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Agenda 06/12/2012 Item #11E
6/12/2012 Item 11.E. EXECUTIVE SUMMARY Recommendation to consider ST- PL20120000900: Collier County Government Airport Authority - A Resolution approving Petition ST- PL20120000900 requesting a Special Treatment development permit to construct a parallel taxiway on the west side of an existing runway as well as an apron expansion within the Conservation- Special Treatment Overlay (CON -ST) for a project known as the Marco Island Executive Airport Expansion located in Section 26, Township 51 South, Range 26 East, Collier County, Florida. OBJECTIVE: To have the Board of County Commissioners (BCC) take final action for an After - The -Fact (ATF) Special Treatment (ST) permit within a project known as the Marco Island Executive Airport Expansion, CONSIDERATIONS: On April 10th, 2012 the BCC approved the following: 1) The BCC agrees with staff s clarification that the Marco Island Executive Airport development is properly zoned and is an allowable use within the CON /ST district. 2) The BCC, acting as the Collier County Airport Authority, agrees with staff that the Marco Island Executive Airport is not required to go through the ST permitting process since the Memorandum of Understanding (MOU) meets the requirements of the ST permit. However, the BCC, acting as the Collier County Airport Authority directed staff to process the ATF -ST permit in order to address the Collier County Clerk of Courts concern regarding the current zoning. The current request is for the BCC to approve this ATF -ST permit for the expansion of the existing Marco Island Executive Airport which may partially lie within the Conservation zoning district and Special Treatment overlay (CON -ST) as shown on the current Collier County zoning map. Collier County staff found previous zoning maps (1976, 1982, and 1991) that show conflicting delineations regarding where the CON -ST line actually lies on the project site as presented at the April 10"', 2012 BCC meeting. As such, this ST permit will address impacts that occur from this project within the "true" CON -ST boundary if further analysis demonstrates a boundary different from that depicted on the current zoning map. This would be consistent with the Memorandum of Understanding (MOU) approved by the BCC on September 11th, 2001. This MOU specifically delimits the development of the airport consistent with the Marco Island Executive Airport's 20 -year Master Plan. Staff has processed this application pursuant to the BCC direction of April 10th, 2012 and recommends approval of the issuance of the ST permit as outlined in the attached Resolution. FISCAL IMPACT: The ST permit approval by and of itself will have no fiscal impact on Collier County. The project, permitted under Site Development Plan amendment SDPA -PL- 2010 -418, has recently completed construction in early 2012 and all capital costs for this project have been expended. Packet Page -537- 6/12/2012 Item 11.E. GROWTH MANAGEMENT PLAN (GMP) IMPACT: Future Land Use Element (FLUE): The subject site (recently constructed taxiway area on west side of the airport) appears to be designated as Conservation on the Future Land Use Map and is within the Coastal High Hazard Area. Allowable uses are limited within this Designation and do not include airport use. However, Policy 11.1 in the Transportation Element incorporates the Marco Island Executive Airport Master Plan by reference and said Master Plan depicts the taxiway within the limits of development. Also, a 1996 Inter -local Ingress/Egress Agreement between the Florida Department of Environmental Protection and the Collier County Airport Authority, and the First Amendment to that Agreement, dated August 28, 2000, is consistent with the Memorandum of Understanding (MOU). The agreement was entered into by Collier County, the State of Florida, and several other parties and adopted on September 11, 2001. This MOU specifies that the BCC shall, by Resolution, forever delimit the development of the airport consistent with the Marco Island Executive Airport's 20 -year Master Plan. Transportation Element: Transportation Planning staff has reviewed the petition and has determined that the project does not generate additional vehicular trips as a result of the proposed modification. Therefore, the adjacent roadway network has sufficient capacity to accommodate this project within