting, 487115.40 Point Number 261, Northing, 766413.07, Easting, 487077.69 Y2Y$WS 1i5M1 V1.011-TC*BORNE WJ13804016-0 Q U wSo miner` OR. 4089 PG: 3831 New Oiredions In Planning, Design a 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, 766384.3 05.91 Point Number 277, Northing, 7663 fiT 3 Point Number 278, Northing, 76 asting, 48391 Point Number 279, Northing, 7 6 7 .07, Easting, 48592 . Point Number 280, Northing, 66 32, Easting, 4_ 97.8 Point Number 281, Northing/76071t6` as in , 485 71.06 Point Number 282, Northin , 76 3 fI Point Number 283, Northin , 7 3 7. a ti , Point Number 284, Northin , 7 3 3 t' 574 .6 Point Number 285, Northin 3 .00, sting, 571 . Point Number 286, Northing, 57.25, Easting, 4 78. 5 Point Number 287, Northing, l .25, Easting, 48 85 f Point Number 288, Northing, 7 4, Easting, 48561.8° Point Number 289, Northing, 766 19 tin 8 Point Number 290, Northing, 76634. .rq 0 Point Number 291, Northing, 766348.191 Easting; 4 498.50 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 H2Y[00}1S 1 Vx. 011-TOSSMNE 7 NU 013119q -0I0 -O WiIs¢nMiller a.: 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, 766287.1 n „ 78.90 Point Number 323, Northing, 7662 3 Point Number 324, Northing, 76 asting, 4 9 2P Point Number 325, Northing, 7 6 88, Easting, 484916. Point Number 326, Northing, 66 M, Easting 484 00.9 Point Number 327, Northing 76 91* as in .-4 93.69 Point Number 328, Northin , 76 ti , Point Number 329, Northin , 7 2 7. a ti , Point Number 330, Northin 9 C 486 .7 Point Number 331, Northing 3 .69, asting, 85 . Point Number 332, Northing, , 03.69, Easting, 4 1. 8 Point Number 333, Northing, 6.68, Easting, 4 0 Point Number 334, Northing, 7 0, Easting, 48482. 4 Point Number 335, Northing766 tin Point Number 336, Northing,, 76630. Wti3 Point Number 337, Northing, 766311.25, sting 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 Y2YA'OS155eof ver ofl. ro5BIX1xE U Nlilso nmiller' OR: 4089 PG; 3853 New Directions In Planning, Design & Engineenng 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, 766177.67, 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, 766237.3 09.69 Point Number 369, Northing, 7662 _ 6Q„ 1 0 Point Number 370, Northing, 76 asting, 4 Point Number 371, Northing, 7 6 .94, Easting, 48420 . Point Number 372, Northing, 66 4.&1 Eastin 4 14.9 Point Number 373, Northing 76-33243 , as in , 4 20.26 Point Number 374, Northin , 7 Point Number 375, Northin , 7 3 a ti Point Number 376, Northin 3 3 t 424 .6 Point Number 377, Northin6 3 .871 asting, 26 . Point Number 378, Northing, 97.19, Easting, 4 . - 85 Point Number 379, Northing, 1.93, Easting, 4 Point Number 380, Northing, 7 8, Easting, 48441 . Point Number 381, Northing, 76i tin Point Number 382, Northing, 76664 .tir , .25 Point Number 383, Northing, 766463.56, tin , 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, 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 B2Ve00S 155M1 VGr 011-T0890ftNE G41] oolzsowlu-o M a Wilsonmillero OR; 4089 pc. 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, 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, 766132.8 , mg 2.63 Point Number 415, Northing, 7661 Point Number 416, Northing, 76 2,0. , Easting, 48 Point Number 417, Northing, 7 6 .50, Easting, 484380. 2 Point Number 418, Northing, 66Grrg,$84376.6 Point Number 419, Northing 76 9, a ti , 484 66.97 Point Number 420, Northin , 7 3 Point Number 421, Northin , 7 9 8. Mi $3 . Point Number 422, Northin X71 32 .7 H Point Number 423, Northin X76 9 .69, asting, 308.75 w Point Number 424, Northing, 19.38, Easting, 4 6 1 Q Point Number 425, Northing, 7.87, Easting, 48 Point Number 426, Northing, 7 Easting, 4842 Point Number 427, Northing, 765 EastiOg Point Number 428, Northing, 76580Ayjro; 95 Point Number 429, Northing, 765793.26,atin , 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, 765576.81, 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 M34VAf ISSN1 Yer.011-TO%ORNE oaluw-aa-o Q CV 10 Wilsonmilleir OR: 4089 PG; 3855 New DiWI= 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. 1.68 Point Number 461, Northing, 7651 0 Point Number 462, Northing, 76 asting, 48 9 Point Number 463, Northing, 7 5 .62, Easting, 483983. 8 Point Number 464, Northing, 6450. ting 4a3 68.3 Point Number 465, Northing 76 944' as in , 483 59.41 Point Number 466, Northin, , 7 i , Point Number 467, Northin 7 9 3. a ti Point Number 468, Northin 9 5 tt' 394 .9 Point Number 469, Northin 8 .62, a ting, 93 . Point Number 470, Northing, 32.62, Easting, 4 5. 7 Point Number 471, Northing, 2.68, Easting, 48 Point Number 472, Northing, 7 6, Easting, 48390 Point Number 473, Northing, 764 tin `7 Point Number 474, Northing, 76474. r%C . 2 Point Number 475, Northing, 764 16.13, ing;-t 868.84 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 fl2Y1WS 15 Vx en-ToSB w 11 WilsonMiller OR: 4089 PG; 3856 New Oireclions In Planning, Oasign & 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 408, 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, 764041.7n 21.68 Point Number 507, Northing, 7640 0 n . 6 Point Number 508, Northing, 764M. , asting, 48 6. Point Number 509, Northing, 744, Easting, 48370 . 6 Point Number 510, Northing, 63i Y8"Eastiog, 4 700.6 Point Number 511, North in 76 93 V, Fla§ti , 4 3 83.68 Point Number 512, Northin , 7 ti Point Number 513, Northin , 7 8 7.9 a ti , Point Number 514, North' n 8 0 .. , 8364. H Point Number 515, Northin 8 .93, acting, 364 Point Number 516, Northing, 56.32, Easting, 4 1576 Point Number 517, Northing, 2.13, Easting, 48 0 Point Number 518, Northing, 7 1, Easting, 48357 Point Number 519, Northing, 763 !2 tin Point Number 520, Northing, 76358. tare .19 Point Number 521, Northing, 763544.44, , 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 not U Y3Yt ISMOI V1.011-TOSBORHE OJ]1'1SO1016-0 12 WilsdnMiller" 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, -Ea- - 44� 3,104 46 Point Number 553, Northing, 7641 9,31,,' r4f A�q''69 Point Number 554, Northing, 76f�17,5.B� ; Easting, 48309 . Point Number 555, Northing, 7642.64.88, Easting, 483015 Point Number 556, Northing:�64A3'94 Ebsting, 4_F926.8 Point Number 557, Northin ; 764258:9Y,'Ea5tiny, 482 83.66 Point Number 558, Northin, 7 4q.2 8;J\ 2•,"la stiff m� $2 3��6 r Point Number 559, Northin , 7 126., �a ti�h_82$ .50 Point Number 560, Northin r7j 4?4&�06,:Ep IQ, 48286 1 E, Point Number 561, Northin ;r7E95 6.00, Pasting,2851 10 Point Number 562, Northing\78.94, Easting, 482824)46 Thence South 20010'47" Wes�feet to a point&the line of Section 33, Township 46 South, Range 28 East Collie t my, \Florida (Point NGm of 563, Northing, 763982.28, Easting, 482777.91); _7 t,• Thence along said west line North 00*283411West"1787.60 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 01 016'37" 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 North89600'45"East. a,sSW, V<OILTOs 13 =1z�a.e P Wilsonmiller' OR: 4089 PG: 3858 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 21-1-99 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 89000'45"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 THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/ 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' J 4. TARGET SCALE: 1"=500' 5, SCALE NOT TO EXCEED 1 "=F 6. THIS IMAGERY HAS NO BEE TECHNICAL STANDAR S O� 7. VERTICAL ELEVATION HAI EFFORT HAS BEEN 8. IN AREAS WHERE TALL TR EXPOSURES WERE MOSAIq 9. THIS PROD)dCT IS SIMILAR`(I PROVt5M IN AD IG ITAL FO BYk WILE NOT MAP NOT CER REF azrmu 1t 1 Vron-Tose W 5627 (IONS -FROM AERIAL PHOTOGRAPHS HAVING IRES OR IN AN EF RACY TO RECTIFIEC DATE 8-08-05 TO MEET MINIMUM ACEMENT. EVERY 1L FEATURES. UCT FEATURES, EFFECT. WENTS, EXCEPT ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SURVEYOR AND SUBJECT LANDS. I # LB -43 14 Wils nmiller0 New Din:OnOns 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) 1' � 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 88059'47" 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" Ea 9 feet to (Point Number 576, Northing 771184., Easting 489279.86) o�� 9 ( 9 Thence leaving said line in straight -lin g m vertices, Points 577 through 579 inclusive Point Number 577, Northing Point Number 578, Northing Point Number 579, Northing Thence along the east line oft e K cr e on said north line of said Sectia % Thence along the north line of 11 action27 North 88° Northing 771225.17, Easting 49 5 Thence leaving said line in straig ments through & 573 inclusive) Point Number 582, Northing 772567.63, a ii{'41'7 Point Number 583, Northing 772573.53, Eastin 09� 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 ast, 1342.58 feet to a point Easting 491261.54) feet to (Point Number 581, (Points 582 through 631 Offices strategically located to serve our clients 800.649.4336 NaplaxXorporate Office 32006a11ey Lane, Suile aV • Naples, Flodda 34105. 239649.4046 • Fax239.643.5716 wllsonmlllercom flgYteC6-1558 Vm 011-TOSRORNE 1 cWa oemzsaao--o WncenMllle<ree. — ft tic., LO4000170 EG wiIsonminer- OR: 4089 PG: 3060 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, Easti 4ZQO Point Number 618, Northing 770901.72, i s36] Point Number 619, Northing 770896. g-483138.6 Point Number 620, Northing 77089 sting 489133.61 Point Number 621, Northing770 5. , Eastin 489060.69 Easting 489060.69 Number 622, Northing 77 53. 2, ams`— ting�488B-17..� Point Number 623, Northing 77)76 .23, East'M08E 03.80 Point Number 624, Northing 7 076 $�S 9 Point Number 625, Northing 7 076 .9 Sti g 8 5 Point Number 626, Northing 7 6 ti g 5 11 Point Number 627, Northing 7 as 4 8 81 Point Number 628, Northing 77 47, Easting 488628. )r Point Number 629, Northing 771 Easting 488468. Point Number 630, Northing 7710 asting 488450.25' Point Number 631, Northing 77116 meting 488498.86 Point Number 573, Northing 771170.4 as 7 r850f2-0 l, j Containing 103.27 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Florida being North 88°00'45" East. O CJY 155008 Vx.O11�T0580RNE 03312.SM -0 ,1S IJ7 OF BEGINNING) Township 46 South, Range 28 East, Collier County, 2 1� wilsonMiller OR: 4089 FIG: 3861 New Directions In Planning, Design & Engineering SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (WILSONMILLER DRAWING NUMBER 2H-99 SHEET 3 OF 10). SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. BEARINGS ARE BASED ON THE BEARINGS ARE BASED ON THE NORTH LINE OF SAID SECTION 28 PER THE COLLIER SURVEY NORTH 89000'45"EAST. STATEMENT OF DEFINITION, ACCURACY AND COORDINATE BASIS 1. DEFINITION: A. THE EXTERIOR BOUNDS OF S.S.A. 7 ARE BASED ON STEWARDSHIP EASEMENT AGREEMENT EXHIBIT"A"(REFERENCE WILSONMILLER DRAWING NUMBER 2H-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: -- 1. DATE OF PHOTOGRAPHY: 4/23/0,3, C�� 2. NEGATIVE SCALE: 1:36000 /�4��-�- �y�,A 3. PIXEL DIAMETER: 2.5' �J/ d 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1(=50 '. — -- ` 6. THIS IMAGERY HAS NO BE N ORTH6,,G.OR ECTE IN O EF TO MEET MINIMUM TECHNICAL STANDARDS O NI'4k NTL�MA RAY ANDARDS. 7. VERTICAL ELEVATION HAt>(G S V IL4 C�IJ I AI DI PLACEMENT. EVERY EFFORT HAS BEEN MA E��Q A�It}fltv�l E l E jFEC F(R �RI ICAL FEATURES. 8. IN AREAS WHERE TALL FR CTURES 6R T2EE- LEAN 70,0$STRUCT FEATURES, EXPOSUR WERE MO AiCED IN AN EFFORT fjQ MINI i E fHE EFFECT. 9 THIS TIS SIMILR io,J CCURACY TO REt�`CIP)E N / RGEMENTS, EXCEPT DIGITAL F FMA j Cml /0y., BY•'}E 8-08-05 ISTERED ENGINEERS AND LAND SURVEYORS. SIGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL NOT BASEOY OK KL SURVEY OF SUBJECT LANDS. CERTIFICATE OF AUTHORIZATION # LB -43 REF 2H-99 w1O`a e-15seoe vee. on. Toseonve 3 =1:- wasoww-o p. O G WlWnMiller 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) OR: 4089 PG: 3862 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 00028'34" East, 1817.05 feet, to the POINT OF BEGINNING; (Point Number 633, NortP19§,-763?52,84, Easting, 482778.16); Thence leaving said west line in straiRhtJine'se6menfeLt��ou gh the following vertices, (Points 633 through 637 inclusive) Point Number 634, Northing 63950:93,- Edsting,._48a780.06\ Point Number 635, Northing 76tql, 4�.WEasting, 482 96.07 \1 Point Number 636, Northing, 76617 a tipg �� 27J2: y�Q�J Point Number 637, Northin , 768fd io-A ploJ,nt?,ont uJes lin of said Section 33 (Point Thence South 15°01'15" W stdNumber 638, Northing, 763 927, Fastin -48277$:65) Thence along the west line of`of,`Section 33 North OW2a01�`� VVVest 59.98 feet to (Point Number 633, Northing, 763952.84, Fastin „482,778.16) (POINT C B1F6INNING) Containing 0.01 acres more or less. Subject to easements of record. Bearings are based on the north line of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 89°00'45"East. Offices strategically located to serve our clients 800.649.4336 .� NapleslCorporate Office 3200 Balley Lane, Suite 200•Naples, Florida 34105. 239.649.4040• Fax 239 643 wllsonmilier. cony 62YlCW1358]8 Ver 011 TOMME 1 4V 1R-$OlD1P.0 W05°nMLILK In°. — FL LLc.1 LC -00001 ]0 Wilsonmillerm 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 21-1-99 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 WILSONM)LLER DRAWING NUMBER 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: ----- 1. DATE OF PHOTOGRAPHY: 4/23/0,3-' ti , �_ �0 \ 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER, 2.5' 4. TARGET SCALE: 1"=500' / - - 5. SCALE NOT TO EXCEED 1"=500'.1�_.�_ t" 6. THIS IMAGERY HAS NOT/BE�N ORTH6AaCORRECT�p IN O E TO MEET MINIMUM TECHNICAL STANDARDS O 'N I IL4 b TA DARDS. 7. VERTICAL ELEVATION CrHA1I�G� ILI� C U b I ON".ffA DISPLACEMENT. EVERY EFFORT HAS BEEN MA4E I Q wpNJ 1ZE, H S, E FEC FIR ,RI ICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TC2E S LEAN TO ©p�TRUCT FEATURES 9. THIS P DUCT IS SIMIL PR ED IN A DIGITAL ?`P.S.M. A-LS # 5627 IN AN EFFORT fQ,MIIAAS� ZE HE EFFECT. CURACY TO RETIF E11,.�NL'ARGEMENTS, EXCEPT �'bA1 E 8-08-05 9 fr T -1 A ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL URVEY OF SUBJECT LANDS. ORIZATION # LB -43 REF ersnacs. ixere v-. an-rosaowre2 �u auu.saao-o P misulnminer OR: 4089 PG: 3864 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 00928'34" East, 2199.96 feet, to the POINT OF BEGINNING (Point Numbe 8 ,V giVkg, 763569.93, Easting, 482781.34); Thence leaving said west line 640 through 980 inclusive) the following vertices, (Points Point Number 640, Northin ( 76 541. a , 482 97.66 Point Number 641, Northin , 7 Point Number 642, Northin , 7 4 8. a ti�j Point Number 643, Northin 'h , 302 .1 s Point Number 644, Northin .38, asting, 320 Point Number 645, Northing, 77.06, Easting, 4 23 56 Point Number 646, Northing, 0.88, Easting, 48 Point Number 647, Northing, 7 7, Easting, 48330 r Point Number 648, Northing, 763 ting, -4B Point Number 649, Northing, 76333ing,4,8 03 Point Number 650, Northing, 763331. 81, 1ng-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 666.649.4336 Naplf4corporate Og/ce 3200 Bailey Lane, Suite 200 • Naples, F1oAda 34105. 239 649 4040 • Fax 239.W 5716 ]!16'ioos t551579 yr of T0413MNE K'//SOaalNlar.Ce/n ,,.-o 1 ' WllsonMllUrinc. —fL LIeA[UC000170 WilsonMiller* New DINclions In Planning, Design d Engineenng 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, 6.22 Point Number 682, Northing, 7642 Point Number 683, Northing, 76 11AA. , Easting, 48 Point Number 684, Northing, 7 .44, Easting, 483823. Point Number 685, Northing, 64TS9 EasOng,_483. 73. Point Number 686, Northing 76 5 a tin , 483 93.25 Point Number 687, Northin , 7 Ea �Point Number 688, Northin , 7 6 tir► ; a. Point Number 689, Northin 6 �h 387 .0 Point Number 690, Northin X76 6 .56, asting, 882.18 Point Number 691, Northing, 47.31, Easting, 4 1 2 Point Number 692, Northing, .86, Easting, 48 Point Number 693, Northing, 7 2, Easting, 4839 $ Point Number 694, Northing, 764 Easting, 4 `Q�3TY Point Number 695, Northing, 7648 AfOnjZy$ .63 Point Number 696, Northing, 764917.94, ing; 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 OR; 4089 PG: 3865 ]Y16tWS155W0 Vx.011-TOS RW 0]]12 0 2 P WiIs¢nMillere OR; 4009 PG; 3066 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, 766180.1 r- in 14.28 Point Number 728, Northing, 7661 9�, 3 Point Number 729, Northing, 76 asting, 4 e?7 Point Number 730, Northing, 7 .44, Easting, 48450. 9 Point Number 731, Northing, 66 3"79—,Ea sting, 4$ 542.0 Point Number 732, Northin , 76 25 actin , 4g4 78.44 Point Number 733, Northin , 7 1 Point Number 734, Northin , 7 2. a ti , Point Number 735, Northin e7 2 8466 . Point Number 736, Northin , p .13, asting, 69 Point Number 737, Northing, "6 95.81, Easting, 4 458 Point Number 738, Northing, 2.57, Easting, 48 Point Number 739, Northing, 7 2 3, Easting, 4848 Point Number 740, Northing, 766 tin Point Number 741, Northing, 76627. tir g .63 Point Number 742, Northing, 766270.75, 1 907.54 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 1� 155819 V. Q%TOSUMNF 3 W]1YS 0--0 WiIsonmiller' OR: 4,089 PG. 3867 NewDimcffons In Planning, Design & Engineenng 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 , n 62 5.59 Point Number 774, Northing, 7663 8q in 4 Point Number 775, Northing, 76�i� , Easting, 48 98 Point Number 776, Northing, L7 49, Easting, 486420. 6 Point Number 777, Northing, /66 7 75, -listing 86p8.9 Point Number 778, Northin 76 383.94; castin , 486 04.85 Point Number 779, Northin , 7 , Point Number 780, Northin , 7 3 9. , aiir} ; Point Number 781, Northin j: 649 .3 Point Number 782, Northin tib 2 .43, asting, 6474 6 Point Number 783, Northing, 43.12, Easting, 4 3 4 Point Number 784, Northing, 9.31, Easting, 48 t Point Number 785, Northing, 7 1 .Q3 Easting, 4864 ,Q1` Point Number 786, Northing, 766 C-astipg'48 3 Point Number 787, Northing, 76615. ina 54.99 Point Number 788, Northing, 766140.21, a ' , 6327.15 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 7R62CAc IMVQ Vx 011 -TMS S 03]1250{016-0 4 Wilsonmiller° OR: 4088 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, 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. Eas_ n 6.83 Point Number 820, Northing, 7648 4�'a'sttn 6 Point Number 821, Northing, 76 Easting, 48 Point Number 822, Northing, 7 4 .27, Easting, 487193. 3 Point Number 823, Northing, 656stiag 97 17.7 Point Number 824, Northing 76 08 .09, atin , 487 24.13 Point Number 825, Northin , 7 Point Number 826, Northin , 7 1 3. Pasting, , Point Number 827, Northin �7 1' , 726 .8 Point Number 828, Northin C76 199.96, 7282. 6 Point Number 829, Northing, Kb° 14.48, Easting, 41 2 1 Point Number 830, Northing, .01, Easting, 48�-g Point Number 831, Northing, 7 � . 1, Easting, 4873�1'�5 Point Number 832, Northing, 7652 �zstin® AS73�. Point Number 833, Northing, 765173. tirt� 51 Point Number 834, Northing, 765142.75, a irrg 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 2flRCWi,5b' 1er V V 011 708 FM J 1l "` Wilsonmiller, OR: 4089 PG: 3869 New Diieclions 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:atjrig;M 43.04 Point Number 866, Northing, 7642�6O1,` a iin 4173 !31 Point Number 867, Northing, 764,Ik ?0.1', asting, 4872 !1 Point Number 868, Northing, 76r4�177�12, Easting, 48728:0 \ Point Number 869, Northing, 64Yiq.,- , Easting, 487281.8' Point Number 870, Northing 764'168'.31; astinq, 487179.94'\ Point Number 871, Northin , 7 /'118[ �a§tiP�8 Point Number 872, Northin , 7 1� 21;, Ea tiqPoint Number 873, Northing;7 ,40$5 p0, kgt 27!F� � -.., Point Number 874, Northing 716 033:00, Easting, 717N Point Number 875, Northing, 7q79.63, Easting, 4813379 ? Point Number 876, Northing, 6'33 7.19, Easting, 4t3�,1�i8.$l) Point Number 877, Northing, 7 8218, Easting, 487094;7 Point Number 878, Northing, 763�8t , 7 --Ea t��ing,_487Q5$ 331/ / Point Number 879, Northing, 763803:43ting,148'703t1.00 Point Number 880, Northing, 763774.06,-Easting, -4a6 -9-80.71 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 If162015 155870 Vl. 011-T050 M 0]313-5040100 WiIsoeMiller° OR: 4089 Rce 3870 New Oimclions In Planning, Oesign & 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, 762880,0 _ n 6731.38 Point Number 912, Northing, 762 6� in 5 Point Number 913, Northing, 76 ti0. , Easting, 48 Point Number 914, Northing, 7 .25, Easting, 48672. 5 Point Number 915, Northing, 62 6 . sting,4� 732.2 Point Number 916, Northin , 76 73 . , -a ti , 4 6 36.47 Point Number 917, Northin , 7- - 0 Point Number 918, Northin , 7 6 5. a ti , Point Number 919, Northin 6 8675 Point Number 920, Northin .69, asting, 67 Point Number 921, Northing, 31.00, Easting, 462 7;, Point Number 922, Northing, 6.81, Easting, 486] (( Point Number 923, Northing, 7 2, Easting, 48677 Point Number 924, Northing, 762 tin bg Point Number 925, Northing, 76241L tis 22 Point Number 926, Northing, 762386.8�P�Eastm , 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 2rze'2W5-isse2e ver.av-rosa«we 7 N312SOt016-0 Wilso nMillef OR: 4089 PG: 3371 Now l irwtions In Planning, Design 8 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, 761702.0 n 5653.82 Point Number 958, Northing, 7617PS91?. in - t 5 Point Number 959, Northing, 761�1Q asting, 48 Point Number 960, Northing, 7 1W7 .02, Easting, 48512 . Point Number 961, Northing, 61 3 . , Easting, 484966.9 Point Number 962, Northin 76 64 . Vin , 484 75.59 Point Number 963, Northin , 7 S`fl Point Number 964, Northin , 7 5 9. a ti g Point Number 965, Northin 436 . Point Number 966, Northinasting, 23 Point Number 967, Northing, 13.91, East 3.60, 35 81 Point Number 968, Northing, 3.60, Easting, 4 Point Number 969, Northing, 7 0, Easting, 48400 , Point Number 970, Northing, 760 qffng.4483 Point Number 971, Northing, 76070. tinZ 8 .00 Point Number 972, Northing, 760599.26, i , 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 1/[8'!045-txeza vx. M TOMME ma5z�-4 Wilsonmiller' OR: 4089 PG; 3872 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 00028'34" 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 89000'45"East. C 7rzd1MS I550I8 Va..On- TQSnORNE U MJ mvzswaa o WilsonMillero OR: 4089 Pc: 3873 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 INTERPRET�ATICI,NS-FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1 ,_i C 0 1. DATE OF PHOTOGRAPHY: 4!