the 5 year planning period, and the subject application can be found consistent with the Policy 5.1 of the Transportation Element of the Growth Management Plan (GMP). Please note that, as a Public Transit Facility, this project may be exempt from concurrency requirements; as determined by F.S. Statute 163.3180 (4)(b), as amended by Senate HB 7203. Conservation and Coastal Management Element (CCME): Staff finds that the Marco Island Executive Airport Expansion project is consistent with the CCME of the GMP as identified in the Staff Clarification (SC- 2012 -01). Comprehensive Planning staff finds the ATF -ST permit may be found consistent with the FLUE and the other applicable elements of the GMP. ENVIRONMENTAL ADVISORY COUNCIL (EAQ RECOMMENDATION: Chairman Hushon moved to recommend the Board of County Commissioners approve the Marco Island Executive Airport Expansion Special Treatment Permit — ST -PL- 2012 -0900 subject to the following conditions: 1. The Conservation Easement (required in #5 of the September 11, 2001 MOU) and Vegetation Management Program (required in #2 of the September 11, 2001 MOU) are to be prepared within 3 months and adopted/approved within 6 months (of issuance of the permit). 2. Upon development of a draft "Vegetation Management Program," the necessary parties are to begin operating under the auspices of the proposed Program. 3. Said Conservation Easement to be "recorded." 4. All signatories or their successors (The Conservancy of Southwest Florida, The National Audubon Society, The Florida Audubon Society, The Environmental Defense Fund, Izaak Packet Page -538- 6/12/2012 Item 11.E. Walton League - Florida Division, The Florida Department of Environmental Protection, The South Florida Water Management District, The Florida Department of Community Affairs, The Deltona Corporation and Collier County) to be notified of the process (for developing the Vegetation Management Program) and given an opportunity to participate in an information/agreement meeting. Second by Mr. Sorrell. Carried unanimously 5 — 0. COLLIER COUNTY PLANNING COMMISSION (CCPCI RECOMMENDATION: Collier County Planning Commission (CCPC) supports the petition and EAC stipulations for approval unanimously 9 -0, subject to one change to EAC stipulation # 2 as follows: 2) Upon development of an approved "Vegetation Management Program," the necessary parties are to begin operating under the auspices of the proposed Program. LEGAL CONSIDERATIONS: This item has been reviewed and approved for legal sufficiency. A majority vote of the Board is necessary for Board action. HFAC RECOMMENDATION: Staff concurs with the recommendations of the CCPC and further recommends that the Board of County Commissioners approve the request subject to the attached resolution that includes both the staff recommendation and the CCPC recommendation. PREPARED BY: Chris D'Arco, Environmental Specialist, Land Development Services Department, Growth Management Division, Planning & Regulation Attachments: 1) Application 2) CCPC Staff Report 3) EAC Staff Report 4) Staff Clarification (SC- 2012 -01) and Memorandum of Understanding (MOU) 5) Site Development Plan Amendment 6) FDEP and USACE Permits 7) Resolution (includes Exhibit A — ST Overlay Affected Area Map; Exhibit B — Overall Project Site /ST Overlay) Packet Page -539- COLLIER COUNTY Board of County Commissioners Item Number: 11.E. 6/12/2112 Item 11.E. Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to consider ST- PL20120000900: Collier County Government Airport Authority - A Resolution approving Petition ST- PL20120000900 requesting a Special Treatment development permit to construct a parallel taxiway on the west side of an existing runway as well as an apron expansion within the Conservation - Special Treatment Overlay (CON -ST) for a project known as the Marco Island Executive Airport Expansion located in Section 26, Township 51 South, Range 26 East, Collier County, Florida. (Chris D'Arco, Land Development Services, Growth Management Division, Environmental Specialist) Meeting Date: 6/12/2012 Prepared By Name: DarcoChristopher Title: VALUE MISSING 4/27/2012 1:46:38 PM Approved By Name: LorenzWilliam Title: Director - CDES Engineering Services,Comprehensive Date: 4/27/2012 2:57:29 PM Name: BellowsRay Title: Manager - Planning, Comprehensive Planning Date: 4/30/2012 9:08:28 AM Name: PuigJudy Title: Operations Analyst, GMD P &R Date: 4/30/2012 11:04:59 AM Name: BosiMichael Title: Manager - Planning,Comprehensive Planning Date: 4/30/2012 11:18:18 AM Packet Page -540- Name: AshtonHeidi Title: Section Chief /Land Use- Transportation,County Attor Date: 5/1/2012 9:35:02 AM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 5/1/2012 1:29:36 PM Name: GreenwaldRandy Title: Management/Budget Analyst,Office of Management & B Date: 5/2/2012 8:53:47 AM Name: KlatzkowJeff Title: County Attorney Date: 5/2/2012 9:32:51 AM Name: OchsLeo Title: County Manager Date: 6/5/2012 9:38:30 AM Packet Page -541- 6/12/2012 Item 11.E. 6/12/2012 Item 11.E. Item VI. A ENVIRONMENTAL ADVISORY COUNCIL STAFF REPORT MEETING OF MAY 2 °d. 2012 I. NAME OF PETITIONER/PROJECT Petition No: Special Treatment Permit ST- PL2012 -900 Petition Name: Marco Island Executive Airport Expansion Applicant/Developer: Collier County Airport Authority Engineering Consultant: Q.Grady Minor, Inc. H. LOCATION The subject parcel is located east of Collier Boulevard (S.R. 951), south of Tamiami- Trail East (U.S. 41), and north of the Jolley Bridge in Sections 26 and 35, Township 51 South, Range 26 East. It is accessed via Mainsail Drive. Potential area of Impact to ST Overlay — Marco Island Executive Airport Packet Page -542- EAC Meeting Page 2 of 7 III. DESCRIPTION OF SURROUNDING PROPERTIES ZONING N - (CON -ST) S - CON -ST E - CON -ST W — CON -ST and PUD (Marco Shores Country Club PUD) IV. PROJECT DESCRIPTION AND BACKGROUND 6/12/2012 Item 11.E. DESCRIPTION Undeveloped Undeveloped Undeveloped Undeveloped Residential and Golf Course development This after the fact (ATF) Special Treatment (ST) permit application (Attachment A.1) is being brought forth through the public hearing process as directed by the Board of County Commissioners (BCC) at their meeting April 10th, 2012. It is for the expansion of the existing Marco Island Executive Airport, which may partially lie within the Conservation zoning district and Special Treatment overlay (CON - ST) as shown on the current Collier County zoning map. However, staff found previous zoning maps (1976, 1982, and 1991) that show conflicting delineations regarding where the CON -ST line actually lies on the project site. As such, this ST permit will address impacts that occur from this project within the "true" CON -ST boundary if further analysis demonstrates a boundary different from that depicted on the current zoning map. This would be consistent with the Memorandum of Understanding (MOU) approved by the BCC on September 11 th , 2001 (Attachment B). This MOU specifically delimits the development of the airport consistent with the Marco Island Executive Airport's 20 -year Master Plan. The project includes the construction of a parallel taxiway on the west side of the existing runway as well as the apron expansion. The project, permitted under Site Development Plan amendment SDPA -PL- 2010 -418, has recently completed construction in early 2012. Below are excerpts from the Staff Clarification (SC- 2012 -01 Attachment A.2) that was presented for the BCC meeting on April 10th, 2012 regarding the Marco Island Executive Airport. "On March 26, 2012, the Collier County Clerk of the Circuit Court submitted an internal audit of the Marco Island Executive Airport Parallel Taxiway expansion project. The findings of this audit indicate that LDC Section 2.03.09.E of the Conservation Zoning District doesn't permit an airport or any aviation related uses nor are these uses permitted in Section 2.01.03 as an essential service. In addition, the audit indicates that Resolution 2001 -345 contains a provision that the development of the Marco Island Packet Page -543- 6/12/2012 Item 11.E. EAC Meeting Page 3 of 7 Executive Airport will not occur outside of the geographic confines of the development footprint under the "Limits of Development" map. The audit concludes that it does not appear that proper zoning was in place prior to the construction for the parallel taxiway expansion project. As a result, the portion of the airport property zoned CON -ST needs to be rezoned to a zoning district that would allow an airport use. "Staff has determined that the expansion plans as depicted in SDPA -PL- 2010 -418 to the extent that it authorized work in the CON -ST zoned airport property are consistent with the 1996 Inter -local Ingress /Egress Agreement and the First Amendment to the 1996 Interlocal Ingress /Egress Agreement dated August 28, 2000 