�3" 2. NEGATIVE SCALE: 1:36000 /J� ��- 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1, ��---- 5. SCALE NOT TO EXCEED 1'= 00'. 6. THIS IMAGERY HAS NOT BE N/OI�fHq_irCO;Ej I RPE TO MEET MINIMUM TECHNICAL STANDARDS Q NATIt N�L.M4Fj1, I0 �fAN ARID 7. VERTICAL ELEVATIONtH/ 0 $)II%I(_ <�A •1SE1 ORI2 t�Tq/L[DISPLACEMENT. EVERY EFFORT HAS BEEN MA, "` MINIMIZETHIS_EFFECT' OI CRITICAL FEATURES. 8. IN AREAS WHERE TALL ER CTURES OR TREEkLEA T��'?` O STRUCT FEATURES, EXPOS WERE MOSAIB,F�DIN AN EFFORT IM 1M12THE EFFECT. 9. THI P DU T IS SIMILA"IN' (CURACY TO RECTIQ NLARGEMENTS, EXCEPT O A DIGITAL FOR(�� e DATE 8-08-05 1►N1m 7lMZWi 1%079 ver on-rOSB'JRNE WH12S &-0 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB -43 10 WilsonMiller® OR. 4089 11G: 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 00027'07" East, 220.66 feet, to (Point Number 984, Northing, 765658.70, Ea!Jin POINT OF BEGINNING; Thence continue along said east lige,ot;,s'a 1 uth 00°27'07" East, 3573.53 feet to a point (Point Number 992, Northin j 5.29, Eastl g 404.97) Thence leaving said east 993 through 1126 & 984 i Point Number 993, Northin , 7 D7642 F*ti 7% Point Number 994, Northin 8804 .Point Number 995, Northin ng, 80 Point Number 996, Northing, 086.07, Easting, 4 . 78 09 Point Number 997, Northing, 8.16, Easting, 48 C Point Number 998, Northing, 7 2, Easting, 48786 = Point Number 999, Northing, 76�Eaq!q"- 0� Point Number 1000, Northing, 762s n .74 Point Number 1001, Northing, 76206Easting 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 following vertices, (Points Offices strategically located to serve nor clients 600.649.4336 NaplesvOorporele Oglce 3207 Bal/ey Lane, Suite 200 • Naples, Florida 34105.239,649.4040 • Fax 239 643.5716 w//sonm/I/ercom erzv�aos fseae, ver on-rosaa+ne 1 ora,ssaao.. n �\ iJ¢ Wllsonelneglno. — FL / LCaooi]a LlaLC-0000170. . Wilsdamillera OR: 4089 PG; 3875 Now 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, 7625613-5--Q-19Mting 48911.61 Point Number 1033, Northing, 762 2thg ��¢ 17 Point Number 1034, Northing, 7 , Easting . Point Number 1035, Northing, 6� 21, Easting, 48683 . Point Number 1036, Northin , 76 4 stin 6809. 5 Point Number 1037, Northin , 7 24 , E g, 8 791.3 Point Number 1038, North! g, 7 t Point Number 1039, North! g, 2 6. 9 E s i g Point Number 1040, North! 2 9 5 i g 867 2. 2 Point Number 1041, North! 4 ast g, 86 . 2 r„ Point Number 1042, Northin. 514.93, Easting, 78 .9 Point Number 1043, Northing, j9 70.00, Easting, 4 7 Point Number 1044, Northing, Q,112, Easting, 4867 Point Number 1045, Northing, 76 astin 48 Point Number 1046, Northing, 7626 t'hh .93 Point Number 1047, Northing, 762702.8 strn 6758.19 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 e'<J20DS 155881 Vx 011 TOSBORNE M1 W]2-SOL010-0 Wilsonmiller° 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, 486720.67 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. 234.60 Point Number 1079, Northing, 764. 46 Point Number 1080, Northing, 7 Easting, 4� Point Number 1081, Northing„ 1 .59, Easting, 4873 Point Number 1082, Northin , 764 -.757-n 7347. 5 25 Point Number 1083, Northin , 7 42 , Ea g, 8 381.1 Point Number 1084, Northi g, 7,!S, ti Point Number 1085, Northi g, 8. 0 E s g 5 Point Number 1086, Northi 4 3 5, i g 4874 7 Point Number 1087, Northi 7 , asting, 87 1 Point Number 1088, Northin 512.50, Easting, 51 . Point Number 1089, Northing, r%8 - 83.63Easting, 4 Point Number 1090, Northing, .81,, Easting, 4875 Point Number 1091, Northing, 7astin 4 0. Point Number 1092, Northing, 7647 �stjhj� .12 Point Number 1093, Northing, 764772.5 astg 4 7559.03 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 6tYtIXK trade, V�4,l. TnSeORnE 3 WI1250L 0 i i Wils6nMiller` OR: 4089 PG: 3877 New Directions In Planning, Design 6 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, 765654,64; E" Vit'- g" 487806.17 Point Number 1125, Northing, 765§57:74 -esti g�O,�j ,74 Point Number 1126, Northing, 7 5.f�5 ;0, Easting, 487�"69x75, Point Number 984, Northing, 76565,8'.70, Easting, 488076V8 PQINT OF BEGINNING Containing 76.08 acres mor or ess: Subject to easements of re ord on Bearings are based the pport lire i0ii2cl: n 11 s S uth, Range 28 East, Collier County, Florida beingf- Y13/LR141:1R91 Vtt OIITOSeORNE u M12-sow.o 4 CAo wiIsonmiller' 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 89000'45"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! R C 2. NEGATIVE SCALE: 1:36000 ��gE ®�Jl�� 3. PIXEL DIAMETER: 2,5' Ido rC YAC 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED-- 6. THIS IMAGERY HAS NOT BEEN ORTH4O COR ECTD IN ODE, CU TATO MEET MINIMUM EFFORT HAS BEEN MAS. TECHNICAL STA AR�E TO M NTMI E PHI!!BFFEC FOR.. '2II ICALDFEATURES. 7. VERTICAL ELEVATION HA GAS IL C SE _Ojlil O A DI PLACEMENT. EVERY 8. IN AREAS WHERE TALL$T UICTURES OR TRE F,S LEAN TOIOB$TRUCT FEATURES, EXPOSURES RE MO 'AI ED IN AN EFFORT O MI�JI 1z6,fHE EFFECT. 1 1 9. THI RO CT IS SIMILARA�1N ACCURACY TO Rt0TIF E�ENLARGEMENTS, EXCEPT VI- WA DIGITAL FORMAT. 8-08-05 TIERED ENGINEERS AND LAND SURVEYORS. IGNATURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL /EY OF SUBJECT LANDS. MTION # LB -43 REF erivmos.1nee1 yr Oil- TDM [ 5 wiu-501Mb-o ^\ § �. \ ` ..�,.�..�./ \ \ .. d ACo m \ \ Rip 4 No | § �. \ ` ..�,.�..�./ \ \ .. d ACo m t ! \/ § � )\)}% ®®;§ - §§�\§:, N X2\)\2 \9 § FXM( r. il! \ j \\ | 4 elgk( / Qtoo \ j3- ` \k\( \§AMU %( �� \ \ ■ T t g � q � ■ � ov :31vos m O yl n i r m nn v � D N xl [q Ci nr o H 0 n w � ,96'6612 3.,9f,BZA06 W N W W A u h y m o'^im'^o�zommma�om A��yCA�O�n�tnmo m Oo ro Mix>T(�+ojrZ�L;AZA O D(��OyyaO�NN tea. o c �oo��ao� oio 11 N [d 'Pz -3 w n m Ao-<'Imn6� 2n Aak2 y� mmsn""�S o �m=umi A�i�� P C]p� c x * Zoo ^�AV�AnAa C4am Hd m2ovmio oc�`i�i^2 22?� z z zyz°� os z c� 00 Ng 2 oro � um. z��aa�y'a •-� o "i„Aoxg"=�Wi� x7�m o mo o. O? DC7 0 "' Zm ti rr� 2 U 2 a h (p m a l0 P FXNIRIi A h 4 m KZ r2 p " m N b � n v' n X01 C n u u S 7 s Co KZ p N m n X01 C n u u S 7 s Co 4 Ir v m i & E b 6 m omxm�,�.��oom�m�i�om m � o T�'V�A���nA22b;t_ii � ZA z � o a D OnxjI20 ^,�c�CaoA?00(nm a � o x z E� as i" N AO-���>�O• 0 00.2 c * 2o"'A�Ammo mS O o z 30 b Im 3��M �2 y K•� y vo`m o0o� Amz z �i z ti� a�A m z z z ,z�woaz m• Avxnx �� g eyN a MU i n m"'� 00 0 O om`O mm O A 9 zY y yAo�� 'gym vii n 0 EXHIBIT A KZ 10% Fs OR. 4089 PG. New Daenllons 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 89000'45" East 1599.45 feet. To the POINT OF BEGINNING (Point Number hing 771096 92, Easting 484244.14); Thence continue along 1130, Northing 771128 23 aEastir Ii A Q SV 816.50 feet to (Point Number Thence leaving said north I 1131 through 1470 & 1818 Point Number 1131, North! g 7 9. , ti 6 6 . Point Number 1132, North] 0 7 st604 5 Point Number 1133, Northin 1 .12, ti 04 . Point Number 1134, Northin 072.31, Easting 48 Qg1. Point Number 1135, Northing q2.00 Easting 48 0 Point Number 1136, Northing 8T5, Easting 48604 2 Point Number 1137, Northing 77 X13- sting 4 976 Point Number 1138, Northing 77102 . I rR 3 .. 5 Point Number 1139, Northing 77102 .1 shin 16.81 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 following vertices, (Points 9ftlees strategically located to serve our clients 889.649.4336 Nap/esrtorporale 991ce 3207 Battey Cane, Suite 207 • Naples, Florida 34105. 239 649 4040 • fax 239 643 VIVVN IS I VxDll-T OME 039fRSO4go--o UQ wilsonmiller. cam 1 Wlls""11140n0 — FL Lie.' LC -0000 ITO 3888 WilsOnMiller OR: 1089 PG: 3689 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?, 54.97 Point Number 1171, Northing 7709a • U Point Number 1172, Northing 77 asting 4 ?2 Point Number 1173, Northing 764 .87, Easting 48520 . Point Number 1174, Northing 70 1 ; Eastin 48 178. Point Number 1175, Northin 77 90 a ti g 4 5 40.74 Point Number 1176, Northi 7 st� 86 Point Number 1177, North! g 7 1. ti Point Number 1178, North! 7 s I 508 .8 Point Number 1179, Northin 0 .13,E ti 06 . Point Number 1180, Northin 877.81, Easting 4 ` 60. 4 Point Number 1181, Northing 6.75, Easting 4851 60 Point Number 1182, Northing 81, Easting 48505.7{ Point Number 1183, Northing 77 stin 485 Point Number 1184, Northing 77080. itp SO 5 Point Number 1185, Northing 770783.37, +rrg4 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 BtlBItOC31S 1 Ve. O11 -TOS NE 0.V125of-010.-0 2 0 WilsonMiller' OR: 4089 PG: 3890 Now Dl�flons 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 486086.97 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, North*!ng 770101.2 1 -AR5212,17 Point Number 1217, North n' 7700 .1,4 ' Ct Point Number 1218, Northing 77 asting 48 Point Number 1219, N rthi 9 7 006FE.sting "4M,21 0 9 101 Point Number 1220, North n 70 t- 48P2 7 Point Number 1221, North n 76 9 as' 4 5 09.29 Point Number 1222, NorthIn 7 9 . . . . . Point Number 1223, North! g 7 9 3. i Point Number 1224, Northi 9 8 519 5 Point Number 1225, Northin .12, 17 Point Number 1226, Northin 967.12, East ng 48. 8. 4 or' ! Point Number 1227, North�jnng Q9 _�.94, East 8 0 Point Number 1228, No h 4J9,Easting48511 Point Number 1229, No E. �A7� �sfi 4�5 Point Number 1230, Northin6 76995 . ptw H�t 0 Point Number 1231, Northing 769945.06: Ea, 53.81 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 VI�1�1 VI.OWTO�E .1 W312�.O (DU 3 iSomiiier` -OR: 4089 RG; 3891 New Directions in Planning, Design 6 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.Wi5i!ng . g 44.25 Point Number 1263, Northing 7693 t`?Q 3 Point Number 1264, Northing 76 48 0 d�1 Point Number 1265, Northing 7 .44, Easting 48508 . Point Number 1266, Northin 69 .76; Eesti485 93.6 Point Number 1267, Northin 76 28 a ti g 4�5 03.19 Point Number 1268, Northi 7 Point Number 1269, Northi g 7 6. ti Point Number 1270, Northi 8 s ' 51 .4 Point Number 1271, Northin .12, as in 1 Point Number 1272, Northing 00. 13, Easting 4 66. 6 Point Number 1273, Northing 9.50, Easting 48 2 7 Point Number 1274, Northing . 2, Easting 48519 ., Point Number 1275, Northing 76 stin 5i Point Number 1276, Northing 76911. tiag 1 Point Number 1277, Northing 769097.00, ng 4 210.75 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 768948.19, Easting 485317.59 Point Number 1292, Northing 768933.43, Easting 485318.34 Point Number 1293, Northing 768911.31, Easting 485322.75 611a/2Wl1e5e31 vr011--90seoane 033125040{0.-O 4 wSomiller. OR: 4089 PCS; 3892 New Olrecgons 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.,45—, In .42 Point Number 1309, Northing 7686 .3�, Point Number 1310, Northing 76 (01. , Easting 48 Point Number 1311, Northing .95, Easting 485682. Point Number 1312, Northin 68 Eesting 19.1 Point Number 1313, Northin 76t{566 a 485 32.61 Point Number 1314, Northi 7 Point Number 1315, North g 7 8 9: Point Number 1316, Northi � 5 S, 576 1 Point Number 1317, Northin 5 16, asting 764. 9 Point Number 1318, Northin 7$ 26.67, Easting 4 7. 3 Point Number 1319, Northing 6.67, Easting 48 Point Number 1320, Northing 7 5 0, Easting 48580 Point Number 1321, Northing 768 Point Number 1322, Northing 76852. #irk x.93 Point Number 1323, Northing 768524.50, a ' 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 4851391.56 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 vf62s05- 155401 VI. 011-TOSBORnE M' 0]92Sp1p16-0 5 IHISOWiller New01reclions In Planning. Oeslgn & 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 768319.9 8 76.87 Point Number 1355, Northing 7683 . 3ja . . 7 Point Number 1356, Northing 763 0 . , astimg 4 Point Number 1357, Northing 7 $3 .69, Eastimg 48636 . Point Number 1358, Northin 68 .95; Eadiag 4 6.8 Point Number 1359, Northin 7 30 . a ti g4 6 1.91 Point Number 1360, Northi g 7 Point Number 1361, North! g 7 8 00. still Point Number 1362, North! 6 s 631 . Point Number 1363, North; 8 .65, sting 30 . Point Number 1364, Northin , 290.96, Easting 4 95. 2 Point Number 1365, Northing 08 0.96, Easting 48 3 t Point Number 1366, Northing 2 91, Easting 48624 3m Point Number 1367, Northing 76 stin Paint Number 1368, Northing 76829 .7 tigg 1 g Point Number 1369, Northing 768295.41, sting -48 227.99 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 0 OR: 4009 RG, 3093 BC P/3[OS 15 1 VS Oil-TQ560RNE oaiiz-so -a 6 GP Wilsonmilletr° OR," 4009 PG: 3894 New Oirmians In Planning, Oeslgn & 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, Eastin 486823.95 Point Number 1400, Northing 767647.6 tiq,_ 1.27 Point Number 1401, Northing Point Number 1402, Northing 768 Easting 4868 Point Number 1403, Northing 6 39, Easting 486840. 1 Point Number 1404, Northin 76 8 sting 0.6 Point Number 1405, Northi 7 469.70, €asb4Ee 0.94 Point Number 1406, North! g 7 s' 7. Point Number 1407, North! g 7 7 54. 4, E sti Paint Number 1408, Northi V 68 5 E - Point Number 1409, Northin 7267.32, Easting 4 869. 5 Point Number 1410, Northin - 19.86, Easting 4 2 65 Point Number 1411, Northing 8.72, Easting 48 Point Number 1412, Northing 7 t}8 .Easting 48686 Point Number 1413, Northing76 2„�sti�t, Point Number 1414, Northing 76699. 6 i 59 Point Number 1415, Northing 766965.37, as mg 86888.55 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 w,NlGt615 1 VK. Un-TO:ROgNE U asoaminer° Qat: 4089 Pr; 3895 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 766367.0 f 784.34 Point Number 1448, Northing 7663 t%]�2 Point Number 1449, Northing 76 , asting 48 Point Number 1450, Northing L7L .56, Easting 48569. 4 Point Number 1451, Northin 66 57:26; l=asting 4g 78.7 Point Number 1452, Northin 76 35 . a ti g 4 5 73.77 Point Number 1453, Northi g 7 Point Number 1454, Northi g 7 6 48. ti Point Number 1455, Northi s i 557 .6 Point Number 1456, Northin�6 .44, sting 5 Point Number 1457, Northin 348 19 Easting 48 0 Point Number 1458, Northing _ 8.19, Easting 48 9 6 Point Number 1459, Northing 19, Easting 48549.0' Point Number 1460, Northing 76 stin -481 Point Number 1461, Northing 76635. tigg 8 Point Number 1462, Northing 766351.43, ling -4 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 HSI& 16 81 VSPiI-TOSap NE CVI> M1VIDSO4MP-O WiIsonMilleir OR: 4089 PG. 3896 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 766633.3, $613.388 Point Number 1841, Northingg 766 y� Point Number 1842, Northin 76 4 astin 48 Point Number 1843, Northing 7 06, Easting 486051. Point Number 1844, Northin 6671 Easti❑9.44.8_ 62.0 Point Number 1845, Northin 76 74�,; a i 486 84.34 Point Number 1846, North i g 7 Point Number 1847, North! g 7 6 53. ti Point Number 1848, North! 8 617 .5 Point Number 1849, Northin 6 .56, Easting 18 . Point Number 1850, Northin 723.06, Easting 48 0. 4 Point Number 1851, Northing 9.66, Easting 48 3 9 -� Point Number 1852, Northing $� 5, Easting 48626 . (� Point Number 1853, Northing 76 �4 sti Point Number 1854, Northing 7666 . I tiro .41 Point Number 1855, Northing 766 84.19, 948 351.88 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 Wffi V55eet ver on-roseorwe e]e1RSo4WP 0 p,. J W%lsonNiller° 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 767075.9 t g 03.87 Point Number 1887, Northing 7671 i 1 0 Point Number 1888, Northing 76i . asting 48 11'3 Point Number 1889, Northing (i 65, Easting 48640. 2 Point Number 1890, Northin 67 st!i 48R98.9 Point Number 1891, Northin 7 17 a ti -4 $695.03 Point Number 1892, Northi g 7 Point Number 1893, Northi g 7 7 19, 2, E sti Point Number 1894, Northi s 639 .0 (— Point Number 1895, Northi 7 .31, asting 639 . Point Number 1896, Northin 296.04, Easting 4 91 10 Point Number 1897, Northing 17.65, Easting 48 O Point Number 1898, Northing 7 53, Easting 48638 . Point Number 1899, Northing 76 stip 1 Point Number 1900, Northing 76741. ti" 15 Point Number 1901, Northing 767445.36, ting -48 388.15 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� i55Ba1 Vr. 011. To5BO 0]]1b:AtOlO-o M wi,son !nee OR: 4089 PG; 3098 New Din:egens In Planning, Design & Engineenng 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 r t3 81.53 Point Number 1933, Northing 7679 .5`011 ti] 5 Point Number 1934, Northing 76 asting 48 Point Number 1935, Northing 9 00, Easting 48573 . Point Number 1936, Northin 67 48 13.5 Point Number 1937, Northin 76 93 . a 6 g 4 5 98.28 Point Number 1938, North! g 7 Point Number 1939, Northi g 7 7 09. 3, stl Point Number 1940, Northi s, 566 .6 Point Number 1941, Northi 7 .88,E st! g 564 Point Number 1942, Northin f 846.56, Easting 4 " 40. 0 Point Number 1943, Northing 9.56, Easting 48 05 Point Number 1944, Northing 87, Easting 48563 . Point Number 1945, North ng 76 in '5 Point Number 1946, Northing 767790tir�g 6 . 1 Point Number 1947, Northing 767795.57, sung 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 stalA%6165291 VY.011-TOSBORNE Wi,sowilier. OR: 4009 PG; 3099 New Ofrwtians 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 768147.3 32.65 Point Number 1979, Northing 7681.PWT.a . 6 Point Number 1980, Northing76 , astim 48 Point Number 1981, Northin�Z ,75, Easting 48521. 6 Point Number 1982, Northin 68 4 22.4 Point Number 1983, Northin 76 24 . a ti g 4 5 39.47 Point Number 1984, Northi g 7 2 i Point Number 1985, Northi g 7 8 81. 6, sti Point Number 1986, Northi �- 7S, 524 .6 F, Point Number 1987, Northi 8 .56, sting 24 . Point Number 1988, Northin 324.06, Easting 4 25.7 Point Number 1989, Northing 0.87, Easting 48 71 tt�, Point Number 1990, Northing 87, Easting 48518 Point Number 1991, Northing 76 stir] 8 Point Number 1992, Northing 7683 .- ,tir`g .19 Point Number 1993, Northing 768347.87, ing 48 123.90 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 WIN 15 1 Vx.OWTOWB E =128 -O 12 wuSonmiller' OR, 4089 PG: 3900 New DIMCIIons In Planning, Design B 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 768849.1 36.19 Point Number 2025, Northing 7688 p Point Number 2026, Northing 76 asting 4 Point Number 2027, Northing , , .88, Easting 48467. a Point Number 2028, Northin 6$ s 'm 4 90.5 Point Number 2029, Northin 7 88 , a i g4 10.97 Point Number 2030, North g 7 8 Point Number 2031, North i 97 8 01. 1, E stI Point Number 2032, Northi a 10 spm 79 .6 Point Number 2033, Northi 89 i .81, Esti g 82 . Point Number 2034, Northin � 940.94, Easting 4 . 48. 2 Point Number 2035, Northing 71.50, Easting 4 Point Number 2036, Northing $J , 63, Easting 48482 . 3U Point Number 2037, Northing 76 1 stin 84 .1 Point Number 2038, Northing 7690 . .lug 8 3 Point Number 2039, Northing 769044.55, €astir 845.22 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 o � ,�, V,..On- rosaonne 13 6 INilsgeMiller New DiMCUMs 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�5rE 61.69 Point Number 2071, Northing 7690 7i[Ea t' �¢2 9 Point Number 2072, Northing 769 asting 4 Point Number 2073, Northing 7 90 .06, Easting 48456 . Point Number 2074, Northin 69 W.68; Easting 4 27, Point Number 2075, Northin 76 078`5!, a ti g4 4 86.66 Point Number 2076, Northi 7 • 0 . Point Number 2077, North! g7 9 98. 4, st71 Point Number 2078, North! 115 S6 1 2 Point Number 2079, Northin 9 .25, sting 1 . Point Number 2080, Northin 161.81, Easting 4 01. 9 Point Number 2081, Northing 5.81, Easting 4 31 Point Number 2082, Northing 13, Easting 48439 Point Number 2083, Northing 76 stin A Point Number 2084, Northing 76929a ;tir�gt�8 .�2 Point Number 2085, Northing 769325. 1,11, ing 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 Paint Number 2090, Northing 769440.50, Easting 484386.40 Paint 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 LV1VtOtG155e91 VV01I-T0SSp Ne 09313504010.-0 14 M OR: 4000 P%° 3001 WIISOjMmillee 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, 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 Ea's ,}}g, 7.62 Point Number 2117, Northing 7698 3astintj 03 Point Number 2118, Northing 76'Easting 4 Point Number 2119, Northing 57, Easting 484099. Point Number 2120, Northin 69 1"*9-ftsti[lg 44 100.0 Point Number 2121, Northin 76 94 . a t1 484 91.96 Point Number 2122, North' 7 9 Point Number 2123, Northi g 7 9 68. 8, tit 5 . Point Number 2124, Northi s 'h 04 2 Point Number 2125, Northin 9 .13, asting 04 . Point Number 2126, Northin t5 980.94, Easting 48 0. 5 Point Number 2127, Northing 93.00, Easting 4 1 Point Number 2128, Northing 0 0, Easting 48416 . Point Number 2129, Northing 77 €astinq 4841, 'S Point Number 2130, Northing7700 tti,7 Point Number 2131, Northing 770052.31, ng 282.74 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 BnE2eeS 155e91 Vx.O11.TO5e E 15 OR: 4009 PG, 3902 WilsQnMiller� 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 770191.68,.. $4 69.16 Point Number 2163, Northing 7701 6'3_ 'i . . 6 Point Number 2164, Northing 77 , asting 4 Point Number 2165, Northing 7 .75, Easting 48423 . Point Number 2166, Northin 70 .94 E -tin 4 14.7 Point Number 2167, Northin 77 11 a ti g 4 01.18 Point Number 2168, Northi g 7 in Point Number 2169, Northi g 7 0 28. 5, sti Point Number 2170, North! 5 sig '8415 .5 Point Number 2171, Northi .93, sting48416 Point Number 2172, North' n 196.75, Easting 48172.. 