between DEP and the Collier County Airport Authority and is consistent with the Memorandum of Understanding (MO19 that was entered into by Collier County, the State of Florida, and several other parties and adopted on September 11, 2001. This MOU (See Attachment B) specifies that the BCC shall, by Resolution, forever delimit the development of the airport consistent with the Marco Island Executive Airport's 20 year Master Plan. This Master Plan, as incorporated in the Collier County Growth Management Plan (GMP), includes the parallel taxiway on the west side of the existing runway on the CON -ST zoned properties. Based upon the adopted MOU in which the the applicable parties agreed that aviation related uses are allowed on the CON -ST airport properties, staff was able to approve the development plans depicted in SDPA -PL- 2010 -418. This determination is supported by Objective 11 and Policy 11.1 of the Transportation Element of the GAP which provides that the County shall "maintain County owned airport facilities"... consistent with the approved Airport Master Plan for each airport " and "shall incorporate by reference the Marco Island Executive Airport Master Plan ". Both the 1996 and the 2009 Marco Island Executive Airport Master Plans clearly show the expanded taxiway area (See portions of master plans in Attachments C and D) Lastly, although the LDC does not expressly authorize the taxiway in the CON -ST District, when there is a conflict between the GMP and the LDC, the provisions of the GMP prevail pursuant to LDC Section 1.03.01.E that reads as follows: E. In all circumstances, the provisions of these regulations shall be interpreted and construed to be consistent with the GMP. Where any provision(s) of these regulations are determined to be in conflict with the GMP, the GMP shall control. It is our opinion that this LDC provision provides a context that supports the use of the development plans that are contained in the Marco Island Executive Airport Master Plan to address any inconsistencies with the LDC in regards to the use of the subject property. Therefore, the adopted Airport Master Plan controls over the LDC and that portion of the airport property zoned CON -ST does not need to be rezoned to a zoning district that would expressely allow for aviation related uses. Our conclusion is supported by the existing airport facilities that protrude into the CON -ST District. " Packet Page -544- 6/12/2012 Item 11.E. EAC Meeting Page 4 of 7 On April I Wh, 2012 the BCC made the motion to approve the following: 1) The BCC, acting as the Collier County Airport:. Authority agrees with staff's clarification that the Marco Island Executive Airport development is properly zoned and is an allowable use within the CON /ST district. 2) The BCC agrees with staff that the Marco Island Executive Airport is not required to go through the ST permitting process since the MOU meets the requirements of the ST permit. However, they directed staff to process the ATF -ST permit in order to address the Collier County Clerk of Courts concern regarding the current zoning. V. GROWTH MANAGEMENT PLAN CONSISTENCY A. Future Land Use Element The subject site (recently constructed taxiway area on west side of airport) appears to be designated as Conservation on the Future Land Use Map and is within the Coastal High Hazard Area. Allowable uses are limited within this Designation and do not include airport use. However, Policy 11.1 in the Transportation Element incorporates the Marco Island Executive Airport Master Plan by reference and said Master Plan depicts the taxiway within the limits of development. Also, a 1996 Inter -local Ingress /Egress Agreement between the Florida Department of Environmental Protection and the Collier County Airporr Authority, and the First Amendment to that Agreement, dated August 28, 2000, is consistent with the Memorandum of Understanding (MOU) that was entered into by Collier County, the State of Florida, and several other parties and adopted on September 11, 2001. This MOU specifies that the BCC shall, by Resolution, forever delimit the development of the airport consistent with the Marco Island Executive Airport's 20 -year Master Plan. B. Conservation & Coastal Management Element Staff finds that the Marco Island Executive Airport Expansion project is consistent with the CCME of the GMP as identified in the attached Staff Clarification (SC- 2012 -01). VI. MAJOR ISSUES A. Stormwater Management The existing stormwater management system for this project was permitted and issued by the Florida Department of Environmental Protection (FDEP). (See attached permit FDEP ERP No: 11- 0129042 -002) Packet Page -545- 6/12/2012 Rem 11.E. EAC Meeting Page 5 of 7 B. Environmental State and Federal environmental permitting for this project has been completed. Specifics of wetland impacts, listed species concerns, and mitigation requirements are contained within the attached permits. (FDEP ERP No: 11- 0129042 -002 and USACE SAJ- 1997 -2362 (IP -HWB). VII. RECOMMENDATIONS Staff recommends approval of ST- PL2012 -900 with no stipulations. Packet Page -546- EAC Meeting Page 6 of 7 PREPARED BY: CHRIS D'ARCO ENVIRONMENTAL SPECIALIST LAND DEVELOPMENT SERVICES DEPARTMENT STORMWATER AND ENVIRONMENTAL PLANNING SECTION JACK MCKENNA, P.E. ENGINEERING REVIEW MANAGER LAND DEVELOPMENT SERVICES DEPARTMENT ENGINEERING REVIEW SERVICES SECTION FRED REI'SCHL, AICP SENIOR PLANNER LAND DEVELOPMENT SERVICES DEPARTMENT ZONING SERVICES SECTION Packet Page -547- 6/12/2012 Item 11.E. DATE DATE DATE 6/12/2012 Item 11.E. EAC Meeting Page 7 of 7 REVIEWED BY: JERRY KURTZ, P.E. ` DATE LAND DEVELOPMENT SERVICES DEPARTMENT MANAGER, STORMWATER AND ENVIRONMENTAL PLANNING SECTION DIRECTOR LAND DEVELOPMENT SERVICES DEPARTMENT HEIDI ASHTON -CICKO ASSISTANT COUNTY ATTORNEY OFFICE OF THE COLLIER COUNTY ATTORNEY APPROVED BY: '-NICK CA A , GUI X-' ADMINISTRATOR ` GROWTH MANAGEMENT DIVISION Packet Page -548- DATE DATE DATE 6/12/2012 Item 11.E. cot per county COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 LAND DEVELOPMENT SERVICES (239)252 -2400 FAX (239)252 =6358 www.coillemov.net DEVELOPMENT PERMIT PETITION FOR SPECIAL TREATMENT DESIGNATED LAND PETITION NO (AR) PROJECT NAME PROJECT NUMBER For Sfaff Use Only DATE PROCESSED /DUE DATE ASSIGNED PLANNER On Site Inspection By: Comments: ABOVE TO BE COMPLETED BY STAFF APPLICANT INFORMATION NAME OF OWNER(S) TIITF State of Florida / Collier County (see Exhibit 1 attached) MAILING ADDRESS 3900 Commonwealth Blvd, Tallahassee / 3299 Tamiami Trail E, #303, Na TELEPHONE # 850.245.2555 / 239.252.8097 E -MAIL ADDRESS: NAME OF AGENT D. Wayne Arnold, AICP, FAX # 850.245.2572 / 239.252.3602 MAILING ADDRESS Q. Grady Minor and Associates, P.A., 3800 Via Del Rey, Bonita Springs, FL 34134 TELEPHONE # 239.947.1144 FAX # 239.947.0375 E -MAIL ADDRESS: warnoid @gradyminor.com PERMIT INFORMATION General Location: Conservation land adjacent to Marco Island Executive Airport and the airport Legal Description of Property: See attached boundary survey Nature of Petition: Please see Exhibit 2 attached Owner /Applicant Date Revised: 9/8/2011 Packet Page -549- 6/12/2012 Item 11. E. Development Permit Petition for Special Treatment Designated Land Exhibit 1 Name of Owner(s) Packet Page =550- Details Property Record Sketches Trim Notices Current Ownership �- Parcel No.11 00744280005 IlPrope rty Address I NO SITE ADDRESS 6/12/2012 Item 11.E. Legal 27 51 26 ALL SECTIONS 27 + 26 LYING E OF SR 951, LESS MARCO AIRPORT + TERMINAL, ALSO LESS MARCO SHORES UNIT 1 895 AC For more than four lines of Legal Description please call the Property Appraiser's Office, I Section Township Il Range 11Acres *Acreage Map No. Il Strap No. 27 51 26 1 895 11 6B27 512627 001.0006827 4 MillwnA Rwtoc Sub No. $ 1,342,500.00 ACREAGE HEADER Millage Area School Other Total Use Code 87 GOVERNMENT 130 5.527 6.9951 1112.52211 2011 Certified Tax Roil (Subject to Change) If all Values shown below equal 0 this parcel was created after the Final Tax Roll Land Value $ 1,342,500.00 ( +) Improved Value ( =) Market Value $ 0.00 $ 17342,500.00 ( -) SOH Exempt Value & Other Exemptions $ 0.00 ( =) Assessed Value $ 1,342,500.00 ( -) Homestead and other Exempt Value $ 1,342,500.00 (_) Taxable Value $ 0.00 1( =) School Taxable Value (Used for School Taxes) $ 0.00 svrr = save uur domes" exempt value clue to cap on assessment increases. *See Instructions for Calculations Latest Sales History Date Book - Page I- Amount 12/1969 F 1125-1237 $ 0.00 12/1969 337-431 $ 0.00 The Information is Updated Weekly. Packet Page Pag�e -551- h tt P� / /www.colliera P raiser.com/RecordDe 4/23/2012 Details Property Record Sketches Trim Notices Current Ownership Parcel No. JProperty Addressil 2007 MAINSAIL DR 6/12/2012 Item 11.E. Legal 126 51 26 COMM NE CNR SEC 26, N88DEG W1569.5FT, S12 DEG E1230FT TO POB, S78DEG W150FT, S12DEG