8 Point Number 2173, Northing 35.81, Easting 484't 5 8 . Point Number 2174, Northing 32, Easting 48419 Point Number 2175, Northing 77 astin 4 Point Number 2176, Northing 7703 i g 7 Point Number 2177, Northing 770349.68, t 07.96 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 ateradx tsseat vr. ou.toseo,we evu o33,z.e 16 EM WilsonMiller' NewDitudhons 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 Eastt 47.06 Point Number 2209, Northing 7710 Sasti� Point Number 1127, Northing 77 , 9 . Easting 4841% Containing 90.03 acres me Subject to easements of re Bearings are based on the County, Florida being Nort 8118'SbS ISSe6l VX.OII-TOSepINE 0 J CM 17 ` OR: 4089 PG: 3904 OF BEGINNING) Range 28 East, Collier Wilsomillee NeWDimfions In Planning, Oeslgn & Engineering OR: 4009 PG: 0905 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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4, 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1 6. THIS IMAGERY HAS NO B TECHNICAL STANDARDS OR NATIO A 1 7. VERTICAL ELEVATION C 1 EFFORT HAS BEEN MADE TO MINIMIZE 8. IN AREAS WHERE TALL ST LEAN TO OBSTRUCT FEATUI MINIMIZE THE EFFECT. AERIAL PHOTOGRAPHS HAVING TO MEET MINIMUM WILL CAUSE I -i IZO Tf SPLACEMENT. EVERY FFECT FOR CRIfSAICKED RES. IRI�S OR TREES TX TOSUBHS V11 � IN AN EFFORT TO 9, THISPR'�T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT PROV IN `. RIy AT. REF DATE 8-08-0 5627 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB -43 W10 155 1 V,.011 -TOS HE 03312SMda-0 18 N ftnMiller OR: 4089 PG: 3906 New Diieclions 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, Eastiqg;�4=92.¢3); Thence leaving said south line rt'0 %T�3" Wes Northing 766372.12, Easting 48.28) POINT OF Thence leaving said line in through 1723 inclusive) Point Number 1472, North i 6 7 1,( s 852 .1 Point Number 1473, North! .31, sti 52 Point Number 1474, Northin C 361.75, Easting 4 9310 Point Number 1475, Northing 76 52.69, Easting 48 .7 Point Number 1476, Northing f3 93, Easting 48515 . Point Number 1477, Northing 76 astin Point Number 1478, Northing 7663 I`ti 5 Point Number 1479, Northing 766324 1, Easting 4135095.03 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 to (Point Number 1471, vertices, (Points 1472 Offices strategically Located to serve our clients 600.649.4336 Naple&Volporate ON/ce 32p7 Bailey Lane, Suite 207. Naples, Florida 34105 . 239 649 4040 • Far 2J9 643 5716 arnaoos masse va on. cued wllsonmllier. com wu 1 Oamtz.soago-vWwc-zmea Q W/lronMnlerinc. —FL Lice LGCOOepe U Wi1sonMiller' OR: 4089 PG: 3907 DEW 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 t g 46.62 Point Number 1511, Northing 76M56, � g Point Number 1512, Northing 7, Easting 4 Point Number 1513, Northing 6 Easting 48470. 6 Point Number 1514, Northin 76 5'75; Eesti 4 683.2 Point Number 1515, Northi 7 31 a ti g 4 4 71.42 Point Number 1516, Northi g 7 Point Number 1517, North! g 6 97. 8, E s 4 Point Number 1518, North! 8 s 8458 . 1 — Point Number 1519, North! 6 .10, asting 5 3 Point Number 1520, Northin _ 266.00, Easting 4 07 Point Number 1521, Northing 6.38, Easting 4 5 O Point Number 1522, Northing 75, Easting 4844 1f Point Number 1523, Northing 76g Point Number 1524, Northing 76619. ,tib 66 Point Number 1525, Northing 766186.81, 'n 4370.31 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 eauaos ,seaea �« e,4-�,.u,o r� 2 Wilsonmiller° OR: 4009 PG: 3909 New Dimclions 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 766419.1 1 98.22 Point Number 1557, Northing 76641 0 Point Number 1558, Northing 7 Easting 4 Point Number 1559, Northing bc3 .04, Easting 48424. 5 Point Number 1560, Northin 761 3, Fastin 4 40.8 Point Number 1561, Northi 7 3 g 4 4 23.03 Point Number 1562, Northi g 7 s i Point Number 1563, Northi g 6 35. 1,E s Point Number 1564, Northi 6 �} ss n 8419 . Point Number 1565, Northi 6 18, sti g 18 Point Number 1566, Northin 6 293.75, Easting 4 8584 Point Number 1567, Northing 76.00, Easting 48 Point Number 1568, Northing lii2 92, Easting 48418 r Point Number 1569, Northing 76 stin Point Number 1570, Northing 7662 9 6`tti� � 32 Point Number 1571, Northing 766228.69, Eastfng-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 484225.29 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 BRYAf6r6LaBB vc on-GUNo W= ]i S WL MW- 287M 3 WilsojiMiller. 0R° 4089 PG. 3909 NOW 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 05.25 Point Number 1603, Northing 7657 4v4 3 Point Number 1604, Northing 76 iagst!354-Ml, Point Number 1605, Northing 6x48, Eastimg 48416. 4 Point Number 1606, Northin 65 04:69 E-astigg 484160.7 Point Number 1607, Northin 76 67Et`' a 6 g 4 49.43 Point Number 1608, North' g 7 i Point Number 1609, North; g 7 5 20. 9, E sti Point Number 1610, North' 6 S, 8413 .2 Point Number 1611, North' .68, sting 13 Point Number 1612, Northin 571.69, Easting 4 9. 2 Point Number 1613, Northing, 2.06, Easting 4 7 7 Point Number 1614, Northing 63, Easting 48412 . 9� Point Number 1615, Northing 76 stin ?Sl Point Number 1616, Northing 76552 . L ti g 5 Point Number 1617, Northing 765516.94, Easting 48 121.63 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, 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 errreas'seas w. on-cuan wu outzsw-aa vwwc ze,ea WilsdeMiller` 0R` 4089 PG. 3910 Now 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. 1 3 .22 Point Number 1649, Northing 7647 i. i Point Number 1650, Northing 7 Easting 483 Point Number 1651, Northing 6 @ 4.79, Easting 483844. 9 Point Number 1652, Northin 76 7111�:� I Easting-§3 32.4 Point Number 1653, Northi 7 46 t g483 17.91 Point Number 1654, Northi g 7 Point Number 1655, Northi g 7 4 18. 6, E�:tli n Point Number 1656, Northi f,E ti 377 .9 Point Number 1657, Northi 4 2.94JE-asting 769. 0 Point Number 1658, Northin 1 587.56, Easting 4 0 0 Point Number 1659, Northing 3.00, Easting 48 0 Point Number 1660, Northing 5 0, Easting 4837 , 8 Point Number 1661, Northing 76 sting Point Number 1662, Northing 76454. ,tib .12 Point Number 1663, Northing 764521.25, 'no 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 aR .1seaeo Vie,.. norm W 31YSe1N6.FK 287W M WilsdnMiller' OR: 4089 PG: 3911 NewlYwHons In Planning, Design & Engineenng 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 Point Number 1695, Northing 763756 1 ing 15.75 dg, 3 Point Number 1696, Northing7 Easting48_3 Point Number 1697, Northing 76 6/17, Easting 48355 . Point Number 1698, Northin 76 5 0. Easf 4 542.1 Point Number 1699, North! 7 5, a t! g 4 3 27.62 Point Number 1700, North! g 7 18; 5 ! 3 Point Number 1701, Northi g 3 78. 2, E stin Point Number 1702, Northi 5 sting 8349. 1 �. Point Number 1703, Northi .75, asting 434 8 Point Number 1704, Northi n 391.63, Easting 4 59 69 Point Number 1705, Northing 75.44, Easting 48 O Point Number 1706, Northing 06, Easting 4834 Point Number 1707, Northing 76 stir 8 1" . Point Number 1708, Northing 763 IN .31 Point Number 1709, Northing 763349. 57, .ng 53368.31 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°1918" West, 25.59 feet to the west line of the aforementioned Section 33 (Point Number 1724, Northing 763606.74, Easting 482781.03) mzv VWee vx oil-GUNO oa312saowvwatc-2e783 WiilsonMiller . OR; 4089 PG 3912 NOW Directions In Planning, Design & Engineering Thence along said west line North 0028'14" 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;-La�tinzg 483102.69 Point Number 1734, Northing 7641,75. 8`1_�,4sttii 4M0 2:CZ3 Point Number 1735, Northing 76404-,Z, Easting 483t1�5 65, Point Number 1736, Northing 7ti4243.94, Easting 482926 8 Point Number 1737, Northinq�76 58:12; Easting 412883.6 Point Number 1738, Northing 7 42,156 2 l asting 4 2 73.62 \ Point Number 1739, Northi �{g 7 4256{ s(ing 2 O�50j tl Point Number 1740, Northiing 7 4 48. �6,IIE stpn z 1� Point Number 1741, Northing--.�4 �9§cOQ,}img8285.10 I Point Number 1742, Northi6,7 , 4108.94, Easting 4aQ2824 48 r 'I �, -i Thence North 23°19'18" Wes 9 feet to the wesfifi7ey f 1He dforementioned Section 33 (Point Number 1743, Northing'g39$2`28, Easting 4827T7.7, 91)'.� Thence along said west line North Ol?°2 �'j West, - _.- 6 feet 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 arzarzoos. iaaeea ve<on. curio wu oaiizsa� vwwc-zazea 0 U WiIsonmiller° OR: 4089 Pc: 3913 New Directions In Planning, Design & Eninneenng 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 766310.7,5 i g 19.85 Point Number 1773, Northing 76 fir] 2 Point Number 1774, Northing 7 6, Easting 48 Q!1 Point Number 1775, Northing 4 31, Easting 48420. 1 Point Number 1776, Northin 76 5q:.38, Eesti 4 14.7 Point Number 1777, Northin 7 6 a t' 4 0.43 Point Number 1778, North; g 7 6 sti Point Number 1779, Northi g 6 18 3, E st1 Point Number 1780, Northi 6 5 s ljih 8467 .4 (- Point Number 1781, North; 6 18, asting 72 Point Number 1782, Northin 801.06, Easting 4 ''064 81 Point Number 1783, Northing 91.43, Easting 4 0 Point Number 1784, Northing 41, Easting 48490 r Point Number 1785, North;ng 76 Easting 4114 Point Number 1786, Northing 7667 i .81 Point Number 1787, Northing 766706.98, s .A 097.53 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 BR3YIWS 168089 Ver.O1FGlAnG rNu 0211D504010. W/RN.29IBI WilsonMiller OR; 4089 PG. 3914 New Oirectlons In Planning, Design & Englneering 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; s Containing 51.37 acres more or le '-_ �R C Subject to easements of record. Bearings are based on the no fl rrj®j of Se County, Florida being North 9°0,0`weask\._ M , C7 a errarzros. ,wase yr on-Gw 9 G W312-801 M0. MW(. Ie1N South, Range 28 East, Collier WilsonMiller" New Directions In Planting Design & Engineering OR: 4069 FG: 3915 SSA 7 LANDS: THOSE LANDS DESCRIBED IN STEWARDSHIP SENDING AREA 7 OF THE STEWARDSHIP EASEMENT AGREEMENT EXHIBIT "A" (WILSONMILLER DRAWING NUMBER 21-1-99 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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 41: 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5- 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED/1" 6. THIS IMAGERY HAS NO B TECHNICAL STANDARDS OR NATI NAIL p 7. VERTICAL ELEVATION N (( EFFORT HAS l BEEN MADE TO MINIMIZ ` 8. IN AREAS WHERE TALL S -h LEAN TO OBSTRUCT FEATUE MINIMIZE THE EFFECT. 9. THIS PROD IS SIMILAR IN PRO IN /ADD RMAT. NOTP.A86il,64 CERTIFICATE" REF 24'-99 e„ ercveaca's vr. on-G�D w W�. ze,I LS # IUN5.FROM AERIAL PHOTOGRAPHS HAVING 4_;rJ--�W\ EFFECT FOR CRf SURES OR TREES TJ�I TO MEET MINIMUM EVERY IN AN EFFORT TO ENLARGEMENTS, EXCEPT DATE 8-08-05 _D ENGINEERS AND LAND SURVEYORS. TURE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL OF SUBJECT LANDS. ION # LB -43 10 CO WIISOWilleir 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) OR; 4009 PG: 3910 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 88059'47" 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°5947" East 777.69 feet to (Point Number 576, Northing 771184.10, Easting 489279.86) Thence leaving said line in straight -Ilse a tiRh(o ollowing vertices, (Points 577 through 579 inclusive) 7, --` 1 ., Point Number 577, Northing 772 b°51, Easting 489264.73 Point Number 578, Northing 77 5491 as n 490582,'% Point Number 579, Northing Thence along the east line of e)?ei-A'reser dlp� on said north line of said Secti (Point Number 580, Thence along the north line of ction 27 North 8804 Northing 771225.17, Easting 49 Thence leaving said line in straigh nr ments through & 573 inclusive) Point Number 582, Northing 772567.63, Eastin 1v57"-6 Point Number 583, Northing 772573.53, Easting 491909.42 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 HER IN ER REFERRED TO AS 7g7ER REFERRED TO T ' B" 'East, 1342.58 feet to a point 20, Easting 491261.54) .09 feet to (Point Number 581, �g vertices, (Points 582 through 631 HEREINAFTER REFERRED TO AS POINT "C" HEREINAFTER REFERRED TO AS POINT "D" Offices atral09lcal1y located to serve our clients 600.649.4336 Napla&Vurperale Office 3200 B311ey Lane, SuRe 2017 • Naples Floods 34105 . 239649.4040 • Fax 239.643.5716 wllsonmlllei cam 1SWQ Ver.0,1-TL150pRNE a -o 1 W11SO M1116000—FL1/C.1LC-0000ll0 Wilsdel meir OR: 4089 PG: 3917 New Directions In Planning, Design & fngineiving 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 Point Number 609, Northing 771046.70, Easting 49Q113.80 Point Number 610, Northing 771086.23, Easting 489995.17 Point Number 611, Northing 771125.77, East 815.06 Point Number 612, Northing 771130.16 _ stir{ jt$9@ Point Number 613, Northing 77114'71 ng�89503 Point Number 614, Northing 7711ga. asting 489362.54 Point Number 615, Northing 771135. Easting 489340.85 Point Number 616, Northing 771119 astin 489311.. Point Number 617, Northing 7 091 .86, Mas 47.00 Point Number 618, Northing 7p09 y7 st p 4@9'� 08; HEREINAFTER REFERRED TO AS POINT "F" REFERRED TO Point Number 619, Northing 7@gtig 4 3 63 Point Number 620, Northing 7 0 , astI 48 1 Point Number 621, Northing 7 .98, Easting 489060. J Point Number 622, Northing 77 2, Easting 488917. Point Number 623, Northing 770 2�2 Easting 488903.8 J Point Number 624, Northing 7707 113, a ting 488901.24 Point Number 625, Northing 770769 a I 48885 Point Number 626, Northing 770790.89, i� Point Number 627, Northing 770840.60, Easting 7 .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 531, Northing 771160.59, Easting 488498.86 Point Number 573, Northing 771170.47, Easting 488502.29 (POINT OF BEGINNING) HEREINAFTER REFERRED TO AS POINT "H" Yt.'YlOY 155 Vx Oil- T�NE u, MQSDf-016 - D G WilsonNiller0 OR: 4089 PG: 8918 NOW Directions In Planning, Design A 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 88059'47" East, 544.11 feet to (Point Number 573, Northing 771170.47, Easting 488502.29); Thence continue along said north line North 88059'47" East 777.69 feet to (Point Number 576, Northing 771184.10, Easting 489279.86) Thence leaving said north line North 00038'44" East 1342.51 feet to (Point Number 577, Northing 772526.52, Easting 489264.73); Thence along the north line of Parcel B North 88059'17" East 827.19 feet to the POINT OF BEGINNING (Point Number 2230, Northing 772541.14, Easting4900Q2,51); Thence continue along the north 472.26 feet to Point Number 223 Thence leaving said line in 2250 & 2230 inclusive) described North 88059'17" East (Points 2232 through Point Number 2232, Northing 72 7 9, a t ng'45� Point Number 2233, Northing 7 6. 3, a In 4 5 98 Point Number 2234, Northing 2 98 �e Point Number 2235, Northing 3.64, Easting 49057 3 Point Number 2236, Northing 7 12, Easting 49054 . Q Point Number 2237, Northing 77 Easting 490509. 6 (� Point Number 2238, Northing 772 asting 490443.11 Point Number 2239, Northing 77237. ingg9036 Point Number 2240, Northing 772310.0 , sti Point Number 2241, Northing 772267.24, Eas i 029 .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, u azveooa isseaz v�o�i.roseoarre cw asa,zsw.wa. o Wilsonmillers Now Directions In Planning, Design & Engineering PARCEL B2 OR: 4089 FIG: 3919 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 460989.85 Point Number 2282, Northing 772267.24, Easti g-490 84 Point Number 2283, Northing 772352.82f 9c 9 Point Number 2284, NorthiPOI ng 772476 ing 4810 Point Number 2285, Northing 7725 asting 491024.9 Point Number 2286, Northing 77 5 .�0, Easting 491029.71 Thence along the north line of hef nti th ' Parcel North 88°58'31" East 2 9.6 f t t Pin N. b' (POINT OF BEGINNING) Containing 3.03 acres more or fi SNE CTR eIYYNLF ISM V.011-TOSBOgNE m i swan o 4 of the herein described 31.73, Easting 491249.29); Wilsonmillee New Directions In Planning, Design & Engineering PARCEL B3 0R. 4009 PG: 391.,0 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, Ea�gA9087L Point Number 2269, Northing 771891.66 a t Point Number 2270, Northing 771935. 31i 4y�7Point Number 2271, Northing 772q��5.�� asting 49075 Point Number 2272, Northing 77 2�" ,Easting 49075 Point Number 2273, Northing 7 0 Was gA9 Point Number 2274, Northin 7 20 0.aa_ t nom} 0080Point Number 2262, Northing 72Point Number 2275, Northing QR9 3, a ink 4OE9EGINNING) Containing 0.66 acres more COMMENCING at the 491249.29) fr\— PARCEL ow 772561.73, Easting 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 00031'22" 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 0/2Y 155002 Vx 011 TOSBl cull ovtzsaa.a"-o WVIS& ille, 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, Easting 491920.69); Thence along the south line of the aforementioned Parcel B the following (2) two courses & distances; 1) South 70039'09" West 120.70 feet to (Point Number 585, Northing 771291.04, Easting 491800.20) 2) North 67025'28" West 34.57 feet to (Point Number 2287, Northing 771304.32, Easting 491768.27) Thence leaving said south line in straight-line se is through the following vertices, (Points 2288 through 2292 inclusive) Point Number 2288, Northing Point Number 2289, Northing Point Number 2290, Northing Point Number 2291, Northing Point Number 2292, Northing Thence along the east line of POINT OF BEGINNING (Pair Containing 0.32 acres more Easting 491831.35 %PT PARCEL 86BEGINNING at the aforemention� t�lt � 491693.64); 10° 1'1 "East 116.49 feet to the Ea n 491920.69) /l0� V/ Northing 770335.17, Easting Thence along the south line of the aforementioned Parcel B the following (3) three courses & distances; 1) South 85036112" West 214.06 feet to (Point Number 593, Northing 770318.76, Easting 491480.21) 2) South 76030'04" West 140.60 feet to (Point Number 594, Northing 770285.95, Easting 491343.49) 3) South 55025'24" 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 wW12 w o-.0 6 Wilsonmiller1 New Directions In Planning, Design & Eagineering 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 OR: 4089 PIG: 3922 Thence along the east line of the aforementioned Parcel 8 South 33026'12" 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 afor tSj1 aree 1 042'47" East 81.17 feet to (Point Number 2323, Northing 770550.24 491055.16) PO EGINNING; Thence leaving said west line In trai - Ine'seg thr gh th foil Ing vertices, (Points 2324 through 2326 inclusive) Point Number 2324, Northing 7 4. 5, s m 4 0 .1 Point Number 2325, Northing 70 5. 6, s in 4 0 .18 Point Number 2326, Northing 0�1 0 .99 Thence along the west line of lh ementtoned Parcel e f II (3) three courses & distances; 1) North 40°39'18" West 25. a of Number 596, 1 770203.08, Easting 491077.35) 2) North 05°53'55" West 161.6 t ( 1 um r-6 Ing 770363.89, Easting 491060.73) 3) North 01042'47" West 186.43 fe o' u 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 59055'07" West 35.81 feet to (Point Number 599, Northing 770613.42, Easting 491021.75) 2) South 59055'10" West 63.45 feet to (Point Number 2376, Northing 770581 .62, Easting 490966.84) POINT OF BEGINNING U BYeVtOp6 16ee8i Vx 01FTOS9giNE VMl W311SOLg6.O 7 r�� INilsonmilleir OR: 4089 PG; 3923 No IVDiraelions In Planning, Design & Engineering Thence continue along said south line the following (2) two courses & distances 1) South 59055'10" West 13.69 feet to (Point Number 600, Northing 770574.76, Easting 490954.99) 2) South 75018'59" West 79.36 feet to (Point Number 601, Northing 770554.64, Easting 490878.23) Thence leaving said south line North 73004'01" 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 69 COMMENCING at the aforementioned POINT E (Paint Number 598, Northing 770631.37, Easting 491052.73) Thence North 00002'35" East 97.34 feet t `�ot�lu(fi1 Northing 770728.71, Easting 491052.81) POINT OF BEGINNING; , l t*lu A ' Thence leaving said line in 2370 & 2328 inclusive) through the fdf8 wln%vertices, (Points 2329 through Point Number 2329, Northing 707 a , I Point Number 2330, Northing 70 5. 3` as in 4 0 .9 Point Number 2331, Northing 70 7. 6, sin 4 0 .03 Point Number 2332, Northing .0 t.49 Point Number 2333, Northing 4.93, Easting 49 11 090 Point Number 2334, Northing 7 08 93, Easting 490838, Point Number 2335, Northing 77Easting 490785. Point Number 2336, Northing 770 asting 490724.46 Point Number 2337, Northing 77070 a ting 4906 Point Number 2338, Northing 770730.3 , stkj A9U66 Point Number 2339, Northing 770787.49, E fig+F9g�4 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 V3N[MS f55�2 VE,:OtI-tOSBORNE fNla 0]]IDSO4gb0 EG wimisOnMiner' 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 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 C PARCEI r COMMENCING at the aforem 490258.77) Thence North 44045'14" West 490110.31) POINT OF BEGIN Thence leaving said line in str�rggA lin6ergrneWsArbu h the 2427 & 2385 inclusive) `[ , Point Number 2386, Northing 77 �ti 53, Easting 490048.34 Point Number 2387, Northing 771 Fasting 489962.93 Point Number 2368, Northing 77124 tia 4p_ 89929a Point Number 2389, Northing 771306.8 , 1, Point Point Number 2390, Northing 771382.95, Eas 'ng -4S 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 48$611.11 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 U lssen v«: 011.70saopHe W.1' 12-:q{ -0 771033.52, Easting 771183.27, Easting (Points 2385 through {IVilsonNiller Now Dimitions In Planning, Design & Engineering Point Number 2408, Northing 771962.97, Easting 489958,17 Point Number 2409, Northing 771939.20, Easting 400005.71 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, Eastin 490357.53 Point Number 2424, Northing 771335.41, Point Number 2425, Northing 771264.; Point Number 2426, Northing 7712 ip, sting 490267. Point Number 2427, Northing 771 8 Easting 490186.38 Point Number 2385, Northing 77A 18 . Easting 490110.31 Containing 11.98 acres more COMMENCING at the aforem ro ed POINT G (Paint t5 489142.88) Thence along the south line of th mentioned Parcel Number 2439, Easting 770910.86, VXg,489147.00) Pt Thence leaving said line in straight-line 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 OR: 4099 PG, 3929 BEGINNING 770901.72, Easting East 10.03 feet to (Point vertices, (Points 2440 through 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 6'lY3M` 155BpP Vv. 011-TiWIOR E M4 o�z-spa-e 10 0 WilsonMiller" Now Directions In Planning, Design & Engineering PARCEL B12 OR; 4089 RG; 3926 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 43005'32" West 106.74 feet to (Point Number 621, Northing 770815.98, Easting 489060.69) 3) South 66030'37" West 166.45 feet to (Point Number 622, Northing 770753.62, Easting 488917.21) 4) North 57°1'18" West 15p. t* (tto'n tuber 623, Northing 770762.23, Easting 488903.80 /� At - Thence leaving said south line in rtai 't -line segments through a f\o lowing vertices, (Points 2445 through 2446 & 619 inclusive) Point Number 2445, Northing 07 7 t 4 Point Number 2446, Northing 70 44. 0, s in 8 Point Number 619, Northing 7 088 .4 , E sti g 8 3 . P 1 O EB GINNING Containing 0.09 acres more or els T, rl�r PARCEL B:i , Commencing at the aforementioned 1 Dint Nu b 6 � orthing 771170.47, Easting 488502.29) 14r +zR Thence along the north line of the aforementioned Parcel B North 88059'47" 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 88059'47" 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 flrl12lV5iS`BR Vv. %LT0590RNE ma,aso�wd.n U 11 Wilsonmineir OR: 4089 PG: 3927 Now 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, Florida being North 89°00'45" East. au,zswu,a � o Township 46 South, Range 28 East, Collier County, 12 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 136:0.47 PARCEL 137:0.08 PARCEL B8:0.003 PARCEL 139:5.40 PARCEL B10: 11.98 PARCEL B11: 0.09 PARCEL B12: 0.09 PARCEL B13:1.96 NET ACREAGE: 75.64 WilsonMiller OR: 4089 PIG: 3928 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 21-1-99 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 89000'45"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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4, 2. NEGATIVE SCALE: 1:36000 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 1"=500' 5. SCALE NOT TO EXCEED 1"= 6. THIS IMAGERY HAS NO B E TECHNICAL STANDAR S 7. VERTICAL ELEVATION HA EFFORT HAS BEEN M 8. IN AREAS WHERE TALL I EXPOSURES WERE MO 9. THIS PROD IS SIMILA PROVIDED N A IGITAL F I m 0. LS # 5627 FROM AERIAL PHOTOGRAPHS HAVING TO MEET MINIMUM gAIJ ERI TA DI PLACEMENT. EVERY I' IZ�FYi FEC, R 'CAL FEATURES. RES OR TRE LEA T TRUCT FEATURES, IN AN EFFORT M I HE EFFECT. CURACY TO RE 11 LARGEMENTS.EXCEPT T DATE 8-08-05 :D ENGINEERS AND LAND SURVEYORS. TUBE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL NOT BA$110MY OF SUBJECT LANDS. CJ 2ATION # LB -43 REF vzarzaos �sseaz vr. ou.Toseonne 13 autasawa-o Wilsonmillelr oA; 4089 PG; 3929 Now OiMCgons 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 71036'54 t-96,645_1eet to the POINT OF BEGINNING; (Point Number 2502, Northing 763874.12, §t39Fri Thence leaving said line in str ' Nayne segments throu-XtF�e Ilowing vertices, (Points 2503 through 2524 & 2594 through 82 &-2850-through 3330 in�lusi .1 Point Number 2503, Northi 76395 5 s i Point Number 2504, North! g 7 4006 a ti 3 Point Number 2505, North! Oi¢1 tiff 374 .5 Point Number 2506, Northin 0 2, ! 74 . Point Number 2507, Northin 087.38, East! ng 48 8. 5 Point Number 2508, Northing 5.62, Easting 4 6 O Point Number 2509, Northing 16 49, Easting 48379 3U Point Number 2510, Northing 76l� C� asting 48,3 Point Number 2511, Northing 7642 rif 11 941 Point Number 2512, Northing 764235.3 ating 42 83.28 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 Point Number 2594, Northing 765051.32, Easting 484012.37 AS POINT "A" 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 Boo. 649.4396 Nap/eaLOorporale ON/Cc 3200 Balley tang, Suite 2W • Nguies, Flonda 34105. 239 649 4040 • Fax 239 643 5716 errartao- twee, ver ourosea"rE wilaaami//ar.com �taswoau. 0 1 W1I809401180 c. — FL LI6.r LC -C000170 GPo WilsonmillerI OR: 4089 PG: 3930 New Directions In Planting. tleslgn & 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 765783.1�t48mr 4 25.88 Point Number 2612, NO 7658 -fil t" up 9 Point Number 2613, Northing 76 asting 4 Point Number 2614, Northing 7 .43, Easting 48430 . Point Number 2615, Northing 65 O; E stin 4 334.2 Point Number 2616, Northin 76 97 . a I g4 56.06 Point Number 2617, North' 7 19 s In Point Number 2618, Northi g 7 19. ti � , Point Number 2619, North! 1 st�' 39 .0 Point Number 2620, Northi 6II 00, E ti 440 . Point Number 2621, Nor' n 105.17, Easting 4 00, 3 Point Number 2622, Northing 1.93, Easting 48 05 Point Number 2623, Northing 93, Easting 48440 . Point Number 2624, Northing 76asting_4� Point Number 2625, Northing 7661 , ting 4, . 5 Point Number 2626, Northing 766180.19 Ea ing- 4 14.28 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 B'lYY.4f 115%8 Yx. 011-TOSBORNE W1i OA13.508010.-0 V WIISOnMiller° OR: 4089 PG: 3931 New Directions In Planning, Design & Eng/neenng 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, Eastimg 485308.63 Point Number 2657, Northing 766345.94 in 8 343.37 Point Number 2658, North ng 7663 iia¢ . 2 Point Number 2659, Northing 76 astimg 4 Point Number 2660, Northing 7 25, Easting 48538 . Point Number 2661, Northing 66 stun 48 09.5 Point Number 2662, Northin 76 33 . as' . g 4 29.91 Point Number 2663, North! 7 7 1 Point Number 2664, Northi g 7 3. sti 5 Point Number 2665, North! 1 s ' 550 .9 Point Number 2666, Northi .7 ti 5 Point Number 2667, Northin , 331.20, Easting 48 0. 9 Point Number 2668, Northing 33.00, Easting 4 76 Point Number 2669, Northing 62, Easting 48561 2L Point Number 2670, Northing 76 Ii Ig 4 56 Point Number 2671, Northing 7663 tip g 6 Point Number 2672, Northing 766341. �36�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 485886.78 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 BRY30.1S 155060 VI. Oil TO5 NE oaa12-soFwo-o WilsonMiner- OR: 4089 PG: 3932 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 Ee 48 99.36 Point Number 2704, Northing 7662 . , i -ate . 6 Point Number 2705, Northing 76 , asting 4 Point Number 2706, Northing 7 .12, Easting 48645 . Point Number 2707, Northing�/66 1�31— stin 48 430.9 Point Number 2708, Northin 76 19i°0 , as ' g 4-8 07.01 Point Number 2709, No 7 s 'n Point Number 2710, Northi g 7 11 7. a s2 6 Point Number 2711, Northi 1 0 Q\ t 632 1 Point Number 2712, Northin 6 .88, ti 29 . Point Number 2713, Northin 111.48, Easting 48 8. 9 Point Number 2714, Northing 0.06, Easting 48 7 Q Point Number 2715, Northing 67' Easting 48620 U Point Number 2716, Northing 76 asting 4$fi 11 . Point Number 2717, Northing 7660 Point Number 2718, Northing 766070.7 !V 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 Paint 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 a,y ,� -,asap av,:.so.oa-a U�O 4 WiisonMiner° 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, Eastimg 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, Eastimg 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, sti 48 13.29 Point Number 2750, Northing 76521.1.85, h14i5 Point Number 2751, Northing 76 1`I Easting 4 Point Number 2752, Northing 76 .64, Easting 48619 . Point Number 2753, Northing 65 1t,.G7- stirs 48 197.5 Point Number 2754, Northincj 76 098'1 as8 96.26 Point Number 2755, Northi f. 7 is in Point Number 2756, North! g 7 1. ti 6 Paint Number 2757, Northi 0 t' 620 5 Point Number 2758, Northin .69, i g 20 . Point Number 2759, Northin 019.91, Easting 48 07. 3� Point Number 2760, Northing 95.12, Easting 4 910 Point Number 2761, Northing 90, Easting 48620 Point Number 2762, Northing 76 astmg 48 Point Number 2763, Northing 7649 i Point Number 2764, Northing 764917.3 , it 834.25 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 W1YtClC ,SSM VN. Oil ro$90R1.c 5 oC�,o Wilso.7miner OR: 4089 PG: 3934 Now Oimctions In Planning. Oaglgn & Enginrenng 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,,E -a n y 86Q11.89 Point Number 2796, Northing 76489 .02Z n 2 Point Number 2797, Northing 7�`; asting 4 Point Number 2798, Northing 7 39, Easting 48684 . Point Number 2799, Northing 644 ; stip 48Q889.4 Point Number 2800, Northin 76 89 . as i 16.68 Point Number 2801, Northin 7 in Point Number 2802, Northi g 7 5. a ti 6 5 . Point Number 2803, Northi 8 5 ti 696 0 Point Number 2804, Northin 61, I 98 Point Number 2805, Northin 855.79, Easting 48 997. 9 D Point Number 2806, Northing t}�80.68, Easting 48689 Q Point Number 2807, Northing Q�, 865 08, Easting 48700 U Point Number 2808, Northing 76496 asting 48 I Point Number 2809, Northing 7649 _m- 7Q1 1 Point Number 2810, Northing 764900.05E 38.02 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 6 O OJII2301M6 - 0 WiIsonmiller° OR, 4089 °e 3935 New Dwedions 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 764831.9-E_asti 48 22.14 Point Number 2870, Northing 7647 6�tiZ 7 Point Number 2871, Northing 76 asting 487 Point Number 2872, Northing 7 .31, Easting 48754 . Point Number 2873, Northing 64 stin 48 45.1 Point Number 2874, Northin 76 73 . a ti g 4 38.75 Point Number 2875, North! 7 tiro Point Number 2876, Northi g 7 4 17. st 7 Point Number 2877, North! 3 !, S' 749 .9 Point Number 2878, Northin 473 .88, sti 748 . Point Number 2879, Northin t, 741.93, Easting 4 72.9 Point Number 2880, Northing 3.81, Easting 48 31 0 Point Number 2881, Northing 47 19, Easting 48743. Point Number 2882, Northing 76 astin 4 _ s Point Number 2883, Northing 7647 tir#g 4 Point Number 2884, Northing 764704.19, �9- 426.13 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 NLYAY.G 1556 Vx 011 TOSW0 E 01313 504MP � 0 1 CA Wils6nmiller' OR; 4089 PG: 3936 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 764364.2 � 21.81 Point Number 2916, Northing 7643 9 Point Number 2917, Northing 761 0.0 asting 4 Point Number 2918, Northing 69, Easting 48734 . Point Number 2919, Northin 6 Ifr.00 stin 4 315.9 Point Number 2920, Northin 7 181 a i g4 7 92.19 Point Number 2921, North i g 7 i Point Number 2922, Northi I g 7 4 70: 3, E st Point Number 2923, Northi s n 725 .6 Point Number 2924, Northi 28, sti g 724 Point Number 2925, Northin6 141.62, Easting 4 19 3 Point Number 2926, Northing 18.25, Easting 48 7 Point Number 2927, Northing 49, Easting 48716.71 Point Number 2928, Northing 76 asting 487 Point Number 2929, Northing 7640 5sting 4�1 6 Point Number 2930, Northing 764021.07, sting4 079.00 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'YY1�5-115903 Vx011-708 NE O 033Qsaao.0 V Wiisonminer° OR; 4089 PG; 3937 Now 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 763851.3 06.85 Point Number 2962, Northing 7638 . 41 461 0 Point Number 2963, Northing 76 asting 4 Point Number 2964, Northing? .35, Easting 48610 Point Number 2965, Northin 6 sti 4 082.6 Point Number 2966, Northin 7 a 6 60.47 Point Number 2967, Northi g 7 s i6 Point Number 2968, Northi g 7 3.63. 1, E st1 g Point Number 2969, North! 3 1 sin 607 .0 Point Number 2970, Northi .78, sti: 0 Point Number 2971, Northin6 581.91, Easting 4 76. 6 Point Number 2972, Northing 64.70, Easting 48 0 / Point Number 2973, Northing 85, Easting 48604 . Point Number 2974, Northing 76__ast��in�4 6 Point Number 2975, Northing 7635 7 tiv 3 Point Number 2976, Northing 763613.98, sting 48 986.77 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 B212R615 Ver. e11-TOSeOFNE W911501p0.-e WilsonMiner" OR: 4089 PG: 3938 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 764151.4 $6 73.28 Point Number 3008, Northing 7641 Sr I t' P . Point Number 3009, Northing 7 Easting 4 Point Number 3010, Northing 7 .64, Easting 48621 . Point Number 3011, Northing 64 .. I Eastin9�48 17.9 Point Number 3012, Northin 76 29g anti 94 46.22 Point Number 3013, Northi 7 2 astin Point Number 3014, North] g 7 4 89. 3, esti rr 6 Point Number 3015, Northi 3 s ih 636 3 Point Number 3016, Northin 4 .79,sti 39 . v� Point Number 3017, Northin ,f 243.72, Easting 48 3. 9 Point Number 3018, Northing 8.96, Easting 48 6 Point Number 3019, Northing i85 91, Easting 48649 0� Point Number 3020, Northing 76 astin 4 .6 Point Number 3021, Northing 7641 ung a 7 Point Number 3022, Northing 764087.49, i 86f; 2.79 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 d2YfWS 100 Vr O11 -TOSS E O3918S"4 -O O 10 WI-ISOnMiller` 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, 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 Fastin 6457.80 Point Number 3054, Northing7646 ® 9 Point Number 3055, Northing 76 asting Point Number 3056, Northing 7 8, Easting 48633 . Point Number 3057, Northing 64. stin 48 342.1 Point Number 3058, Northin 7 9 , asf g 27.40 Point Number 3059, Northin 7 s�in Point Number 3060 Northi g 7 1. tier 6 Point Number 3061, Northi 17 t'hh 627 0 E Point Number 3062, Northin .63, i 25 . Point Number 3063, Northin 76, 370.42, Easting 48 21. 2 Point Number 3064, Northing56.88, Easting 4 7 lo Point Number 3065, Northing � 3 35, Easting 48617 V Point Number 3066, Northing 76 ® asting 48 1 Point Number 3067, Northing 7644 (T I�G.11; . 0 Point Number 3068, Northing 764426.0 , ti 6072.16 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 11 wusonminer, Otte 4089 PG: 3940 New Directions In Planning, 0esign & 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 -Eastin -48 930.56 Point Number 3100, Northing 7635 0, i AD 17 Point Number 3101, Northing 766 asting Point Number 3102, Northing 7 Easting 48592 . Point Number 3103, Northing 63 5:90, sting 485921. Point Number 3104, Northin 76 53 . as g 21.54 Point Number 3105, Northin 7 5 sh�in Point Number 3106, Northi g 7 3. tiq 5 Point Number 3107, Northi 5. t{fel 90 4 Point Number 3108, Northin . 1, s i g 4 589 . Point Number 3109, Northin 66.25, Easting 48 85. 9 j Point Number 3110, Northing 59.00, Easting 4 5 Q Point Number 3111, Northing 68, Fasting 48584 Point Number 3112, Northing 76 asting 48 Point Number 3113, Northing 7633 Point Number 3114, Northing 763346.6 ti 11.03 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 90Y OOS 15YW Vr.01LTO5BOPMF Walz-sw-No--o 12 IrlsonMillers 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 stipg-4 811.03 Point Number 3146, Northing 76258 , 9 i$ 5 Point Number 3147, Northing 76 , as in 43 Point Number 3148, Northing 7 .50, Easting 48583 Point Number 3149, Northing 62 0:06; Easting 48 836.4 Point Number 3150, Northin 76 48 . as ` g 48 38.19 Point Number 3151, Northin 7 s in Point Number 3152, Northi g 7 9. t! 5 Point Number 3153, North! 3 t}}'h 586 7 Point Number 3154, Northin 82, sfi 87 Point Number 3155, Northin „ 436.38, Easting 48 Point Number 3156, Northing .69, Easting 4 11 7 Point Number 3157, Northing 57, Easting 48592 2c Point Number 3158, Northing 7627 7 asting 48 9 Point Number 3159, Northing 7624 ?T r g Point Number 3160, Northing 762438.0 Y 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 dN1U61. W,. Oil. TOSBOfUIE 13 WilsonMiner° OR; 4089 PG: 39.42 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, Eastlhg 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 tib 041.16 Point Number 3192, Northing 762 i (�.80 12 Point Number 3193, Northing 76 asting 4864 Point Number 3194, Northing 7 .19, Easting 48606 Point Number 3195, Northing 62 stin 486095.4 Point Number 3196, Northin76 48 . a ' g 6 28.04 Point Number 3197, North! 7 ti Point Number 3198, North! g 7 2 36. 4, E st 6 Point Number 3199, North! 51 E s rM 8619 .8 Point Number 3200, North! 1 sti 62 Point Number 3201, Northin 611.25, East!mg 4 33. 0 Point Number 3202, Northing�38.38, Easting 4 21 Northing Point Number 3203, .44, Easting 4862 Point Number 3204, Northing 76asting 4 fy Point Number 3205, Northing 7626 44ig .f;9 Point Number 3206, Northing 762701.8 ti�312.81 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 orzveacs tsseea vr. ati.roseon� witasosaa.n 14 WilsoiMiller- OR: 4089 PG`a 3943 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, Northing762582:6 a i - 59.34 PUY oint Number 3238, Northing 7625 Point Number 3239, Northing 76 asting 4 Point Number 3240, Northing 724 .82, Easting 48677 . Point Number 3241, Northing 62 .62 stin 48 745.6 Point Number 3242, Northin 76 41 asti g 6 29.22 Point Number 3243, North 7 in 8 8 Point Number 3244, Northi g 7 3. 2, E stin 6 Point Number 3245, Northi 0 s ' 668 .4 Point Number 3246, Northin 3 .74, ti 6 . �v Point Number 3247, Northin 330.89, Easting 4 51.3 Point Number 3248, Northing 10.22, Easting 4t#6 65 O Point Number 3249, Northing 25, Easting 48659 . 1� Point Number 3250, Northing 76 asting 4 Point Number 3251, Northing 7621 2 tg 7 Point Number 3252, Northing 762180.0 �§ 48 86.05 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 v�rews,ssem ver, onroseonne M: -sow -e 15 Cp0 Wi ionminer® OR: 4089 pc; 3944 New Dimcllons In Planning, 0asign & Faglnacang 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 762194.8j 5846.41 Point Number 3284, Northing 7621 �s8, . 6 Point Number 3285, Northing 76 9Past*lng4196X �S Point Number 3286, Northing 7 1 4.87, Easting 48574 Point Number 3287, North!n :5 stin 4 723.0 Point Number 3288, Northin 7:;2-NIa t! g 4 5 88.91 Point Number 3289, North! 7 , � 1 $5 Point Number 3290, Northi g 7 2 07. 2, E st Point Number 3291, Northl 9 1, m¢ 8573 .7 E - Point Number 3292, North! 9 .9 s 576 . G� Point Number 3293, Northin090.06, Easting 485796. 3 Point Number 3294, Northing 79 63.31, Easting 485810 7 0 Point Number 3295, Northing 0 9 18, Easting 48581 . 6� Point Number 3296, Northing 76 as in 4$5� Point Number 3297, Northing 7619 st1" . 9 Point Number 3298, Northing 761995.0 , Easting 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 YYY3LlY iSWO VI. 011-TO5 RM 16 W 12 010..0 WilsonMiller. 0R; 4009 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 760281.06-48 843.54 Point Number 3330, Northing 7602tigj7 Thence North 69005'29" Section 33 (Point Number 3t 1et�76point on to aforementioned 0 02.50 Easti o 4 808 48) Thence along said west lin No t to ( oint Number 3335, Northing 760952.05, Easting 48280 .09 Thence leaving said west li s ht- se is t g & following vertices (Points 3336 through 3546 & 2502 i ive) I Point Number 3336, Northing ()9 14, Easting 4828 Point Number 3337, Northing 76 asting 4 Point Number 3338, Northing 7609 tt g �8 7 Point Number 3339, Northing 760918.7,esti 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 VlYa006156eaf V. etl-Tosco W,z-e 17 0 WiWnMiiier' Oil: 4089 PG` 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, 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 s48 386.07 Point Number 3371, Northing 7617 Ojti 9 Point Number 3372, Northing 76 7 asting J?2 Point Number 3373, Northing 7 .10, Easting 48349 Point Number 3374, Northing f161 43 sting 483544. Point Number 3375, Northin 76 81 a t g 3 84.13 Point Number 3376, Northi 7 ti Point Number 3377, Northi g 7 1 8. stl 3 Point Number 3378, Northi 1 7 s 370 .0 Point Number 3379, Northi - .1 ti 375 . Point Number 3380, Northin 948.69, Easting 4 94.8 Point Number 3381, Northing 79.16, Easting 4 4 79 >O Point Number 3382, Northing 0 49, Easting 4838 Point Number 3383, Northing 76 1 wasting 44$x-1 Point Number 3384, Northing 7620fig _rti g 8 Point Number 3385, Northing 762027.9 , U 07.68 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 YlY!(45� 155603 Vp: n11i09BORNE 16 033 -saalu o U� wtisonmiiietr 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,.Eastl Q48&440.12 Point Number 3417, Northing 7626 . 1 0 Point Number 3418, Northing 76 asting Point Number 3419, Northing 76� .56, Easting 48546 Point Number 3420, Northin 62� stin 48 37. Point Number 3421, Northin 76 79 .68r astippg 31.22 Point Number 3422, Northi g 7 1 tiri Point Number 3423, Northi g 7 2 64. 1, E s Point Number 3424, Northi 88 s n 854 .2 Point Number 3425, Northi .1sti 54 ny Point Number 3426, Northin 933.94, Easting 4 91 5 Point Number 3427, Northing 34.83, Easting 4 Q 2-0 Point Number 3428, Northing9 .94, Easting 48552. Point Number 3429, Northing 76 , fasting 4 Point Number 3430, Northing 7629 C5 5 Point Number 3431, Northing 762906.9 , 84.50 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 b3Y11131: Vd; 011-TOMORNE �1 s« -o 19 LJ WllspnM%ller` 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 76293. f� 8.57 Point Number 3464, Northing 76 astting Point Number 3465, Northing 7 �9 .57, Easting 4850 Point Number 3466, Northing x/62 — sting 485065. Point Number 3467, Northin 76 03 . as 'ng 5 89.17 Point Number 3468, Northi 7 1 ti Point Number 3469, Northi g 7 1. 0, st 5 . Point Number 3470, NorPoint Number 3471, thi 1 3 $510 .9 40 Point Number 3472, North 153.97, Easting 4850 w 56. 3 Point Number 3473, Northing 64.76, Easting 48 78-, Point Number 3474, Northing 1 .91, Easting 4849T� Point Number 3475, Northing 76 0 d Easting 4 Point Number 3476, Northing 7631 34asil g 1 Point Number 3477, Northing 763188.9 , astirg 28.88 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 82V1NS 155863 VY.0WTOS NE 0031 N]1t-501-010..0 OU� 20 Y'^ Wilsominer° OR; 4089 PG; 3949 New Direclions 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�„ 4A60.50 Point Number 3509, Northing 7640 Oti ��CJ' 19 Point Number 3510, Northing 76 asting 4�0 Point Number 3511, Northing 7 1.00, Easting 48444 . Point Number 3512, Northing 64 sting 484447. Point Number 3513, Northin 7 06 . a . g .89 Point Number 3514, North! 7 .0 tin Point Number 3515, Northi g 7 4 9. st Point Number 3516, Northi 4 70 s 8439 .2 Point Number 3517, Northi .81, ti 3 . Point Number 3518, Northin 059.25, Easting 4 38. 7 Point Number 3519, Northing 444.51, Easting 4 77 Point Number 3520, Northing 7 0 76, Easting 48430. Point Number 3521, Northing 76 3 asting 4 Point Number 3522, Northing 7640 I g X42 1 Point Number 3523, Northing 764042.1 tir§ 4 28.34 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 fl't]20S15 M Vx.011.TO5BOPNE 03]1x506010-.. 21 flfltisonminel' 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) 4R1'Ab-15 Ver, OV. TOS E fi/1a 03JIP504010.-0 Containing 226.74 acres more or less. ��' TIE CIRJ% 22 1� WilsonMiller° New Oirecfions In Planning, Oesign & Engineering ALSO INCLUDING THE FOLLOWING PARCEL PARCEL D2 OR: 4009 PG: 3951 COMMENCING at the aforementioned POINT B (Point Number 2820, Northing 764895.08, Easting 487126.25) Thence South 89015'32" 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-487193.13 Point Number 2826, Northing 76506,3:1;,'41kE9dtiF1g 4817247,.75 Point Number 2827, Northing 76P0;Mtc V. Easting Point Number 2828, Northing 76k!),,:67, Easting 487235 Point Number 2829, Northingr/651'4,3:43; €Qsting 487249.37 Point Number 2830, Northin 76417$'23-„Easti g 487'264.89 Point Number 2831, North” 7J5 .96 t -,t"n `�87Sz� Point Number 2832, North" g 7 14. 6, �� siln 4�732�4r Point Number 2833, Northir „� 536, 1, astih 4ji3732 5 Point Number 2834, Northin :7 523 —81, Eas�tirig-4 7331'. t' Point Number 2835, Northing`77.,6Q210.56, Easting 4$43 8 Point Number 2836, Northing\T,>5194.10, Easting 48732(09.0 Point Number 2837, Northing 76511 325, Easting 48736 Point Number 2838, Northing 7651A295,-Easting 487 --FA': . Point Number 2839, Northing 7651290 Easting 044§738G 35 Point Number 2840, Northing 765089.38;1 asti46-4137402.31 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 89000'45" West. V1YlOLli ISSPB] Vx. 011 -TOS NE 23 W, NJR-50F0100 1 Uflilsommer- OR: 4089 PG: 395-2 New Meetings 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,.Eastihp-484272.59 Point Number 2528, Northing 76496.7.11ktsdstirig (4B090,09 Point Number 2529, Northing 76_:,4 Si; tEasting 4843f§3 Point Number 2530, Northing 7649. 45, Easting 484333 1;' Point Number 2531, Northing/76494&06 Easting 484374.0 Point Number 2532, Northing 76�94h�06,Easting'46 05.56 Point Number 2533, Northiqq'g 7¢4932 1,- -a ti A OS5 Point Number 2534, Northing 74�21' 1,sng�4,4 6.5 Point Number 2535, Northir, 9 7 4$061(EAsinh &449 .7� � Point Number 2536, Northir�l '48gg'f:5�; asting8450 y7 �v Point Number 2537, Northin? 3827.38, Easting 4 8415 1 2 12 8 Point Number 2538, Northin 7.. 88.88, Easting 484512I/2 , Point Number 2539, Northin 7 Q38, Easting4845x8 $ Point Number 2540, Northing 76 Z2%8„Easting 4_8452 "1"8 Point Number 2541, Northing 764710.1�;tsting 84$553 Point Number 2542, Northing 764699.1 , - stittg 64592.75 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 BRYNCb 165ee] VW. 011-TOMMM 24 mausoao,o-o misonminer OR: 4009 PG; 3953 New Dirsfions 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 -Easting-484779.97 Point Number 2574, Northing 76531fstingl� 72 gA Point Number 2575, Northing 73� Easting 2$ Point Number 2576, Northing 7 3 0, Easting 4846 Point Number 2577, Northing 65 7.50,E stip 484650.5 Point Number 2578, Northin76525. 1 EasUng484113.75 Point Number 2579, Northi 7 5 0 ti Point Number 2580, Northi g 7 0. 6, s Point Number 2581, Northi 7 5 75. 0, 54 .5 Point Number 2582, Northi Ni 45 �. Point Number 2583, Northin 133.50, Easting 4 501. 8 Point Number 2584, Northin 35.25, Easting 4 5 0 Point Number 2585, Northing .25, Easting 4844 fiLJ Point Number 2586, Northing 7 Easting 4 6 Point Number 2587, Northing 7651 2$; 1 Point Number 2588, Northing 765086.3 , 51.34 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 fine of Section 28, Township 46 South, Range 28 East, Collier County, Florida being North 8900045" East dlYt0e5 i} VM o11-TOSBOPNE wv,z-soFwo.o 25 0 Wilsojimiller' OR: 4089 Pc: 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 21-1-99 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 89000'45"EAST. STATEMENT OF DEFINITION. ACCURACY I TE BASIS 1. DEFINITION: 1 A. THE EXTERIOR BOUNDS OF ARE BASED O _ ARDSHIP EASEMENT AGREEMENT EXHIBIT "A"(REF E WILSONMILLER D WIC, NUMBER 21-1-99). 2. ACCURACY: A. THESE LINES ARE BAS O P(T 6 RIA PHOTOGRAPHS HAVING THE FOLLOWING PARAME ER . 1. DATE OF PHOTOGRAP Y: 2 03 2. NEGATIVE SCALE: 1:36 O 3. PIXEL DIAMETER: 2.5' l� 4. TARGET SCALE: 1"=500' O 5. SCALE NOT TO EXCEED 6. THIS IMAGERY HAS NOT B THO CORRECTE ER TO MEET MINIMUM TECHNICAL STANDARDS OR O MAP A6 STANDARDS. 7. VERTICAL ELEVATION CHANGE I NTAL DISPLACEMENT. EVERY EFFORT HAS BEEN MADE TO MI FIFIECT FOR CRITICAL FEATURES. 8. IN AREAS WHERE TALL STRUCTURES OR TREES LEAN TO OBSTRUCT FEATURES, EXPOSUR^WERE MOSAICKED IN AN EFFORT TO MINIMIZE THE EFFECT, 9. THIS DU T IS SIMILAR IN ACCURACY TO RECTIFIED ENLARGEMENTS, EXCEPT N _P113ITAL FORMAT- WILSON NOT VAI NOT REF 2H-99 B2lTpi 1[6!61 VV.OII-TOSBCIINF w�zrz.so+a6 o �Z G DATE M8-05 'S # 5627 ENGINEERS AND LAND SURVEYORS. RE AND ORIGINAL RAISED SEAL OF A PROFESSIONAL SUBJECT LANDS. # LB -43 26 Wilsr+Miller OR: 4089 PG: 3955 - Newnliecfions In Planning, Oeslgn a Englneenng 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 E1 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 Sect'07" East, 220.66 feet, to the POINT OF BEGINNING (Point Number 4501,�765� sting 488076.78); Thence continue along said a f® outh 00°27'07" Ea�4. 7 feet to (Point Number 4502, Northing 765584.13, Easting 88 Thence leaving said east Ii ing t- i%� s u . the following vertices, (Points 4503 through 4513 8 4501 ncl Vn I I �1 Point Number 4503, Northiri X85.18, sti i 0 Point Number 4504, Northin X76 583.08, Easting 4 05 6 Point Number 4505, Northing 92.56, Easting 4 1.2 .0 Point Number 4506, Northing $6 89, Easting 4876 ..� Point Number 4507, Northing 76 asting 48I_, Point Number 4508, Northing 7656 1ttFg $xI'F 4 Point Number 4509, Northing 765642.1b; Eastiri§ $7741.98 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 600.649.4836 NaplosiCorporste Office 32006alleylane, Suite 200 • Naples, Florida 34105 • 239.649.4040 • Faz239.6435716 wllsonLnelei com fl�1YA1i 155811 Vp:011-TOSbJPNE 1 c.Itl 0]]IbSdMb-0 WllaonMlllegln°. — £C Lle./ LC -C000170 CA WiIsonMiller" OR; 4089 Pc; 3956 New Oheclians 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 00027'07" 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 strai through 4539 & 4515 inclusive) following vertices (Points 4516 Point Number 4516, Northin 6 ti 4 540.7 Point Number 4517, Northi 7 4 ,. a ti g 4 60.03 Point Number 4518, Northi g 7 i 7 Point Number 4519, North! g 7 5 14. 2, E st Point Number 4520, North! I s n 8756. 5 i-, Point Number 4521, Northi .22, sti 3 75 Point Number 4522, Northin 911.00, Easting 4 6217 Point Number 4523, Northing 83.17, Easting 4 lO Point Number 4524, Northing 69, Easting 48753 Point Number 4525, Northing 76 8 astin Point Number 4526, Northing 7649 ti ngi V5 .66 Point Number 4527, Northing 764947.94, fin g 48 492.13 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 Yl34e0i V5 V-: On-ttMBORNE OTJ1'l301M0-0 2 Wils6nMiller° OR: 4089 No 3957 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 00027'07" East 3323.71 feet to (Point Number 4540, Northing 762555.75, Easting 488101.26); Thence continue along the eastlin 1' Number 4541, Northing 762085 l ng 4881 Thence leaving said line in through 4672 & 4540 incV Point Number 4542, Northi g 2 82. 4,�E#s b 6. Point Number 4543, North! 2 8 E s 880 . 3 Point Number 4544, North! 7 , sti g 80 Point Number 4545, Northin 08 6.07, Easting 4 780 Point Number 4546, Northin 88.16, Easting 4 Point Number 4547, Northing .82, Easting 48786 0 Point Number 4548, Northing 76 asstinn 5 Y Point Number 4549, Northing 7620jtT gti�rg(8, 4 Point Number 4550, Northing 762066.8 ,tasting 48787.03 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 w2 1!5831 Va. 011-ToS iff! W012-SOb -0 ma East 470.48 feet to (Point vertices (Points 4542 Wils6amiller' OR: 4089 PG, 3958 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 762561.4 �a®11.61 Point Number 4582, Northing 762W.'*�P 17 Point Number 4583, Northing 7 asting 4 Point Number 4584, Northing .21, Easting 48683 1 Point Number 4585, Northin 76 2 , stin 4 809. Point Number 4586, Northin7 4?f a ti g 4 6 91.33 Point Number 4587, Northir4g 7 4 Point Number 4588, Northi g 2 69. 9, E st Point Number 4589, Northi 9 E s 867 2 E Point Number 4590, Northi ga 25 sti 67 Ny Point Number 4591, Northin 514.93, Easting 4 8390 Point Number 4592, Northin 70.00, Easting 48 0 Point Number 4593, Northing $ 12, Easting 48676 Point Number 4594, Northing 76 astin Point Number 4595, Northing 7626 jti 3 Point Number 4596, Northing 762717.38, sting 48 55.10 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, Eastimg 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 Paint Number 4612, Northing 7631 D6.94, Easting 486866.87 YlY[005146�01 Vx.011-TOSBptNE Gwl f 03]1&$01111P-0 V� M WiiSonMinere OR: 089 PG: 3959 New Oirecn'ons In Planning, DaIgn $ 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 762916.5 1 94.69 Point Number 4628, Northing 7629 . 5� . 9 Point Number 4629, Northing 792 , Easting 48 Point Number 4630, Northing56, Easting 48704 Point Number 4631, North*n 76 4 059. Point Number 4632, North*r} 7 944 a ti g 4 7 73.25 Point Number 4633, Northing 7 s i Point Number 4634, Northi g 2 98. 4, E st8 Point Number 4635, North* I s n 8710 .1 Point Number 4636, Northi 3 .69, asting 71 Point Number 4637, North*n 043.00, Easting 4 4513 Point Number 4638, Northing 52.31, Easting 48 0 Point Number 4639, Northing 31, Easting 48719 r Point Number 4640, Northing 76 stin .87 Point Number 4641, Northing 7631 I� Q$ Point Number 4642, Northing 763102.70, iasttng 41350.77 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 e¢vzaas1 s ver. nn-roseanrae 1 = wfzsaao--o m Wiisonminer® -OR: 4089 PG: 3960 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 762555.75rEasstigg,-48EL101.26 Containing 17.27 acres more or Subject to easements of record: Bearings are based on the north County, Florida being North,$9° POINT OF BEGINNING Range 28 East, Collier j V NET ACREAGE \\��f PARCEL El:RE 0.66 Com/ \� 0 X PARCEL E2: 2.16 PARCEL E3 +17.27 NET ACREAGE: 20.09 Wveons Issw ver nn-roseonne 6 ma,zsw- -a \v M WilsonMiller° OR; 4089 PG: 3961 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 21-1-99 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 21-1-99). 2. ACCURACY: A. THESE LINES ARE BASED ON INTERPRETATIONS FROM AERIAL PHOTOGRAPHS HAVING THE FOLLOWING PARAMETERS: 1. DATE OF PHOTOGRAPHY: 4/23/03- �� 2. NEGATIVE SCALE: 1:36000 /%y��� sUL�T 3. PIXEL DIAMETER: 2.5' 4. TARGET SCALE: 5. SCALE NOT TO EXCEED 1"=500 6. THIS IMAGERY HAS NO BE9N Ci`RfHQ CORRECT D IN ORDS. TO MEET MINIMUM TECHNICAL STANDAR S OR -NA QNAI�MA _ G(JRTiC}}'� TA DARDS. 7. VERTICAL ELEVATION HA�SG S IL �� Oo��U9E ORI &#A�DIOPLACEMENT. EVERY EFFORT HAS BEEN M E .O v11NJ I EffF)ISE FEC . FgR1 �tl ICAL FEATURES. 8. IN AREAS WHERE TALL'S UC fJRES TRE S LEANT � BSTRUCT FEATURES, EXPOSURES WERE M0 1 )CED IN AN EFFORT p MIr11�( 2 F,fHE EFFECT. 9. THIS Pf�9A�T IS SIMI \ I ACCURACY TO RE6TIFffE, IEkXRGEMENTS. EXCEPT BYATE 8-08-05 LS # 5627 WILSOX�" ERED ENGINEERS AND LAND SURVEYORS. NOT V yV (eNATURE AND ORIGINAL RAISED SEAL OFA PROFESSIONAL NOT BAB t7t��I;ILI" SURVEY OF SUBJECT LANDS. CERTIFI Tfpfp,,A ORIZATION # LB -43 REF &3a/tu0s 1. vv ou. 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Lm $ ou • 'v x o � v O m A Na r � m u m 0 � N m 9 n O m p K F4K 's m a m m O 2. m S s ;NN L( N Om 2 .9z 9 u y � I �� TSE cl 2cj Ux Mn -� n �0,C U21 nzZ°,O z�vOmA z-i -O�py-➢iDO 0Q�tn�O O 0 z7 5b �A?o�im « ZOp ^`i 20 Al AC AmrA.iA omo yz�g m'a ��oi sm m_mcamyz z o Zz yZon2oy �`os z tim cl�cC'O ZY rx`1 n� p '�C om <<Ai2 2 m2 A Um 2arinA�A Cm o m� ➢wAoici�i �i A N O➢-i W m�- mO mp O zxeN'z s zy om mm 2^i ti ��n� rryo m~ 0 FYNIRIT F ( §J.1 S m \� \\ 5 so }�)\ 70 \ S Q)§/ °mu g\=q ) ; )2\ 10 ` }| \/ §J.1 S m \� ( \ ; ; § @% V?kk,l2:-9 )| g §> E`)) �{2\ ` ( 0 / ` \30o \\iR \£^\ 003 t; §mm ° §/m}\ 9) ) OR: 4069 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 degradedettand--s stem, now minimally utilized by wading birds, to a cond' ' q 'hanced foraging opportunities for wood storks a ® isted wawa ' 0 . SSA 7 is located within a few miles of the crew Swamp Sand a , and the restoration can assist in supporti g s rrk—hr ing cc ss by providing consistent foraging o po um ies ra rang of sea on I by conditions. b. The resto ati i pr v e t c -2 ill consist of contouring the land to s 11 w food sources, planting the area with a species in o r t r e native marshes and wet prairies, a ontrolling exot' d sance vegetation. Weiland hydroperiod a documentedter-table well data. The list of allowed vegeta'6li n standard ction of contouring are attached as Attachments y, which also address the spacing and density issues. 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. 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 CAU 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. The Large Mammal Corridor Restoration Area currently consists of vegetation communities that are heavily impacted by dense stands of Brazilian pepper, and an widen the corridor. The - than 75% of the ,f rQt5 areas, umn black bear, Cypress Corridor levels le species pepper mo Within place. Within the pasture ar a combination presumed pre. area of open pasture that will be reforested to the 100 feet ;I A-1 (d a_pepper areas typically comprise more 1 nd exist as monocultures in several base (deer, hogs) and forage for za n of, this potential corridor. These ther \(istdf species such as the Big I impipve`Ments to the Large Mammal s t co trolling exotic vegetation to v a e, an less than 10% nuisance ian p ithin 100 feet of road and/or f will be . d and removed. Brazilian z r /or field edge will be killed in ad W$Bt/7 Credit Agreement Exhibit E), one overlay will be reforested to 161 a palm, and cypress to mimic the tation. 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. The land management measure for the Restoration Area shall be the control of exotics that there is no more than 5% exotics or 10% coverage. .1 *1We3[R�!i+a Large Mammal Corridor and nuisance species, so nuisance species by area 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. The restoration impro-nen the Other Listed Species Restoration Area shall consis ftrlli Lig egetation to levels less than 5% by area coverage mss than 1 nce species by area coverage. Controlled b rre1 ill also be perfor ed s described below. Brazilian pepper wit n 1 eead- n or ric Itural field/pasture edges will be killed a d move . B ilian :pper o than 100 feet from a road and/orfiel a eQ l%illq i e re toration improvements shall be co DI ted i in a pro, al of SSA 7. k. Controlled %'I ns will be peftme tG imic natural fire regimes, increasing stem product! aintaining a healthy forest undirstory. fled burns will be rfpr ed by a licensed professional at least once ven no more frequently than once every five (5) yea ? ill occur after Brazilian pepper and nuisance species have eense olled. 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 „ CAD OR: 4089 PG; 3970 the additional Stewardship Credits from the Other Listed Species Restoration Area shall be available for transfer or utilization by Grantor. 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 ion -shat end 10 years after the start date, or at such date as �} vt?�vr�ei l tity or established conservation organization ur�sthe Ian trent measures. In the eve tr or intai ay of the Restoration Areas according o e an gem t me su s set forth herein, County shall hav th i ret only after 60 days written notice to ra o wit r g t r C unty shall only be permitted to use th Cd for tenance of the Restoration Areas in c rdance with the nd m n ement measures set forth herein. n q. Any failure to p'4 ligations r' rhitments under this Restoration Program shall be r�#g o V� rdship Easement Agreement. r. In the event the Grantor does not provide adequate financialassurance 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. 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 Environmental_Servlee-staff. r,� Maldencane (Ponicum mitotiPRI Soft Rush (Juncus f u a Golden Canna s (� Its`=1)/1j Sand Cordgross ) Swomp Lily Crinum c i num) Smartweedo Lizard's Tail �m Spider Lily ' Gulf Muhly Muhlenbargic Beakrush (Rhvnco9spora sop.) C St. John's—wart �(Hypericum ,app,) Planting List — Zone 2 (water deaths typically 1-3 feet) Giant Bulrush (Scirl2us californicus) Pickerelweed Pant ria cordata) Common Arrowhead r' n if ( ) Sowgrass Cladium �amoicense) 0 **x OR: 4069 PG. 3972 *** eNf. aFFlM 4' emw CIVOE J' q ' aOelnMa x lief. aETN 1' Boas aaE YMe3 O.Y la 1' (IYPJ EXISTING GRADE ROPOSED GRADE TYPICAL DRAW DOWN PONDS FOR WADIN • RIRD FO AGINr SCHEMATIC SECTION N.tS. ® EXCAVAi10N TOCREATEWADING BIRD FORAGING POOL. cou 6hU )NO BIRD O� PLANTING LIST - ZONE 1 SPECIES: From not al r de to 1.0' below ZONE SPE 1.0' to 3.0 below natural grade. natural grade. ant Bul eh cal'fornicus) P kerelwee ' owh ad Water hyssop (9yggpa gr s jamoioe�ae�eg)��) iglo f Moidnnlcum aidencane Soft Rush I.JYDGYs affy.e .` Plan d ps i fay ay deviate from those listed depending Golden Canntl upo 1 c qq..I no and availability of stock, Sand Cordgroes Swamp Lily fCrinum LizardSip, Lizard''ss Tall �m Spider Lily vmenopall"e i C Gulf Muhly fMuhlenherola ' Beakrush fRhvncoeoaro ,app• �� ��__ St. John's—wort fJ:{yperieum LM ��E c� C;1RC: 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 in planted 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 % APPLICANT: LAKE TRAFFORD RANCH, LLLP Exhibit F Attachment 2 I�YI ►I fills M PEC. w xrc: w'SrEPT. 2005 Iseere • E+Vtese - E.aiyse • 9u'lefu'e • L'tlsyeeAmlWwi • TmgprYeef Cafeisl s c: nv . a Y6A.��I�� �os-ass1R i. P@VEVr NQ ill£NO: Mew. rar Ms.rr: :Mearyrsm ammo. Re4l Heli NfeelN• jtpie. wes.pti�� N A omvx ar Euv xo.snEEr rw: ec _ _ mxro�. � . co o cr a .w... V.J.P. 1115 1 or 1 ­-• wv. iiu.•.. n.y Nam . case mem Mreement\Exhibit G_SketWd. , Documents prodded by DataTn a LLC ela Ks pmpdetary Lnaging and daWery system. C Mrlgbt2003, Nil tlgbta n,sam d Prepared by and return to: Timothy G. Hains, Esq. Quarles & Brady LLP 1395 Panther Lane, #300 Naples, Florida 34109 $ I8. 0, recording 1, op Ino Pk i."O RELEASE 4211581 OR; 4394 PG; 0518 RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, PL 09/16/1008 at 12:OOPN DWIGHT B. BROCE, CLERK RIC FIE 18,50 INDIYING 1.00 COPIES 2.00 Retn: QUARLES & BUOY 1395 PANTHER LAMB 8300 NAPLES PL 34109 THIS INSTRUMENT is made and executed as of the day of v v� , 2008 by RK Petroleum Corp. 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 SWA SEA; E/2 E/2 SWA SEA Section 25 - All Section 26 - W/2 SWA and SE/4 SWA 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\6326874.1 GPS Dacd ned a Ko ed by DataTF a LLO d Bs pmpdetary bnaging and delbery system. Copyright 2003, FII 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 Witnesses: K Stephen W. Ki Vice President (CORPORATE SEAL) STATE OF TEXAS COUNTY OF MIDLAND BEFORE ME, the undersigned authority, on this r- day of 08 personally appeared Stephen W. Kuzmich, as Vice President of RK Petroleum Co a Qi 0 corporation. He C__) is personally know to me, or �) has produced a driver license /identification card as proof 'entity. , (SEAL) Notary Pu j Print Name: �al12 IV (�i2Nh s vIGIy Co, i sGiitotn Expires: ®� MAYA NOEiTItEAti ���U .- Netary hl4.WbdhLn ,� Ygi6wnmission Ea�neL 61{-09 S oasts >wwew------�� 4 QBACTI V E\6326874. ] 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 BC1 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,artd be enforced by them against BCI and its successors and assigns. IE R C0C� Executed this day fC eb or 4 009 Witnesses: Printed name oj,rimess #1 ®lei Printed nama arwitness #2 Wimesa #1 Printed\naa^m� NI 1-" fqYa�, _ �7t Wi e �tT— r✓l Printed nam o witness #2 GFPAC 1/23/09 INVESTMENTS, LTD. Trust partner Revocable Trust Dated August 29, 2008 By: - Bradley A. Boaz, Tr tee For Lamar Gable Revocable Trus Dated August 29, 2008 44.00 GPO 4258755 OR; 4425 PG; 3258 Retn; GRAN! YRIDEIN ET AL RECORDED in the OPYICIAL RECORDS of COLLIER COUNTY, PL ` 5551 RIDGEWOOD DR 1501 02/06/2009 at 02;15PH DWIGHT E. RBC EEE BROCE, CLERK NAPLES PL WOE 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 BC1 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,artd be enforced by them against BCI and its successors and assigns. IE R C0C� Executed this day fC eb or 4 009 Witnesses: Printed name oj,rimess #1 ®lei Printed nama arwitness #2 Wimesa #1 Printed\naa^m� NI 1-" fqYa�, _ �7t Wi e �tT— r✓l Printed nam o witness #2 GFPAC 1/23/09 INVESTMENTS, LTD. Trust partner Revocable Trust Dated August 29, 2008 By: - Bradley A. Boaz, Tr tee For Lamar Gable Revocable Trus Dated August 29, 2008 44.00 GPO OR: 4425 PG: 3259 STATE OF FLORIDA ) H; COUNTY OF COLLIER ) I HEREBY CERTIFY that the foregoing instrument was acknowledged before me this 3 a day of -'t Liu.e we, 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 is personally known to me or who produced as identification. SEAL Notary Public'- State of Florida tir•' •,.,. CAAOLY I ASHAW :NF=. r MY CDMMISSIDN M DD 678612 `g '%i!i„3•” EXPIRES: September 25, 2011 eo�roamunomy una2011 STATE OF FLORIDA COUNTY OF COLLIER I HEREBY ��C�E�_RT 3 Ad day of�AAF Trust, as a General Partin who is personally known CAROLYN A. SHAW Printed Name of Notary My Commission Expires: (SEAL) �f�otary Pu CARCI.YN ASHAW .? MY CCMMISSIDN M DD 878612 i� EXPIRES: September 25, 2011 eadeem�wanr�u�n,.mars r: emx.a.ariake jmWmrmrn cvm anon acem .w aoc ({-x)•10\1 Aged before me this rr Gable Revocable limited partnership, as identification. SHAW /1_Z j. 1.d 11 All of Sections 3, 4 and the Collier County, Florida. OR; 4425 PG; 3260 47 South, Range 28 Last, OR; 4425 PG; 3261 EXHeBrr (Legal Description) Property Tax Identification Number: 00052360002 A parcel of land lying in the East Half (E'/,) of the East Half (EY.) 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 sough line of the Southeast Quarter (SEK.) 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 (SEX) 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 88'56'31" E for a distance of 330.12 feet; thence run 6 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 D'eC 00052440003 rd'i A parcel of land lying n theas@ t Quarter (SE'/) of th 1"Sou west Quarter (SWA) and the West Half 'h) f Southwest -Quad (SW'/.) f th Southeast Quarter (SEI/.) of Section 2 , T ship 46 h nge 28 ast, Cot r Co nty, Florida, being more particularly cd e�dasollo�nsl.,--SRM 57 Commence m t st ca er' n ship 46 South, Range 28 II' nce ru BB° rk'4 ' W, along the south Ili clef the outheas ua OF '/.) o said i n 22 for a distance of to the Point of Beglnnf of th pa land herein described; thA ntinue S 88'S7'4P n th line of the Southeast Qua '/.) of said Sec&n 22, o of 660.19 feet to the South Qua r qa r of said Section 22; the S 88'59'47'W 0l along the south li e e uwest qua r a Section 22, for a distance of 1321.80 t 1 for a distance of 1342.51 feet; thence run 1 ' r istance of 1324.63 feet; thence run N 88'58'31' E. for a me 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 Property Tax Identification Number. 00052680009 The Southeast Quarter (SE%.) of the Southwest Quarter (SW%.) of Section 26, Township 46 South, Range 20 East, Collier County, Florida; containing 40.38 acres more or less. AND Property Tax identification Number, 00053000002 All of Section 2B, Township 46 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less, AND *** OR; 4425 PG; 3262 *** Property Tax Identification Number. 00053920001 The Northwest Quarter (NWY.) 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 descrlbed 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. p Property Tax Identificatifti99 �t�h r� 00052960004 All of 9ction 27a res Ip_.4&..Se the Ran`e 28 Ea A'C Iter County, Florida; containing 843.59 res ore�rj, s. Property Tax All of Section 33 nship 46 South, Ran 28 E st, d e County, Florida; containing 706.33 a re or less, AND Property Tax The East Half (EY) of the East-�tamffi.Zii't "dffhwest Quarter (NW%); and the Northeast Quarter (NE'/.), less the East 30 feet and the Northerly 30 feet for public road righttf-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 Recorda Book 49, Page 4; and in Official Records Book 280, Page 480; and in Official Records Book 202, Page 283; and in Official Records Book 289, Page 910; all of the Public Records of Collier County, Florida; AND The Southwest Quarter (SWY.) of the Northwest Quarter (NW'/.); and the West Half (WV) of the Southeast Quarter (SE%) of the Northwest Quarter (NW'/.); and the Southwest Quarter (SWY) of the Northeast Quarter (NE'/.) of the Northwest Quarter (NW%.); and the South Half (S%) of the Northwest Quarter (NW'/.) of the Northwest Quarter (NW%); and the Northwest Quarter (NW/) of the Northwest Quarter (NW'/a) of the Northwest Quarter (NW'/.); and the West Half (WY.) 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 208.63 acres, more or less. That" mentioned parcels equates to 2,511.90 acres, more or less. CO-,( THIS PAGE INTENTIONALLY LEFT BLANK 4258156 OR; 4425 PG; 3263 Prepared by: RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL Jennifer A. Belpedio, Esquire 02106/2009 at 02:15PK DNIGBT 1. BROCK, CLERK Office of the County Attorney RIC PBI 131. SO 3301 East Tamiami Trail Naples, Florida 34112 DOC•,10 .10 (239) 252-8400 Retn: GRANT FRIDKIN IT AL 5551 RIDGEWOOD DR #501 NAPLES FL 34108 ACCESS EASEMENT THIS ACCESS EASEMENT is granted this Z day of FLXra•• 2009, by Lake Trafford Ranch, LLLP, a Florida limited liability limited partnership, a ("Grantor"), 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 Ranch" as more particularly described in Exhibit "A" attached hereto (hereinafter "Grantor' Ai Grantee owns Ssoribed in Exhib _ \Grantee's Property") that abutts Grantor''ss Property; and � C. Grantor hs a , ce� gra as� e t for �kess�o Grantee over a portion of Grantor's Property. �y f� vv/� NOW, TAERE litbrgr/ c r r of the sum of ten dollars ($10.00) and other valva nsideration paid by Gr me , receipt of which is hereby acknowledged: re 1. Grantor does hereby ` to Grantee, a 6u non-exclusive easement (the "Easement") over and across that ! rty described on Exhibit "C" (the "Servient Estate") for the purpose o 4i4 ,Qto 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. 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 reloca ' ef-t"ement and any improvements to the Replacement Easement. / "X. C®j�h� 6. The cost of main a Easement shall sh ed equally between Grantor and Grantee. The Ease nt bee mainta d a lim ro or similar semi -improved rural road as the road wi in it h histo 'cally se . The Grantee shall be responsible to keep th n e on its western end clear of vegetation and other ob tru io s, a s se y Grantee. IN WITNESS OF, Grantor has a resents to be executed on the date and year first abo en. OW P E clic Signed and delivered in our presence: GRANTOR: Lake Trafford Ranch, LLLP Witnesi#1 Z. c1,�� C• 6r roti,' Bye. Printed name of witness #1 Thomas M. Taylor Witness #2 / i 55 N NI Fuf, t3. v.5 -v\ t Tf BY: r � Printed name ofwitness #2 Christopher L. Allen Page 2 of 3 �e OR; 4426 PG; 3266 As its sole general partners STATE OF FLORIDA H: COUNTY OF COLLIER ) IPEREBY CERTIFY that the foregoing instrument was acknowledged before me this � day of February 2009, by Thomas M. Taylor, as general partner of e Trafford Ranch, LLLP, a Florida limited liability limited partnership, who 'own to ersonal m r who produced as identification. (:�CLc1(__ 4TUC,"taA4, (SEAL) Notary Public - State of Florida of Notary STATE OF FLORIDA •y' =TAMPIM187¢ Bor11✓fh x, COUNTY OF COLLIE I d-IEREBY CER at the foregoing' '� acknowledged before me this �"� day of Feb by Christopher L. IYe , as general partner of -Lake Trafford Ranch, LLLP, a F d i 'ted liabilit t partnership, who is erson own to me r who produced T L as identification, (SEAL) Notary Public - State of Florida f WAY\Md lON�I[C IIIRRd M(11\l[CGSI OfCTtnl.dOG Printed Name of Notary My Commission Expires: TARA FFKDW MY COMMISSION f DD 643187 EXPIRES: FWM 22, 2011 BwdW ThM Noby P Ek U W Km%n Page 3 of 3 CA() pyOR: 4425 PO, 3266 (Legal Description) Property Tax Identification Number. 00052360002 A parcel of land lying in the East Half (EY,) of the East Half (EM:) of the Southwest Quarter (SW'/.) of the Southeast Quarter (SEM) 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 26 East, Collier County, Florida; thence run S 88°5747" W, along the south line of the Southeast Quarter (SEI/.) of said Section 22 for a distance of 1320.38 feel 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 sald 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 BB°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 Idendficatio �^ W b h100052440003 ' v P A parcel of land lying tn the utheast Quarter (SEM.) of th Sou est Quarter (SWM4) and the West Half h) f; e_ ut es r (SW'/.) f th Southeast Quarter (SEI/.) of Section 2 , T hf�'"46`Sl h, R ngp e 6 ast, C r �nty, Florida, being more particularly e�.esefpl10yts� 1 97 Range 28�st) II oa stlrAlno 46 South, er)�toe on�� shliin 22 form the south1r, a, m tithe u((af� E/.) d distance of to the Point of Beglnni jf land herein described; ontinue S 88'57'47' h line of the Southeast Qu %) of said Section 22,f 660.19 feet 1612ilon to the South Qu er of said Section 22; 88'59'47'W along the south h n sl qua r 22. for a distance of 1321.80 ron 0 3)(✓fnc for a distance of 1342.51' feet; thence run '1 r rstance of 1324.63 feet thence run N 88'5631' E, for istanii of 660.24 feet; thence run S 00131'22' E for a distance of 1342.58 feet to the Point of Beginning; containing 61.13 acres, more or less. Property Tax Identification Number. 00052600009 The Southeast Quarter (SEY.) 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 2B, Township 48 South, Range 28 East, Collier County, Florida; containing 645.47 acres more or less. AND OR; 4425 PG; 3267 Property Tax Identification Number. 00053920001 The Northwest Quarter (NW/) of the Northeast Quarter (NEY4) of the Northwest Quarter (NW%4) 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 (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 saki 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 Identi icatlgrPu 1-000529 0 04 r.(� All of Section 27, own I uth, Renee 28 Fa C ler County, Florida; containing 643.59 res ore s. N l Property Tax fde ' a n um r. 0 3 0 All of Section 3 rTb nship 48 South, Ran 28 at, 1� County, Florida; containing 706.33 a(;re,4, re or less, \� AND Property Tax Identification 05384 Q0 0003 The East Half (EY:) of the Eesl-'Nakt j6Fth�%lnfthwest Quarter (NW'/.); and the Northeast Quarter (NEY.), 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 Colter 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 Oficial 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 (WY) 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 (SK) of the Northwest Quarter (NW'/.) of the Northwest Quarter (NWY.); and the Northwest Quarter (NW/) at the Northwest Quarter (NW'/.) of the Northwest Quarter (NW/); and the West Half (W'f.) of the Northeast Quarter (NE'/.) of the Northwest Quarter (NWY.) of the Northwest Quarter (NWY4) of Section 35, Township 46 South, Range 2B East, Collier County, Florida: containing 208.83 acres, more or less. The fore mentioned parcels equates to 2,511,90 acres, more or less. ©cHsarr � OR: 442 PG; 326 All of Sections 3,4 and the North IIA of Section S, Township 47 South, Range 28 East, Collier County, Florida. \SUECWR� J Imm HOLE MONTES E NGrthER: "LANFERS 5,R.E•' -i4CSiAPE nFCH,!EC 950 Enepre Way • Naples. Flonda 34110 • Phone239 254 2000 -Fax 239254 2075 LEGAL DESCRIPTION: HM PROJECT # 2001111 1/28/09 REF DWG # B-6446-1 PAGE 1 OF 4 A 15.00 FOOT WIDE STRIP OF LAND LOCATED INA 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 TO THE POINT OF BEGINNING OF THE CENTERLINE HEREIN DESC 0058'38"W., PARALLEL TO THE EAST LINE OF THE NORTHWE R OF S I I N 35, FOR A DISTANCE OF 29.98 FEET; THENCE RUN N. 1� W., PARALLEL T ST LINE OF THE SOUTHWEST QUARTER OF SAI GFS 26, FORA DIS N OF 1238.43 FEET; TO THE BEGINNING OF A TA E IASCUCAR-@U E, CO CA E SOUTHWESTERLY; THENCE RUN NORTHWE TE LY ALO ARC F SAID CU VE TO THE LEFT, HAVING A RADIUS OF 80 00 1 L OF 90°06'24", SUBTENDED BY A CHOR O 1 3.2 F E A R N.4 °12'27"W., FOR A DISTANCE OF 125.81 FE T F I CUR H (JE RUN S.88044'21"W., FOR A DISTANCE OF 241 TO E B G NIN F GENTIAL CIRCULAR CURVE, CONCAVE NORT TERLY; THENCE RNOT f , ALONG THE ARC OF SAID CURVE TO THE RIGH ING A RADIUS O 5. 0 ,THROUGH A CENTRAL ANGLE OF 90032'26", SUBT Y A CHORD OF 19 T AT A BEARING OF .A NAV59'26"W., FOR A DISTAN 33 FEET T OF SAID CURVE; THENCE civ RUN N.00043'1 3"W., FOR A DIST A E40 THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE, C U STERLY; THENCE RUN �o NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENTRAL ANGLE OF 90034'20", SUBTENDED BY A CHORD OF 99.49 FEET AT A BEARING OF N.46000'23"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.36027'47"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.57-44'1 8"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 15B9.15 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 H:1200112001111\W P\SOUTHPRR0A0SL-1.doc GP O 'Inc, U OR; 4425 PG: 3270 HM PROJECT # 2001111 1/28/09 REF DWG # B-6446-1 PAGE 2OF4 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.19023'46"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.03044'56"E., FOR A DISTANCE OF 350.22 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOUTHERL ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 5352.89 FE , T H L ANGLE OF 2°11'42", SUBTENDED BY A CHORD OFT AT A BFSA _ F S.00°24'25"E., FOR A DISTANCE OF 205.06 FEET T EGINNING OF N�P ND CURVE, CONCAVE EASTERLY; THENCE RUN UT LONG THE ARC F QID CURVE TO THE LEFT, HAVING A RADIUS OF 316 1 F E y RO A 6ENTRAL NG E OF 20°16'29", SUBTENDED BY A CHOR O 11 .56 F T A BEARING O S. 1038'31"E., FOR A DISTANCE OF 112.14 FE T T E URVE, CONCAVE WESTERLY; THENCE RU S U HE L , A O ISE SAI CURVE TO THE RIGHT, HAVING A RA DIU 6 GH N ANGLE OF 17014'47", SUBTENDED BY A CHOR 1 .14 F A R O 09'22"E., FOR A DISTANCE OF 174.80 FEE THE END OF SAID V ; T E RUN S.04°31'58"E., FOR A DISTANCE OF 310.0 T; THENCE RUN S. "3 ' �, OR A DISTANCE OF 140.46 FEET; TO THE BEG[ F A TANGENTIAL �R CURVE, CONCAVE EASTERLY; THENCE RUN SO ALONG TH K SAID CURVE TO THE LEFT, HAVING A RADIUS OF 152.13 FE TlFt ANGLE OF 37024'10", SUBTENDED BY A CHORD OF 97.56 T 1 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.21905'39"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 63011'57", 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 67005'00", SUBTENDED BY A CHORD OF 364.24 FEET HA2001\2001111\W P\S0UTHPRR0ADSL-1.doc OR: 4425 PG: 3271 HM PROJECT # 2001111 1/28109 REF DWG # B-6446-1 PAGE 3OF4 AT A BEARING OF S.03051'33"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 29055'47", SUBTENDED BY A CHORD OF 88.76 FEET AT A BEARING OF S.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 221.44 F TAT ING OF S.07044'05"W., FOR A DISTANCE OF 224.22 FEET TO TH C li,,I1NfPI Rj ERSE CURVE, CONCAVE EASTERLY; THENCE RUN SOU !A ONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 189.86 HROUGH A CENT GLE OF 31'02'51", SUBTENDED BY A CHORD 1 $F_ ET AT A BEARING F 07°52'21"W„ FOR A DISTANCE OF 102.88 FEET O H SEI �DEO)-SA D-GLj VE; T EN E RUN S.07039'05'E., FOR A DISTANCE OF 287. 0 F ET TO Yet INNIN OF AN ENTIAL CIRCULAR CURVE, CONCAVE NORT EA S RLY, ALONG THE ARC OF SAID CURVE TO THE EF H VI G 1 1 1 EE THROUGH A CENTRAL ANGLE OF 31 ° -S BX CHO D F S4 6 FEET AT A BEARING OF S.23°21'56"E., FOR A D N OF .98 TO E NING OF A REVERSE CURVE, CONCAVE WEST THENCE RUN SOU ER Y, LO G THE ARC OF SAID CURVE TO THE RIGHT, HA RADIUS OF 441. �i E T UGH A CENTRAL ANGLE OF 67043'42", SUBTEN Y A CHORD OF 492. ATA BEARING OF S.05°12'56"E., FOR A DISTANC C® 22 FEET TO TH NNING OF A REVERSE CURVE, CONCAVE EASTERLY; T NC ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING ARA U EET, 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 AT A BEARING OF S.08051'28"W., FOR A DISTANCE OF 322.81 FEET TO THE END OF SAID CURVE; THENCE RUN S.35016'48"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:\2001\2001111\WP\S0UTHPRR0ADSL-i,doc a OR: 4425 PG: 3272 HM PROJECT # 2001111 1/28/09 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. CERTIFpkA OF AUTHORIZATION LB # 1772 By �. Tk0MA8,A4. MU t. j O U H:\2001\2001111\WP\SOUTHPRROADSL-1.doc OR; 4425 PG; 3273 x:V��atnt�ow4soumwmroa-t.a n *� sm .a. A 2M - Ms n Ntt. er a.ute.r MAQ■ illill Z s � s o I m I u K O Z i Z -Zi ll OSySQ I m "t>o� –I TZN o �A"�t �N+� � ))�LZDNoU I(i /ozoy —�/Ta..\ ,� 4 oz W OO r AOofm m= � "?i%>,- Z �mOmoy I 0 Mc 11111 z x m 1 0 2 O epiY _1OrrfnnO`7O N2 -AFWUA�UWU-JOaNUS`':iim�FUOWW+.A(kaOA-ASN.S� f+TUOyF-UO�N>>OS�.NW0`lOf1lNNNlm4UOyNA�y�AJ0 NJVO1amaU+INwUbNNAWUNONmWONUOyF0WNU+O-OO-NO'�iiNANFN0YNN+pA fINwOW�{GO mmO+N0yUONmWONpN+�mOiJVmbAO,VPN++AVdmNNQWdZUFN�0OWOAmmOOOONAFAU0mONU�UVSa2 OOGOII)Ip m�gyWUOU+N.O��WWOmJ{mONNAU+Ob+A++\AV�ON+{OW+m�U++UmNRI�++DOnJOOUOamU0NAN(OO�+ANONONNmU0AAWt{N��OOVNUUWW+OPUNYAA+v+pN +WP.OUUyAA-a+NAANO+PPpU�olNOOO�UmP+UmANN+U(Ao11 OUOOIWP�2{aI��0OTJOWJOi �NOPW2A�U�NIrn(NOVa7+NNP{a+V{ZIA�Rn+Jai r�m�ZLyD0NOC Dn p�V0N NNO�0OOS bUSOVO O-------------------------- US�Nmm ON�NRRA RRRR WUAWW4 Z Ol mwn lup-awRq A Z-------------------------- M JN UWVmwD mN WNU Z OU W T W m p NA O V-W m p N(ZAOi {mN.OUO,Om UV OUw.J Op�W+NN+UNAO W+A U {bOiNONOW+U DU+JOAAmNA'Wm NTrU NUNNommjOV+amNyOUm'So� V yNO QUOi U42RG NURO+G I NOVmOWo WNwAm{Vm Oy�m 1m{VONVGOn6NW(Z>l{N NNO+a-UJ� pR�) DU+JOAAmNA'Wm NTrU NUNNommjOV+amNyOUm'So� V yNO QUOi U42RG NURO+G I NOVmOWo WNwAm{Vm Oy�m 1m{VONVGOn6NW(Z>l{N NNO+a-UJ� \v/ OR: 4425 PG: 3274 x: Vm��mm�o�pv�.muiµamron-i.a.a T� plftif � .m v. aooe - e:aoa� neva er. wn � s r co y° 4 m z �P p' S.rm Ob A m m �... z > > --I ° e >Z- 0 C) 0 v C: A — m x 0 8 0 D m y MATCH LINE _SHEET 3 &&0 Z N I a � ,6L'ZLI l > o R coM .VI,CiAO N y O N9 �bj, p yN a� N-�00`f I X M BIN .L 1. N M n = m r.� m 0 � Q 4 0 mA D m 0 I o I D D a r mco G1 z I m m D o I m 0 m 0 m z D 0 z N n 0 r ,ct-mi. �o _5; M .51,60.10 N 0 00 o m I �� I N �� amus I.tW sx m mr= m m <mm D z - moo n A A m a p D � D I o I 0 a z ,QM V U =ow. oo—, t H Aur; oolwi I L, A m 0 0 0 D o , D Z D m D r O m N n � I � I 0 Z N m � O 1 w g rn liffillro., OR: 4425 PG: 3275 0 MATCH UNE SHEET 4 M m ATCH LINE f JI LPA �j OR: 443 S; 32 OR; 4425 PG; 3277 c m m, 'z 11 7m: K m Z m - <mm Dz� U o TO C) c: P9 m D D Ag Cop) r ZEE >mt9 Z N MQ J QJ � I � z n z Ho I OR; 4425 PG; 3277 c m m, 'z 11 7m: K m Z m - <mm Dz� U o TO C) c: P9 m D D Ag Cop) — "* OR: 445 S: 22 R! CONSERVATION COLLIER Tex Identification Numbers: 00052360002, 00052440003, 00052640007. 00052660009,00052960004,00053000002, 00053200006,00053640000. 0005392000% 000540400V258758 OR: 4425 PG: 3280 Prepared by: RICOR0I0 in @FICIAL RICOROS of COLUIR COONt7, PL Jennifer B. White, Esquire 02/06/2009 at 02:28PN BIIGR7 N. BROC1, CLBRI Office of the County Attorney CONs 32525080.02 3301 East Tamiaml Trail RBC BBN 69.50 Naples, Florida 34112 DOC -.70 227675.70 (239) 252-8400 COPIES 18.00 Reto: REAL PROPIRT7 NRNAGBNIN7 ATTN:CIN01 817 8917 IN78RO171CI WARRANTY DEED THIS WARRANTY DEED is made this -2-45 day of K7'' ^"\ 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 10 this instrument and their respective heirs, legal representatives, successors and assigns.) WITNESSETH: That the Dollars ($10.00) and other acknowledged, hereby grants, confirms unto the Grantee, a14 THE PROPE THEREFROM Subject to for and in consideration of the sum of Ten Zc�nSsitRa n, receipt whereof is hereby saltsmises, releases, conveys and landIt{pllier County, Florida, to wit: THIS IS VACANT, QN1)MPROVED, AND AND EXCEPT ON EXHIBIT "B" of record. PROPERTY. Provided, however, th'ereby reserve a 'retained by Grantor and not qr & e conveyed (1) all oil, gas, and qts errt ap on of the Property described in Exhibit "C" the "Reserved Mineral E-- 'I6w 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. BOARD OF CONVEYANCE ACCEPTED OMMS SIONYERS 40LLIER COUNTY, FLORIDA. PURSUANT/TO AGENDA- NO.—J-06-6(' � DATED:.1�16�7,54� II � 7)aOO 97AW 00. y0s GP OR: 4425 PG: 3281 IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. WITNESSES: (Signature) Z,c�atcSi C GCr+ K4 (Pr(nt Name) � (Signature) SCf.]r E.rZ & wt -:TC (Print Name) STATE OF FLORIDA COUNTY OF COLLIER LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: THOMAS M. TAYLOR, as General Partner h� i The foregoing Warranty Deed was acknowledged before me this J day of 'tom Cf.o` 2009 by Thomas M. Taylor, as General Partner on behalf of Lake Trafford Ranch, LP, a Florida limited (lability limited partnership, who i persona y nown to me or who has produced -as identification. ^ CTe)�,� � A - (affix notarial , (Signature) �..c�-..rS C. �t•4K (Pdnt Name) (Signature) $£NNt2 6.W�tlTi (Pdnt Name) STATE OF FLORIDA COUNTY OF COLLIER (D RANCH, LLLP, liability limited partnership r BY: CHRISTOPHER 4 ALLEN, as General Partner ^-t _ The foregoing Warranty Deed was acknowledged before me this � day of 1'C 2009 by Christopher L. Allen, as General Partner on behalf of Lake ord Rano LLLP, a Florida limited liability limited partnership, who i ersarral y known to m or who has produced as i �ifivca�tlo/n. (affix notarial seat) CU -CL fM (Si Lure of Notary Public) TNNntl®M/17 MYCOTAPA NteDa131j a z EPMES: rahiiuy2; 211 Rifdh• s to form & legalauf:Prieney UAacistant County Attorney S€ON:r-Ee &, (Print Name of Notary Public) NOTARY PUBLIC Serial/Commission It. My Commission Expires: OR; 4425 PG; 3282 Exhibit "A" (Legal Description) Property Tax Identification Number. 00052360002 A parcel of land lying in the East Half (EY:) of the East Half (E%:) of the Southwest Quarter (SW'/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 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 00031'18" 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 Identifica tionW.,, 0 4(W } A parcel of land lying east Quarter (SE14outhwest Quarter (SW%) and the West Half (a Southwest Quarter (S '/.) the Southeast Quarter (SEY4) of Section 22,6 h Ra a East, ollie County, Florida, being more particularly deWrib as Toll ": � 6` t uS st t ectl hip 48 South, Range 28 E st, oil! r C un to erf RangeComm28 , c 8* S B"5 '47'W, along the south lin f e e a a SE% o 5 sai (S, 'on 22 for a distance of 1 d e Po b ag Ing o the 1> of land herein described; th tine S 88°57'47" alo g uth line of the Southeast Qu E'/.) of said Section r 0 to a of 660.19 feet to the South Qu mer of said Section T t✓t fi n S 88'59'47' W along the south a(o a southwest quarte 0 sa Section 22, for a distance of 1321.8 tt) . e run0 W for a distance of 1342.51 feet; thence §§°°� stance of 1324.63 feet; thence run N 88°58'31" E, FkdW4 of 660.24 feet; thence run s 00431'22' E for a distance of 1342.58 feet to the Point of Beginning; containing 61.13 acres, more or lass. WIC Property Tax Identification Number. 00052680009 The Southeast Quarter (SE'/4) of the Southwest Quarter (5WY.) 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 I oft 0.0 OR: 4425 PG: 3283 Property Tax Identification Number: 00053920001 The Northwest Quarter (NW'/4) of the Northeast Quarter (NE'/.) of the Northwest Quarter (NWY4) of Section 35, Township 46 South, Range 28 East, Collier County, Florida; containing 10.09 acres more or less. r_t:n 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'/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 (SEI/4) 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 e IdentificationTo00�J�� All of Section 27, To 46 South, Ran e 2 Fst, Collier County, Florida; containing643.59 ac mo s. Property Taxldenf call m653RrVe2 All of Section 33, ' t�i{{j/t,l ler County, Florida; containing 706.33 a ore or less. ANC® Property Tax Idenfificat : 0005384000 ,Ojl� 40003 The East Half (E'/.) of the Eas aifft( zL§f tfi# ofthwest Quarter (NW'/.); and the Northeast Quarter (NE'/.), less the Eas Oi 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'/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 (SW'/4) of the Northwest Quarter (NW'/4); and the West Half (W%) of the Southeast Quarter (SE'/.) of the Northwest Quarter (NW%); and the Southwest Quarter (SW%) of the Northeast Quarter (NE'/4) of the Northwest Quarter (NW'/.); and the South Half (SYa) of the Northwest Quarter (NWY4) of the Northwest Quarter (NW'/.); and the Northwest Quarter (NW'/.) of the Northwest Quarter (NWY.) of the Northwest Quarter (NWI/.); and the West Half (W Ya) 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 208.113 acres, more or less. The fore mentioned parcels equates to 2,511.90 acres, more or less. 2 oft • �� EXHIBIT ne HOLE MONTES Page 1—of z — ENGNEERS P NERS SURVEYORS UNOSWEARCHIECTS 950 Encore Way - Naples. Flonda 34110 • Phone: 239-254 2000 • Fax: 239.254.2075 HM PROJECT # 2001111 12/8/08 REF DWG a B-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, COLLIER 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.9000'00"W., FOR A DISTANCE OF 840.00 FEET; THENCE RUN N.00°00'00"E., FOR A DISTANCE OF 640.00 FEET; R A DISTANCE OF 840.00 FEET; THENCE RUN S. 00 0'00" C� CE OF 600.0 FEET TO THE POINT OF BEGINNING; CONTAIN OR LESS. THIS PROPERTY SUBJECT RECORD BEARINGS SHOWN HER OF SECTION 27, TOWNS II BEING 1$01°10°11 V11. HOLE MONTM,INE:, LB # 1772 H.'\2001\2001 11 I\W P\PR 12ACRECSL.dm FLORIDA OF iT QUARTER , FLORIDA AS Z EXHIBIT ?age of Z np. 4495 Pr. 3285 N 00'00'00" E 640.00' R ,000" M „00,00.00 S 3 ., R,OkW S _ (9N18V38 d0 SISVB) 8Z -94 -LZ 03S 2nibvno 1SV3 N1210N 3NIl 1SV3 O 0 O O m m a 0 OR; 4425 PG; 3286 Exhibit 66//'x99 (esevved Mineral Estate) Southwest Quarter (SW %) of Section 28, Township 46 South, Range 28 East, Collier County, Florida; containing 160.0 acres. AND Northwest Quarter (NW %) of Section 33, Township 46 South, Range 2a East, Collier County, Florida; containing 160.0 acres. H 0 *** 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 6 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. 011, 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. CLERK OV THE CIRCUIT Dwight E. Brock COLLIER COUNTY C04RTHOU Clerk of Courts 3301 TAZZI TRA) , EAST P.O. 136 C 413044 NAPLES, FLORY�)A 3416,1-3044 a �I COURT NOTICE OF CORRECTION Clerk of Courts Accountant Auditor Custodian of County Funds 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 CONS EQUENT;V TATS PUBLIC RECO /pS-IN-C // l� INTERESTE TH T�if & FILE NY E♦�i (S� NOT BE F J� 'E 411N'T I INCORRECT COUNT RTED IN THE R TO ADVISE,,THOSE D PAGES (S) lER (S) WILL ) BOOK. INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT OF FEBRUARY. 2 E. �Gtr_Li Ll. C: t .ly OF Gl,�12UIT QQURT -=---Coun f ollier CLERK OF -I.- TCIRCUIT COURT Dwight E. Brock coLLIER co Y co THousE Clerk of Courts g 3301 TAM I TRAM EAST Clerk of Courts P.O. B 41304, Accountant NAPLES, FLO A 3416.1-3044 Auditor Custodian of County Funds NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGES OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S)-3Jr17;Y CONSEQUE/N,T�LOr-WAIS NOTICE I�fil�E�RTED IN THE PUBLIC RECORDS-IN-O.R_DER T. AD ` ISIETHOSE & FILE P NOT BE ENTf; N'I D PAGES (S) I VOd i NUMBER (S) WILL T Is OF-kaALWE�bRD BOOK. COUNT INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TtIpftEtIAiTI;y. ,�°Kk .. ..... ipn0 OF FEBRUARY, 200 ° -Ifff T E. BR r L0R UIT jQUEff., Gloria 4rcia Tl(,�J,Ed2t Dwight E. Brock Clerk of Courts CLERK OP'fiH COLLIER CO 3301 TAM P.O. NAPLES, F1 'CUIT COURT IwRTHOUSE Ak EAST Clerk of Courts 1044 Accountant 34104-3044 Auditor NOTICE OF CORRECTION Custodian of County Funds 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)---- CONSEQUEIkf O ,et iIS NOTICEiS,(N•S%RTED IN THE PUBLIC R (;O�©S I"RDER AD�u(SE THOSE lj§ — �.., INTERES ED TH/A THEATIA' V(v1 N; IPN D PAGES (S) & FILE N M R 1(S I V0�N M ER (S) WILL NOT BEU ED"IN TR[ S OFR(,CIAL 6, D BOOK. \fir 't 10 T A E�C0UNT INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TtF�ik& t)4111/ix,ft, ,E O°° OF FEBRUARY, 200 ,•• ° '° X. a PWG�T E. BR LERK OI-�_ 6UIT i(?-' Gloria rcia CLERK O'F THE CIUIT COURT COLLIER COUIY CO (HOUSE Dwight E. Brock Clerk of Courts Clerk of Courts 33 31 T CO I TRA EAST Accountant P.O.B 413044 NAPLES, FLORYTA 3416,1-3044 Auditor Custodian of County Funds r` 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,) C?1 CONSEQUEf "Ig-oo S NOTICE IS' Nh S�RTED IN THE PUBLIC RE-IN-OBDER T_O AD\\(SE THOSE INTERES ED TH�� Tk:,i4�OVF�\ E TI.. N D PAGES (S) & FILE N M I (S I�OI `IVD N M ER (S) WILL \\\\ NOT BE D N -HIS O`Wt�'IAU Q D BOOK. COUNT T�FCII"1 INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TtFjj&ft(tYA(d(,y. OF FEBRUARY, 7: T E. BR71LE?K4OE�UITdgUITr.Gloria rcia 'I C� �ountyo-fColher CLERKO THS CI�CUIT COURT Dwight E. Brock COLLIER CO Y CTHOUSE Clerk of Courts 3301 TAM I TRA EAST Clerk of Courts P.O. B 413044 Accountant NAPLES, FLO A 3416,1-3044 Auditor < Custodian of County Funds NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGES OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S�,�- R C.� CONSEQUEt, T' THIS NOTICE fS ISIS RTED IN THE PUBLIC R CO DS-lN-ORDER T AD IS THOSE INTERES E �T1NATTJiEA(loyy T1 N D PAGES (S) & FILE N M F#�(SI 0 `\ N MBER (S) WILL NOT BE f U E -' N1 >I OFF% IAD BOOK. \'� ;; 0 INCORREC `V�a�E COUNT C �T-1E CS�� INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TtfjW�6 'tYAfKn,�, a OF FEBRUARY; 200.4°� ©� �4 T E. BR LERK 0Pb`F UIT dQUtiT'. 00 oun-of-Collier CLERK O'F THE CICUIT COURT Dwight E. Brock COLLIER COUNjI Y CTHOUSE Clerk of Courts 3301 TAMIA I TRA EAST Clerk of Courts P.O. 136X 413044 Accountant NAPLES, FLORA 341(1-3044 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)--- YF *C=C) ,'- CONSEQUENf 11.?; THIS NOTICEIS INSTED IN THE PUBLIC RECORQS-IN-OBDER S0 AD, IS THOSE INTERESTEL) TkiAT T;AQV E TJON I D PAGES (S) & FILE NIM '4,(S}' I O�[[JD N,UMRER (S) WILL NOT BE l� ISN IS OI CIA'L RE 9--� D BOOK. ��.� INCORREC"F, COUNT E CIR INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TI, t"'ttlA Y, OF FEBRUARY, 209r "P ^• <e �4G�1 T E. BRCLERK 0i�_ QUIT tFQUtiT.', �=--Court fCol ier CLERK O)` TH'E CIRCUIT COURT COLLIER COUNIIY COVTIIOUSE Dwight E. Brock Clerk of Courts 3301 TAM1AjyfI 41EAST Clerk of Courts P.O. B 4130304 Accountant NAPLES, FLORA 34161-3044 Auditor Custodian of County Funds i NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGES OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S)�R Cory CONSEQUEN;���i:�I5 NOTICE S RTED IN THE PUBLIC RECO, DS`tN QBDE$ T'Q ADWSE THOSE INTERES E T..H,C Z BI MEQ\NT N D PAGES (S) & FILE N�M f(S�I 0%C�(iE(N fM ER (S) WILL NOT BE F�JD"1N\THUS O)FfIAL`RlE .Q D BOOK. e zd\ �.��I1` INCORRECTGE N16ry11 COUT � C� INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT T4Fj0tEtYAY, � OF FEBRUARY; - - T T(�E. BR LE}ZK OPbA UIT COUEIT, C' l . oun o 'ollier CLERKO T CI CU COURT COLLIER CO Y CO THOUSE Dwight E. Brock 3301 TAM I TRA EAST Clerk of Courts Clerk of Courts P.O. B 413044, Accountant NAPLES, FLORA 34161-3044 Auditor Custodian of County Funds NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGES OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S)�OQ CONSEQUEN�,00,- IS NOTICE IS\SF'RTED IN THE PUBLIC RE00RDS11YORD RTO ADVIS ,THOSE INTERES E4THA,, T.R AIBI.O.V ETI NED PAGES (S) & FILEN M�('S' 04q 't E N MER (S) WILL NOT BE U D �N 11is O CIA L i -6)�D BOOK. ` 10 INCORREC E COUNT �\O TSE CI1�% INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT nIN � TFp tt (tYAY, ev' OF FEBRUARY, 200 •• p Cl U:,:T i ae =Gt T E. BR V LE�tK OFb`R� UIT OQUQT. Gloria rcia �' ;1: Dwight E. Brock Clerk of Courts CLERK O'F'TH COLLIER CO 3301 TAM P.O. NAPLES,F Collier IRCUIT COURT CO THOUSE Clerk of Courts T EAST 413044 Accountant )A 34161-3044 Auditor Vie_ 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 -R y-R COO NT` CONSEQUEN, U THIS NOTICEISASSF�RTED IN THE PUBLIC RE60RDS-ftGRDER TO ADVIS\E\THOSE INTERESTED//T THEAQOVE MENTI0NfFD PAGES (S) & FILE N'MR �t. (S�� I$�Of VFJ T� N MER (S) WILL ( NOT BE f U ED IN TRI OFF��IAL -E bj�D BOOK. 0 `- INCORRECT A4 E COUNT INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TtF`{(8�'6�tli't*ff,�rOy OF FEBRUARY, 2009. e PWQ� T E. BR U LERK OPbA6UIT 0QUU. Q - _ oun Collier 1 �� CLERK Off` TH'E CIRCUIT COURT Dwight E. Brock COLLIER CO , Y -O THOUSE Clerk of Courts g 3301 TAM1 I TRAM EAST Accountant Clerk of Courts P.O. B(* 413044, NAPLES, FLOR\IVA 34161 -3044 Auditor r Custodian of County Funds ii NOTICE OF CORRECTION PLEASE TAKE NOTICE THAT A PAGES OF A DOCUMENT ACTUALLY RECORDED WAS DONE SO IN ERROR AS PAGE NUMBERS (S) 3288-3297 ALSO FILE NUMBER (S}i-ILR Co d CONS EQUE/r+fL(,4�-TtFiIS NOTICES E�RTED IN THE PUBLIC RE60 7SiN-ORDER;O AD ISE THOSE INTERESIIIEkspl� �A JTh{Efi$O-vI- E ;ON, D PAGES (S) A-� & FILE N M(S I O N M ER(S)WILL T� I{ `jNOT BE rv[ N FF1 IAC D BOOK. 0 INCORRECT'I�COUNT �U W.�_-,tip �iCE CA�t v INSERTED IN OFFICIAL RECORD BOOK 4425 AT PAGE (S) 3288-3297 BY DIRECTION OF THE CLERK OF THE CIRCUIT COURT TF�(0'6fStlhAYt ,' Ax. va. OF FEBRUARY, 200f PWIG�T E. BRLEIRK OPL4MUIT �(UIZT 'z Gloria rcia �"'D -Y," To WARRANTY DEED THIS WARRANTY DEED is made this 'LS day of 'Fc�•u" 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 ($10.00) and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that C"njart$- trate in Collier County, Florida, to wit: Subject to e THIS IS VACANT, TOGETHER with t belonging or in anywise e TO HAVE AND TO AND MADE tenements, in :T HEREOF of record. PROPERTY. appurtenances thereto AND the Grantor hereby covendrif"'Fltfi-�Sid 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: (Signature) c G XVch.ar��. zs�y,]_ (Print Name) (Sign ure) Ss rj f F) % �- VaN2TE (Print Name) LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: THOMAS M. TAYLOR, as General Partner THIS CONVEYANCE ACCEPTED BY THE BOARD OF COUNTy COMMISSIONERS. COLLIER COUNTY, FLORIDA, PURSUANT TO AGENDA, GATED: III,, ITEM N0. IDE CLn.v( IlzTlzad9d �lu.a. uv l o S. 4258759 OR: 4425 PG: 3298 CONSERVATION COLLIER Tax Identification Numbers: 00052960004 RECORDED in OTPICIAL RECORDS of COLLIER COUNTY, PL Cattle Vet Area 02/06/2009 at 02:28PN DWIGHT E. IROCI, CLIRA RIC EEE 35.50 Prepared by: DOC -.70 .70 Jennifer B. White, Esquire COPIES 1.00 Office of the County Attorney Retn: 3301 East Tamiami Trail REAL PROPERTY MOMENT Naples, Florida 34112 ATTN:CINDY HIT 8917 (239) 252-9400 INTEROFFICE WARRANTY DEED THIS WARRANTY DEED is made this 'LS day of 'Fc�•u" 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 ($10.00) and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that C"njart$- trate in Collier County, Florida, to wit: Subject to e THIS IS VACANT, TOGETHER with t belonging or in anywise e TO HAVE AND TO AND MADE tenements, in :T HEREOF of record. PROPERTY. appurtenances thereto AND the Grantor hereby covendrif"'Fltfi-�Sid 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: (Signature) c G XVch.ar��. zs�y,]_ (Print Name) (Sign ure) Ss rj f F) % �- VaN2TE (Print Name) LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership BY: THOMAS M. TAYLOR, as General Partner THIS CONVEYANCE ACCEPTED BY THE BOARD OF COUNTy COMMISSIONERS. COLLIER COUNTY, FLORIDA, PURSUANT TO AGENDA, GATED: III,, ITEM N0. IDE CLn.v( IlzTlzad9d �lu.a. uv l o S. OR; 4425 PG; 3299 STATE OF FLORIDA COUNTY OF COLLIER The foregoing Warranty Deed was acknowledged before me this � day of 2009 by Thomas M. Taylor, as General Partner on behalf of Lake Trafford Rdoch, LLLP, a Florida limited liability limited partnership, who is rsonally mown r who has produced as identification. (affix notarial seal) / � ak � t `' IAM l (Signature of Notary Public) TARAMEN x Fob "r+t I,ry�yaq OD64110r �p1f Print Name of Nota Public) eammunwewo20011. ( Notary NOTARY PUBLIC Serial/Commission #: My Commission Expires: (Signature) urc 1l (Print Name) &)I PEC- B. STATE OF FLORIDA COUNTY OF COLLIER LAKE TRAFFORD RANCH, LLLP, a Florida limited liability limited partnership The foregoing Warran as act )TY 9 b 'FWI( ei L ie Trafford anch, LLLP, a Flo' a pe onal known o m rwho has produced /before me this � day of as General Partner on behalf of ity limited partnership, who is as identification. (affix notarial l /i�-�Ck— M co%Mussler (Signa u re of Notary Public) 'i EX%FES: Fehnary T1, 2011 BaNeelM1ulbneelaH..M. (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 ">J Imm HOLE MONTES ENGINEERS PLANNERS SURVEYORS IANDSCAPE ARCHITECTS. EXHIBIT "A Page I Of Z 950 Encore Way - Naples. Flonda 34110 • Phone239.254.2000 • Fax: 239.254.2075 HM PROJECT # 2001111 12/8/08 REF DWG # B-6439 1 OF LEGAL DESCRIPTION_ A PARCEL OF LAND LOCATED IN A PORTION OF SECTION 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST, COLLIER.000NTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST QUARTER CORNER OF SECTION 27, TOWNSHIP 46 SOUTH, RANGE 28 EAST, COLLIER 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.90000'00"W., FOR A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE CONTINUE N.90000'00"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 S.00°00'00" CE OF 640.00 FEET TO THE POINT OF BEGINNING; CONTAINI i R LESS. THIS PROPERTY SUBJECT RECORD BEARINGS SHOWN HERE N OF SECTION 27, TOWNSH P BEING N.0101'0'11 -W. 1. f y. \ HOLE MONTES, CERrIFICA-E OF AU-fvQ6IZ BY •. +tli .fir v i' H:\2001\2001111\W P\PRI2ACRECSL.dm ICTIONS OF T 717SC RTHEAST QUARTER l)T A OUNTY,FLORIDA AS LB # 1772 DA Na EXHIBIT Page Z of OR; 4425 PG; 3301 x: �1g11�1piIIII�OF'�Pix]AtlECLaa rm: 9lQi I Ow W, frog - 1]ym Molla eY /ubwTbn� o m > Z ° R. O U) i !Y O m mo_ m m 3 z z N I N 00'00'00" E 640.00' v s CTj TOO _ H C N 9 N L"R CO j � o a m o -� �T z^uron zi O O+ {rl o b / O + s N V+O..p O/ O N O O< O L✓'� O sii 2 I { � /(/ m o I r'm 'tiLJ1\��� l A © L o a g Z t o Z4 l o Xi \l �/ v Ln / „ z .`f �.I C z m I Z 0 O ,00'049 M „00,00.00 S z ro C..) I O N O o N ogo '� f 3 „l l,01.W S D Z _ (ONRlYjB 30 SIStlB) -( — – – ll – BZ -94 -LZ 03S H3121Vf10 1SV3 HRION 3NIl 1SV3 D WE �u m O r �y c� o D y0 r mA-,I � NZmin V m o N o K: n im m m � A n 1 m I O � z z �z O �� I 4258760 OR; 4425 PG; 3302 RECORDED iR OFFICIAL RECORDS of COLLIER COUNTY, FL 02(06/2009 at 02:28PR UNION? A. BRUCE, CLERK RBC FBI 18.00 CONSERMON COLLIER COPIES 9,00 Tax Identification Numbers: 00052360002,00052440003,00052640007, Retn: 00052680009,00052960004,00053000002, 00053200006, 00053840000, 0005392000180005401110113PROPERTI MADI NAT ATTN,CIRDY NET 8911 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 _� day of 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 consideration paid by the Gra to acknowledged, hereby cony sub successors and assigns, a cit over the land described on 1 transport the oil, gas and in rals, Collier County, Florida, d sc owns and holds such ri ht �p rsu Grantor delivered prior to th? c Subject to eak)*knts, restrictions, THIS i ($10.00) and other valuable sufficiency of which is hereby 4 sells unto the Grantee, its as ment, for access to, on and nt to explore, remove and > in described lands located in I fite Land") on which Grantee > s i a deed from Grantee to 1c tiv with it. of record. TO HAVE AND TO HOLD the— r"iit6fhe 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 v'. n •" "T�Eit-jl..toi:CMfr.aWpRity Clerk ..—at a^tude;i5 I . (OFFICIAL SEAL) This Conn;nee in proved Dy TM t3oaN ON Cou Commmsionam CoMer County Florida, Pursuant To Agenda Date: •.1�lwca Item No: 10, 6 artd 11m)2odl t4e.up. 10 -7 - BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By.42:V2 d,CaLQet. DONNA PIALA, Chairman .gppro4e� nS-ia-�rrh+�e9a1 su-iiiclencc� �IyiaetiCouxty 6ttarnsy "5 r r.) "I my;?, Q• WHIT OVO "m EXHIBIT / HOLE MONTES Page of 7_ ENGNEENS PIANNERS 5UWTV0n5 U DSCAPEARCWTECTS 950 Encore Way • Naples. Flonda 34110 • Plane: 239.254.2000 • Fax: 239.2541075 HM PROJECT # 2001111 12/8/08 REF DWG # B-6436 1 OF 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°5838"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.89001'22"W., FOR A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING OF THE CENTERLINE HEREIN DESCRIBED; THENCE RUN N.00058'38"W., PARALLEL TO THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 35, FOR A DISTANCE OF 29.98 FEET; THENCE RUN N.01009'1 THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID T NCE OF 1238.43 FEET; TO THE BEGINNING OF A TANGE IU CUR AVE SOUTHWESTERLY; THENCE RUN NOR THWESTF, LONG THE ARC OF D FIVE TO THE LEFT, HAVING A RADIUS OF 80.00/FE H ACE TRAL GL OF 90°06'24", SUBTENDED BY A CHORD/OF 13. T A A ING O N. 6012'27"W., FOR A DISTANCE OF 125.81 FEE T N S NC RUN S.88°44'21 "W., FOR A DISTANCE OF 241 .34 H NI A A GENTIAL CIRCULAR CURVE, CONCAVE NORT EA T RL N E Y ALONG THE ARC OF SAID CURVE TO THE RIG ADI 13 E , HROUGH A CENTRAL ANGLE OF 90032'26", SUB ED BY A CHORD 0 91.8 F T A BEARING OF N.45059'26"W., FOR A DIST OF 213.33 FEET T E E SAID CURVE; THENCE RUN N.00043'13"W., FOR A CE OF 1122.79 F T BEGINNING OF A TANGENTIAL CIRCULAR CU NCAVE SOUTHW E ; THENCE RUN NORTHWESTERLY, ALONG TH AID CU T E LEFT, HAVING A RADIUS OF 70.00 FEET, THROUGH A CENt$�3 " SUBTENDED BY A CHORD OF 99.49 FEET AT A BEARING OF N.46 _ $b "A DISTANCE OF 110.65 FEET TO THE END OF SAID CURVE; THENCE RUN S.88042'26"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 550822", 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.36027'47"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 42033'01", SUBTENDED BY A CHORD OF 145.14 FEET AT A BEARING OF S.57044'1 80W., 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.86034'54"W., FOR A DISTANCE OF 1589.15 FEET; THENCE RUN S.85042'33"W., FOR A DISTANCE OF 1968.01 FEET; TO THE BEGINNING OF ATANGENTIAL 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 116018'47", SUBTENDED BY A CHORD OF 144.41 FEET AT A BEARING OF S.27°33'10"W., H:1200112001111 \W PIPRROADSL.dm N EXHIBIT �Y" Page 2- I_ HM PROJECT N 2001111 12/8/08 REF DWG N B-6438 2OF3 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.19023'46 -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.03044'56"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.00024'25'E., FOR A DISTANCE OF 205.06 FEET TO THE BEGIN F A COMPOUND CURVE, CONCAVE EASTERLY; THENCE RUN SOOTHE OF SAID CURVE T'2 THE LEFT, HAVING A RADIUS OF 316.91 FE T NGLE OF 20016'29', SUBTENDED BY A CHORD OF - ET AT A BEA 1 S.11 -38-31'E., FOR A DISTANCE OF 112.14 FEET T BEGINNING OF A RE RS CURVE, CONCAVE WESTERLY; THENCE RUN OU qlRt TH ARC S D CURVE TO THE RIGHT, HAVING A RADIUS F 0. T, 0 ACE TRA ANGLE OF 17014'47", SUBTENDED BY A CHOR OF 1 F T N .1 009'22"E., FOR A DISTANCE OF 174.80 FEE T E D O D U C RUN S.04031'58"E., FOR A DISTANCE OF 310. 8 E; T C 0°3 13 "E. O A DISTANCE OF 140.46 FEET; TO THE BE I. LCI FIVE, CONCAVE NORTHWESTERLY; THEN N SOUTHWESTE AL N ARC OF SAID CURVE TO THE RIGHT, HAVING A S OF 80.00 FEET, O G ENTRAL ANGLE OF 88°25'15", SUBTENDED BY A D OF 111.57 FEE ING OF S.43036'06"W., FOR A DISTANCE OF 123.46 THE END OF AlSE; THENCE RUN S.87°48'43"W., FOR A DISTANC FE T EGINNING OF A TANGENTIAL CIRCULAR CURVE, CONCAVE SO WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING 91[iB QF 1474.47 FEET, THROUGH A 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 156.12 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE NORTHERLY; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 814.75 FEET, THROUGH A CENTRAL ANGLE OF 19050'09", SUBTENDED BY A CHORD OF 280.66 FEET AT A BEARING OF N.88024'52"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.00058'38"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 HA2001\200111 MPIPRROADSLdoc VJ EXHIBIT Page 3 of --�7— HM PROJECT # 2001111 12/8/08 REF DWG It B-6438 3OF3 SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 46 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA WHICH BEARS S.01`16'19"E. TO THE POINT OF TERMINATION. HOLE MONi.HS, INC. LB # 1772 THONJAS 0 _ P.S.M. 45628 STATE OF FLORIDA \NE Cl'?--�- H:\2001\2001111\W P\PRROADSL.dw w 0 EXHIBIT Page.'—of OR: 4425 PG: 3306 H:�30DI�1001111�DMpNMMII.dq lab: 9tE1 f On m. 1m! - 1.19M Hatt" b$ N: Tw n jam y pI� pA 1� €0 W m 11130--- nj� I I C EGmGrnE+Gr.m '" A S O O 0 J W m o N O m IT 0 R '4�WRWO�y�yww l 0 1.1 O OWi a+O V NO W9N W NA N AWNN WZ Y� R. co( J O 00 NmG�J+mN m41 1� xSN nO mm EE xSm 0 �0 p,p-! $D��e'ONWPz NrOOK pAj OpNm+ .� — M o mid< y y r' U) M rFtE clt�C rn m 1 n S O I D I (7 L7 0 N £1 D z C7 0 Q W 11 DCi U i m r cn D m m o z D r r N I mAo� r Rl W Z T (7 Z 10 OX0 ri I ads N mF iZ O Z] m Am O W A Z Z ori N m 2 m S 4. 0 W � �o����oonn�i000� AWN+O�m 0 V O:N W N+'� n mAm W W G^'OAim NO lJ V W m Ap�00aNQ00N fl:�N.O N pOp � N� '�N Om NAO: NOOim V bN�ONiA�NOONiA' :DbN mN�V-`OAmA� bb�= O:ON+t0i000 :OP+J�CON ]1 mAJAO�NV Z N N N N N N N N N N Z Z Z m 04++y. m A++ �l �l+4NyW`14+01 O O+ N N OI A A �: A 01m A A m b�? tnN N4OiN OIJWNNA++(�NNN2 ANN mON, daW O�v� F EF mmmm mF FFFFE O O W U Z 0-X00+OlJ.�tIt [AN OAOINOIl1 UNW W ON a:W000 W �� 91- m 1 z 3 m v s X00 Z i WOY ] }vim ] ONrp os'wa �I 7, M m 0 n 0 O D n A O I � I D Z D rri r o 0 1 m r o 1 m 0 o mmH z m D N n i --I O o0 Z LO ; y 1 UO O m m o N 1 m b ? p. O EXHIBIT Page S Of .L OR: 4425 PG: 3307 (f U f-+ 0 m 0 m co > � -<mm D F o n D rz > e 00 c. cA o > m o D D MATCH UNE SHEET 3= F 4 (f U f-+ g4' L9 m m m m m mzz m <mm D Z 0OO n c 'r m 0 D D EXHIBIT `I Page 6 Of --2— OR: 4425 PG: 3308 MATCH LINE SHEET 2 OF 4 8 a -o L o o y > 0 MATCH LINE ' ° SHEET 3 OF 4 MATCH LINE SHEET 2 OF 4 a� 19P EXHIBIT "fi" Page 7 of I OR: 4425 PG: 3309 Tm s 4 p M 20 - 25Opn Mo"N br &tr Tr i MAkKJM JWM Z rc U. 9Z -94-9Z N011039 0 1S3MH.LnOS 3H1 d0 31,1I1 1SV3 D 3 ,61,91.10 S 0 I I fj; C� m m =mr m z m <mm DZ— U00 n c A m m D D -III LI �J i LINE 3 O 4 *** 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 Y..) of Section 33, Township 46 South, Range 28 East, Collier County, Florida; containing 160.0 acres. 9? THIS PAGE INTENTIONALLY LEFT BLANK C INSTR 4568775 OR 4687 PG 1389 RECORDED 6/1/2011 3:05 PM PAGES 5 DWIGHT E. RROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA REC 844.00 CONSMATM CALLER Pepper Rend, Preserve Steven T. T. Williams, Esquire Office of the County Attorney 3299 Tamlaml Trail East, Suite 800 Naples, Florida 34112-5 74 9 (239)252-8400 ACCESS EASEMENT % THIS ACCESS EASEMENT, made and entered Into this p� day of a 2011, by COWER COUNTY, a political subdivision of the State of Flo a, 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". (1YMrner vad Mrtb Lir 1•mn'G•ntur uM R `�- is Yr(/J�E� bpy rtpeum•tlw+. •,naaoa ed •ugro.)_ 4 \ U Grantor, for and In Fins' oration of TEN consideration paid b thGrt�ee, tits -re acknowledgedhereby nveys, gfgr1ts: q successors an,d as ignsjra��esu!E a' over the land des ed n ibli.I)P� site located In Coll' r CoR' nt , Flg di eF des NOT TO HAVE AND\T pLD the same to enter"upon sa d land for ='160N ao[rrn easement granted herein shehc n$0(N'6a burden the lands described above. ----- p�Ne• b Vtl MMMIi Yd e,eF mpWM I,a`t. RS\(t10. 0) and other valuable d suffi ' n of which is hereby and (do the Grantee, its f§�jlr18access to, on and witdor existing cattle vat t`E�Lhjbit IB' (tete Benefited Land'). together with the right rg cattle vat site. The ith the land and shall IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and year first above written. .. ATTEST;'..,• - _...lerk BOARD OF COUNTY COMMISSIONERS T ---- COLLIER COUNTY, FLORIDA e lnnan tib n te;pi 1 'Fr W. Coyle gitiWri `04119. (OFFICIAL SFJ1L) Approved as to form and legal sufficiencT. 1�17.Wx�— Steven T. Williams rpa •,• Assistant County Attorney ,a.t BOARD THrS OF CYUNCE ACCEPTED By THE COLLIER C UNn COMMISSIONERS, TTMENDAORIDA, DA7�Ep���r ITEM N0. /D 9 OR 4687 PG 1390 MEn W'Y• N3;lm Paid, 3411x• ll + 23925170W• FaeMM42U15_ HM PROJECT 02001111 111108010 REP. DWG. #8-6670 Page 1 of 1 LEGILL. DESCRIPTION: A 30.00 FOOT W TDE STRIP OF LAND LOCATED N A PORTION OF SECTIONS 25, 2T, AND 35, TOWNSHIP 48 SOUTH, RANGE 23 EAST, COLLIER COUNTY. FLORIDA. LYING 15.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERUNE: commENCE AT THE SOUTH QUARTER CORNER EAST, COLLIER COUNTY. FLORIDA THENCE RU NORTHWEST OLIARTER OF SECTION 35, TOWN: FLOMA. FOR A DISTANCE OF 30.00 FEET,TH9 ANGLE OF SO' DISTANCE OF OF 2414.34 FE A TOWNSHIP 48 SOUTH. RANGE 28 ALONG THE -EAST LINE OFTHE RANGE 28 EAST. COWER COUNTY, 17rW, FOR A DISTANCE OF 15.00 FEET SCRIBED: THENCE RUN WW 5975W., F SAID SECTION 35, FOR A DISTANCE - '1NEOFTHESOUTHWEST cT, TO BEGINNING BEGNG OF A THENCE RYN NOR HWESTEW_Y, ALONG 0.00��ET. THROUGH ACENTRAL ATAB G0F N.4fi I27M, FGR A. 'e TO THE RIGHT, SUBTENDED BY A :13.33 FEET TO THE END r T THF RFGINNING OF TROUGH A CE RUN DISTANCE OF LESS. THIS PROPERTY SUBJECT TO EASEMENTj1(EbWk7�OF13 OR RESTR10T10NS OF RECORD TBEARINGS SHOWN OWNSHIP 48 SOUTH,EREON RANGE 25 BTO THE EAST EAST, COLLIER LINE lof�THE NORTHWEST OU4nTM OF SECTION I7. COUNITY. FLORIDA AS BEING S.WW3B.E SIDELINES OF THE HEREIN DESCRIBED CENTERLINE ARE TO BELENGTHENED OR SHORTENED TO mEET THE ANGLE BEGINNING AND TOA ME WHICH BEARS N90wWW. To FORM AND TO A LINE WHICH THE POINT OF TERMPUITI�JENOICLXAR To THE POINT OF HOLE MONTES. INC: CER��7I//FlC--ATE OF AUTHORMATTION�LB 9ITT2 BY �I7P"""" ' ' `/ P.S.M. 85826 t T}iR1,,lA8 N�MUi7PHgr STATE OF FLORR3A ■oNv�u�rti.�a� Hoon Fa1M)af V y= n OR 4687 PG 1391 EXHIBIT -ML �Aae4_of 2_ 1� ■ >» LYI ~z 0 a I ■ OR 4687 PG 1392 EXHIBIT..., F�Pago I of - PA FawnFi)' IbbJ1110• /Iimc9B31m00 •fac IA151301f FBA PRQIECT i 212tm 11100E REF 17WG/B-0 1 DFIFT LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED W A PORTION OF SECTION 27, TOWNSHIP 48 SOUTH. RANGE 28 EAST, COLLIER COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST QUARTER CORNER OF SECTION 27, TOWNSHIP 48 SOUTH, RANGE 28 EAST. COLLIER COMM Ijx*wA, THENCE RM N,01 'I (VI 1'WTHE EAST LINE OF THE NORTHEAST OWIRTER OF CION 27, FOR A DISTANCED BOAR FEET, T! @E C RUN N.80'80D' , FOmc R ArDISTANCiC EOESCR .00 ETTH 7OE FEET TO E i X1 W2DM AlIFYIPPBl2AC>0=� i I� �LiAi *** OR 4687 PG 1393 i4 it* POOR QUALITY ORIGINAL It EXHIBIT "s" I I�allj!'•I �f.yy;�3 : (I !;' �� IN i Page—4 of Zlia�� I II�-- ��(. t-( Ij!I;� �I 11�� �' � ,�=i }'}� iii•' � 'E` _ , `' � i!((l �., =Iii. ; ,I i Ii1 �1i1i9ili I it Iii) �� l �� �' 1 I iii Ei Iii I o z 0 I� m :1e � t1�1i1 Cl 1 Ir� THIS PAGE INTENTIONALLY LEFT BLANK Docwnenrs pmvmm by DalaIaee LLC— Ws pap—tary Imaging and diel Nery system eopWngM 2003. An nynes r-arvcd INSTR 4577950 OR 4694 PG 2608 RECORDED 6/23/2011 12:27 PM PAGES 10 DWIGHT E. RROCK, 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 OF RESTRICTIVE COVENANT (hereinafter Declaration") is made this .c n'day of��/ 20 LL, by Collier County (hereinafter "GRANTOR") and the 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 P_en. 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 ReporURemedial Action Plan dated November 14, 2008, submitted by HSA Engineers and Scientists; 2. Source Removal Report dated August 20, 2009, submitted by HSA Engineer_ 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 i17 Documents prwNed sy nahTree LLC ha Ms impr@Gry Imaging amd tleMery system Copytlght 2003, All dgb[s reservetl 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 % 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 293359, 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 nW7 OR 4694 PG 2610 Documents prwfded by OataTree LLC Va 8s pmprletory Imagln9 and delNery SyaRm CapyrlgM 2OW, NII k h s reservCtl. (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 Documents provided by DalaTree LLC w Fs propdelm, Imaging and delb q system ra,,Oghl 2003, all dghts 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. 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 0 OR 4694 PG 2612 Documents pro'Wea b Oah eLLC ua Ifs proprle%W Ima➢Ing and tleWery sys@m Copy,Ight 4003, NI 09HR M -Wed 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 5 of 9 Documents prosmad by DeteTree LLC Na IYs prap6atou, Imaging and delNary system Copyright 1003, All rights reserved OR 4694 PG 2613 1t IN WITNESS WHEREOF, Collier County has executed this instrument, this day of { 20// ATTEST: ........ "" •••.., BOARD OF COUNTY COMMISSIONERS DWIGHT 12V K7 t ERK OF COLLIER COUNTY, FLORID r •• Lrt . By: FRED W. COYLE, CH iii�natul"a .r� •„" •:i Lt ,S _ Approval for fomippc! legal Sufficiency: Steven Williams Assistant County Attorney STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me thisL d" day of 1 2011, by FRED W. COYLE as Chairman of the Collier County Board of County CommissioCollier County, Florida. (Signature of r��P""ublic -State of Florida) 16(x% 1 r1 ITC_AE (—(- (Print, ITC_AE (-•-L (Print, Type, or Stamp Commissioned Name of Notary Public) Personally Known'— OR Produced Identification Type of Identification rodud ................................... AN MITCHELL ¢ Commlt DD0810028 ?C Wit E)#m 7/29/2012 ?E�pgiv FbMa NdaryAi Nc 00 OR 4694 PG 2614 D—Oanents provIded by OahTree LLC Na Ws peap lnta y hanging and tleWaq system Copyright 2003, All tl' V. ra.a'ad Approved as to for., F ha Florida d ��� f of Env'1mn — ,L -I Protection, Office of General Counsel. Oloawr�V 6 6 IN WITNESS WHA OF, the Florida Department of Environmental Protection has executed this instrument thisZG `� day of ' 2Q-/—/, Signed, seated and delivered in the presence of. FLORIDA DEPARTMENT OF ENVIRONM" AL PROTECTION ay: - . j- -- Print Na e: Jon M. Igieilan Director of South Florida District Of: South Florida District Division of Waste Management 2295 Victoria Avenue, Suite 364 Fort Myers, Florida 33902-2549 Signed, se ed and d ivered int a presence of: Witness: Date: k 20 hl Print Na e: �1:24r-j!-,Dfl Witnes : ,.l.rG� ,��Y,f' lR.. _0ate: A O Print Name. , naP rF. /f ' e/ o . STATE OF FkIrtliA ) COUNTY OF 4-9-G -�^ The foregoing instrument was acknowledged before me this v?01r day of .Jurlts, 20 LL, by �o n! �. .ZGLEo P --T as representative for the Florida Department of Environm9ntai Protection. Personally Known V OR PF.—ftced Identification Type of Identification Produced 66'. AD DENISEM.SCARPt1111 •�k�tSE /Yi. SCRRP[�Lz.f f?. ` Commission DD 829281 Print Name of Notary Public V EVIMOctober8,2012 Commission No. DO 8a9 -ZSR m% am�,rwrd,Lw.,rc.moxsm,u ..�.�.._ Commission Expires: Qe--bbe. r-siaolz pocnmenbs pbn,tled by OnraTree LLC Na Rs pmprle(ary Imaging and del ey sysf m Oopyrlflht 2003. All tlgY,s *a—d OR 4694 PG 2615 EXHIBIT A-1, EXHIBIT "a HOLE MONTES Page 1 pf 2 . eons n.rw wvcnsn v,��4wmcn HM PROJECT i 2D01111 12mm REF DWG # &8139 t OFI LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED 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, COLLIER COUNTY. FLORIDA, THENCE RUN NAt'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.901W001W., FOR A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED: THENCE CONTINUE N.00.00 (V`W., FOR A DISTANCE OF 840.00 FEET: THENCE RUN N.00.00WE., FOR A DISTANCE OF 640.00 FEET; THENCE RUN S.90'OM*E• FOR A DISTANCE OF 840.)D FEET: THENCE RUN 5.00'00WTV., 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 LINE OF THE NORTHEAST QUARTER OF SECTION 27. TOW NS}IIP 46 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA AS BEING "M1. 1-W- . / O'1r =cm. HOLEMONT6S,1.:.; CER)TFICA'FJ_ OPAU"WIZATtON LB 9 1772 .ay it N !, Vl By x • P.S.M. ' . ,.•.TFp 1�; A RP STATE OFF FLORIDAFL • .y O H.1200I,=III NYWRi12ACAECSL dm Page 4 of 17 OR 4694 PG 2616 Documents pati by Datai LLC v,a IYa proprietary Imaging and delvery system Copyright 9003, All III rgs,ad 11 w I ;, II{ o m yv�Wl EXHIBIT -Al. page— OR:U25 M 3301 v In s a i< m E M 3 .u,al.lo S I -NMI30 !o SIM) — — — PZ -2h —LL WS v3lv,M L%V3 RMN 3M1 1SV3 EXHIBIT A-2 � � I Ir o I EXHIBIT -Al. page— OR:U25 M 3301 v In s a i< m E M 3 .u,al.lo S I -NMI30 !o SIM) — — — PZ -2h —LL WS v3lv,M L%V3 RMN 3M1 1SV3 EXHIBIT A-2 *** OR 4694 PG 2617 *** Documents prwMM by D ImTlee LLC Na Its proprIetary Ims,mg and namely system Copynght M3, All IlgMs reservetl 11 POOR QUALITY ORIGINAL ,. ii > I I! is S `Ii it `` t i i I t8 8 1 ._ a Y 1 qg i�yyr_ 4' ;! 4 eq5qS 1tt Qk ya e`iS( .y �1q F3 [ 1`tt t � F i+ I�! Z ---W*M EXHIBIT B I? Page 1 of 1 INSTR 4763019 OR 4855 PG 901 RECORDED 11/15/2012 3:41 PM PAGES 2 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA DOC@.70 $0.70 REE $18.50 PROJECT: Conservation Collier — Pepper Ranch FDEP Monitoring Wells 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 S("ar-atjhe end of each demised term and shall continue in full force and effect u notified the other by registered or certified mail, return receipt re , at leas t �p Q) days prior to the expiration of the demised term of its inter)z V of to renew. ADDITIONALLY, he tMl�sn jte� upon the reasonable ex cis interfere with Grantor's u e f s d Grantor with advance indemnify, defend, save 5 hold harmless reimburse the Grantor e spect to, any e costs and expenses. Gra fa�rther agrees any damage caused to Gran shp7 T eons hereunder. rit- , ,I- ereunder are conditioned grees not tc unreasonably it 'A", and agrees to provide ees, reunder. Grantee shall gainst and from, and to claims, liabilities, laws, at the Grantee's cost, repair antee's exercise of its rights IN WITNESS WHEREOF, the Grantor has caused these presents to be executed in its name this 13H. day of Neven,.6o,- 2012. Dated Project/Acquisition Approved by BCC:J Inoe.m\ger lam, 2012 AS TO GRANTOR: DATED: 1\\ IIX o t 2 ATTEST:., ...,,., BOARD OF COUNTY COMMISSIONERS DWIGHT,ErBROC(L; Clerk COLLIER COUNTY, FLORIDA - M BY: A st al.aa,;C6aIrAlil'd?put CWk FRED W. COYLE, Chairm etanature ani;: Approved as to form and legal sufficiency: Je W ght This Conde anoe Approved Ey The Board fir Counp Assi ant County Attorney Co Ile iCoon(ed Hodda, OR I[ t I N ends Date; i ,s A tans No: 1 4 t *** OR 4855 PG 902 **'* �u��L4fl �1 66 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 southwestJor-185,f et • Follow clearing along sout � Eg0 t for 80 feet. • Well site is 15 feet sout rrri�i%�r ne that r west at GPS point 81029'22.289 W 260 "x248"N in Section nship 46, Range 28. • Monitoring Well site oto creed 5 x5 rea. MW-LT2 Location Infor ati (� • Beginning at GPS of 8 02 '5¢.Ej2 6 2 2 . 9 5"N, Collier County, Section 35, Towns n e , i eci n f Ea e Trafford Rd and Pepper Road. • Follow Pepper Roa 2,505 feet. _Q • Pepper Road turns no flow Pepper Roa west for 80 feet to gate. • Enter Conservation Colli 0eriv�tSaate 11 • Follow Pepper Road north VK.Waetc lig% • 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. 9 INSTR 5147426 OR 5173 PG 2077 RECORDED 7/10/2015 4:09 PM PAGES 3 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA DOC@.70 $0.70 REC $27.00 PROJECT: Conservation Collleo- Pepper Ranch SWFREC-UFIIFAS 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 registeredo�a ail return receipt requested, at least ninety (90) days prior to the expiroot�iq b�e i T M. ADDITIONALLY, th r s and interest gra ed ereunder are conditioned upon the reasonable exerc' e e by rant . Gran a rees not to unreasonably interfere with Grantor's us of h dffffcccc����es d ' it ", and agrees to provide Grantor with advance n tic is hI r h reunder. Grantee shall indemnify, defentl, save a h Id r I e ra to a ainst and from, and to reimburse the Grantor wi all e , claims, liabilities, laws, costs and expenses. Gra further agrees th it he a the Grantee's cost, repair any damage caused to Gra property as a r I o VQ, ntee's exercise of its rights hereunder. f 0(}—r C`�� IN WITNESS WHEREO �IiFrQhYbi;ha caused these presents to be executed in its name this 7't^ day'ot`T_, 2015. f ) Dated Project/Acquisition Approved by BCC: �2,0? LS t �nnrferi. u/t1u /(°D/.3 AS TO GRANTOR: DATED: -I-O S ATTEST: DWIGHT E. BROCK, Clerk G"PO 9r and legality: BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BY: Clerk TIM NANCE, Chairman i Jen61 r A. Be pe o, ssistant County Attorney (D OR 5173 PG 2078 EXHIBIT Page I of ?1 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 I I 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 Trafford project. Maximum well 1. 26027'26.49"N 81030'33.11"W 2. 26027'9.53 "N 81030'15.13"W 3. 26027'0.65"N 81030'9.36"W 4. 26026'50.88'N 81030'0.01"W, 5. 26026'37.40"N 8131'15.49"W 6. 26026'31.27"N 81031'1.50"W 7. 26026'30.15"N 81030'57.51"W 8. 2626'23.79"N 81030'50.39"W 9. 26025'50.66"N 81031'27.17"W 10. 26025'58.75"N 81°31'8.86"W 11. 26025'59.56"N 81030'57.02"W 9 Is for the UFAFAS Lake 1 *"* OR S:L73 PG 2079 *** It EXHIBIT aage Z oC? Best Available image THIS PAGE INTENTIONALLY LEFT BLANK THIS PAGE INTENTIONALLY LEFT BLANK 14urxl 005236000 D [ncufion o Sile Addres. 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'OLLILR CN 274C 2R ALL G40 AC Noeenx.r©0 B"" ]3UI TAT4IA[vII TRL Q D=nlet.110 R" Q 0 January F.Gq R© 0 o p6nnry H e"" 0 Q Mamlt®�0 NAPLE4, FL 34112-4961 April F"4 Nev year InsUhem PayneNs M y ®0 ©Fo� Foq ©©om Now Due THIS PAGE INTENTIONALLY LEFT BLANK A 7 Tax RoH bx1my Syslran Tax Id,mnlbn atcel OU5300000 Lntvlion sass I'FYPR ItD Dale Receipl AIMM Wessed Lxenpt Taxable N4MOKAI FF, I'mpmty APpmd v, Map Pail Ba 0 ®0 ow,e, lnliunmm Lcgdlksmiption Pay Tena Cwww Y. IwAh"N Payrmu COLLIERC'Nl 34628 PORTIONS OF SEC 28 84 Nm Mvr" CIO REAL PROPRTI' MANAG SLC 33 AS DCSC A OR 408H P Deem ei " ©Fc� 3335 TAMIAMI'IR F, STE 101 p91 I DESCRIBED AS PARc.FLs -N.1 hmmry © Fo� Fcbnurry ).UI n.n AyxWiwc ® March ).01 © A ® NAPLES, PL 34112-IIUU( April p( Nva Year hsWlhrxry PayTxtVa Item Ntmlxr� lacmd VA. 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Canary Year Lutnlhiva Payoenm bLL1ER CN 54628 NE1/4, B12 OP EI/ Nowniler 163.5_ ©©©0 '/O CONSERVATION CO OF N W 1/4, LESS OR49 PG4 DBED Decenixr 165.2 UFO" 15000 L1VWGSTbN EO LOLL co, &EPSs PIPPERR Jmtury 166.9_ ®FOVO O DISC PBI2 PG67 LESS OR IS34 P Febnury 168.6©©U 335 TAMIAMI TR E, STE 101 Q 'ootnxcd Scc Tanol March 17_0.3 NAPLES, PL 34109-000 Febntry 163.63 April © Nett tear InsWnrnl Payaemi .nntunud See Tawnl Mnmh 165.2 May ®0 HEAR April ®0 Ne#yrn htValluana Paynemi n H0Fd 2011 Tax Roll hgrwy Syatcm Parcel lD 005384000 lucalun 315 YLPPER RD RvLMOKALE Pmpeny Appueer Map Omer lnlbmuti"I 1,101Iks optim Pay Temp COLLIER CNTI 54628 NEI/4, E12 OF E1 Noteoher158.6 301 TAMIAM[ TRL F NW 114, LESS OR49 PCA DM:) - a ui er 160.3 O COLL CO, &LESS PEPPER J.,,Wy IGL9 O DF–SCPB12PC67LESSOR 1934P Februuy Ifi3.G3 Date Raedpl Anuam Paid 12/08/2011 1906.1_ 16031 Cmtent Yem' Imeii ma Papmnt9 1 Now Ore 013 Tae Roll hgnLy System 'arccl R) 005384000 Lrcatun 31S PEPPER RD IMMO Dale Receipt Anutmt Pmlenl'Appmtwr Map Pail IDI32013 14620.0 160.3 Other lnfomutian Iegl lkuription Pay Tnn. Current YewImWllntim PapreNs COLLIER (:N 354628 NEIN, EI/2 OF EI NowntSerl� ©"" /O REAL PROPERTY MANAGEMEN F WIN, LESS OR49 PCA DEED Decenber Ifi0.3 HFOq 335 TAMIAMI TR E, STE 101 O COLL CO, & LESS PEPPER Rq Jwxauy 161.9 H ®0®0 ESC PBI 2 PG67 LESS OR 1834 P Febntry 163.63 Wqu O .nntunud See Tawnl Mnmh 165.2 APLES, FL 34112-000 April ®0 Ne#yrn htValluana Paynemi May ®0 ©"" H"© Now Due ®0 !O 12 Tae Roll hgotry Sy l= Panel lD 005384W0 Location 315 PFJ'PFR RD MIMOKAL Atte Reeipt Aim.% Pmpeay Appra'.cr Map Pad 11/162_01 2666.1( 158.6 Owaur hYhmntun Leo Deseripfion PayR . ci=w Ye. heaalbem Poynens CO1J rFR CN 54628 NEI/4, EI/2 OF EIA Noten&r158.6 e®0 0 /O RFAL PROPERTY MANAGEMEN F NWI/4, LFSS OR49 PG4 DEED Dec -f— 160.3e "®U 335 TAMIAMITRE, STE 101 LO COLL CO, &L ESS PETPER Rq Imury161.9 �"00 ©0 O DESC PB 12 PGO LESS OR 1834 P Fcbnury OoNhnrd Scc Tauol March 165.2 NAPLES, FL 34112-000 Ma ®0 Next year lrswMem Papmmi May ©o ©"" 0©© Now Dw ®0 2011 Tax Roll hgrwy Syatcm Parcel lD 005384000 lucalun 315 YLPPER RD RvLMOKALE Pmpeny Appueer Map Omer lnlbmuti"I 1,101Iks optim Pay Temp COLLIER CNTI 54628 NEI/4, E12 OF E1 Noteoher158.6 301 TAMIAM[ TRL F NW 114, LESS OR49 PCA DM:) - a ui er 160.3 O COLL CO, &LESS PEPPER J.,,Wy IGL9 O DF–SCPB12PC67LESSOR 1934P Februuy Ifi3.G3 Date Raedpl Anuam Paid 12/08/2011 1906.1_ 16031 Cmtent Yem' Imeii ma Papmnt9 1 u JConlnned See Ta>nrlMashI6f 52P{ APLFS, FL 34112-4961 April FOA May Now De ©0 10 Tae Roll liquuy S)wem =1 R) 005334000 Luuwa 715PFIrPERRD RaAAOKALF. Property Appraiser Map Omer Wommtuu L oD: rription Pay l'ems .00iIFR CN 54628 NEI/4, 51 /2 OF F.1 Nmenier158.G 307 TAMGVvR TRL FNWI/4, LFSS 0It49 YCi4 OFFil.. Ikcmi c lE3r OP COLL CO, & LFSS PFPPFR Ri larawy I6I.9 DESC P13I2 PC67 LESS OR 1874 P Fe6mory 163.63 O aianurA Scc "I'azml March 165.2 APLFS, FL 74112-4961 Apri Fol May Now Due ®0 Ncxl 3ear Incmlhrem Paprrntx ©QD e©o Mal R,vrpt .Nowt Paid 7/24201 118121 163.63 Cumm Year Imtailhi uPapram ©"D 0 H FO M ©n ©POFo� ®"R Nm )ear 1, rWhttN Payrrrms ®©© �Fo�© THIS PAGE INTENTIONALLY LEFT BLANK rA � ATTACHMENT 3 — SUMMARY AND EXPLANATION of ENCUMBRANCES CAO THIS PAGE INTENTIONALLY LEFT BLANK 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. 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 % of the Southwest % of the Southeast '/o and the North 60' of the West ''/z of the Southwest'/ of the Southeast'/ of Section 22, T46S, R28E. Analysis: This access easement is along a berm outside of the Bank boundary t therefore, it is not anticipated to affect the Conservation Easement or the CAp 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 #: 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 _1517 acres of Bank Property not subject to easement EASEMENTS AND RIGHTS OF WAY • Preliminary Report Exception or Exclusion #: • Date: July 12, 1979 (Plat Book 12 Pg 67) Grantor: Collier County Grantee: Collier County GT 1 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 fiom 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 _h 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 EASEMENTS AND RIGHTS OF WAY . Preliminary Report Exception or Exclusion M 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 NEI/4 OF NEl/4 & E 60' OF N 60' OF NWl/4 OF NEI/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 M 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 -o 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 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 90 1) 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 casement 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 Conservation Easement or the Conservation Values of the Bank Property. 1 _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 73 1) 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 NEI/4; Nl/2 OF SEIA; SEI/4 OF SEI/4 OF SECTION 22 • N'h; NE Y< OF SWIA; NI/2 OF SEI/4; SETA of SE1/4 OF SECTION 26 • NI/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 Q 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. 1140_ acres of Bank Property subject to lease 77 acres of Bank Property not subject to lease 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 IN SECTION 27, T46S, R28E Analysis: This Declaration of Restrictive Covenant pertains to a cattle vat reinediation 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 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 _h 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, hie.; 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 CAO THIS PAGE INTENTIONALLY LEFT BLANK cei ►vrFRO awIMIN ME MAMS THIS PAGE INTENTIONALLY LEFT BLANK LO m T � N N U a Z L X O N c N O L o O ® C 3 N Cl) I NLL 42 m L a N N LL ~ U W N O mN 3 c N N O O W N N E Y N L O t O o f m F E • W • 3 I N I N as swo aaoi�val I I clq I • 1• I I • I • ` r f is c a ¢ o d N E vii J y C W Z E N y W U m � � w « A F- �. 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