E220FT, S78 *For more than four lines of Legal Description please call the Property Appraiser's Office. Section Township I Range Acres *Acreage I Map No. 11 Strap No. 26 51 26 64.47 6626 512626 002.0006626 Millaae Rates Sub No. 100 ACREAGE HEADER `A, Millage Area School Other Total Use Code ( =) Assessed Value IGOVERNMENT 21 5.527 11 6.4951 12.0221 2011 Certified Tax Roll (Subject to Change) If all Values shown below equal 0 this parcel was created after the Final Tax Roll Land Value $ 2,256,450.00 ( +) Improved Value $ 1,431,478.00 (_) Market Value $ 3,687,928.00 ( -) SOH Exempt Value & Other Exemptions ( =) Assessed Value $ 3,687,928.00 ( -) Homestead and other Exempt Value $ 3,687,928.00 (_) Taxable Value (_) School Taxable Value (Used for School Taxes)l $ 0.00 SOH = "Save Our Homes" exempt value due to cap on assessment increases. I *See Instructions for Calculations Latest Sales History Date Book - Page Amount 0311995 2034-1261 $ 0.00 The Information is Updated Weekiy. http:// www .collierappraiser.com/RecordDe Packet Page -552 FolioID= 00744080001 4/23/2012 r --•- r - 6/12/2012 Item 11.E. Development Permit Petition for Special Treatment Designated Land Exhibit 2 Permit Information Nature of Petition The ST Permit will recognize the recently completed taxiway improvements for the Marco Island Executive Airport. A portion of the taxiway improvements are located within lands zoned CON -ST. A memorandum of understanding, and ingress- egress easement were previously approved for the taxiway improvements. An Environmental Resource Permit (ERP) has been approved authorizing the improvements. The improvements are consistent with the approved Marco Island Executive Airport Master Plan. Packet Page -553- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ LAND DEVELOPMENT SERVICES 6/12/2012 Item 11.E. Cor County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239)252 -2400 FAX (239)252 -6358 www.colliergov.net SUBMITTAL REQUIREMENTS NOTE: THIS PETITION MUST BE ACCOMPANIED BY A PLOT PLAN AND ANY OTHER APPLICABLE INFORMATION AND DATE REQUIRED BY THE DIRECTOR. / Completed Application signed by the owner ► Proof of Ownership (Warranty Deed or Tax Statement) ► Non - refundable Application Fee: $400 for 5 acres or less, plus $50 per acre over 5 acres. (Maximum of $5000) Make check payable to Board of Collier County Commissioners. ► Owner /agent authorization if petitioner is different from the owner / Map of Site location ► Site Plan including all proposed impacts and non - pervious calculations ► Approved jusridictional wetland lines (if applicable) ► Return completed application package to: Growth Management Division Intake Planner 2800 N Horseshoe Drive Naples, FL 34104 Revised: 9/8/2011 Packet Page -554- 6/12/2012 Item 11.E. WORK 012DER/PUI2C1jASE ORDER Agizrmenl for' Fixed Teritt Pmfessicnsl Engineering Services" Dated: March 9, 201 D (Contract 09 -5262) This Work- Order is for professional engineering and consulting services for work !mown as: Project Name: STPertnit Application Marco Island Excculivc Airport Taxiway Construction & Apron Expansion Project Project No: 33127 The work is specified in the proposal dated April 23, 2012 which is attached hereto and made a part of this Work Order. In accordance with Tennis and Conditions of the Agreement referenced above, Work Ordcr/Purehase (Order 4 is assigned to; Q. Grady Minor & Associates. Scope of Work: As detailed in the attached proposal dated April 23, 2012 and the following: complete required Collier County ST application, assist Collier County Growth Management Staff with ohtaining supportive information, and tilethe application. Schedule of Work: Complete work within ninety (90) days from the date of the Notice to Proceed which is accompanying this Work Order. Compensation: In accordance with Article Five of the Agreement, the County will compensate the Finn in accordance with following m- thod(s): ®Nesatiated Lump Sum of 4BRIMas provided in the attached proposal. TOTAL FEE I )Autp Sum) t t ATTEST: Q. GEt++ 1' 19II & ASSOCIATES, P.& Trtaturc Mad: tore Prtsi lent f COL fA-1 QeU TY_AtOOR'T i4OR r�TTEST: f f6,t J.( E ✓..,C ✓ %� � i ,. Aar : � /, ,.xir ..Srgrtaturr VV C01,1JER C iN AIRPOR ttTf10RIT)' I Chris Curry,Execu&c Director Art Packet Page -555- 6/12/2012 Item 11.E. Co elr Cart my COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION! NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -5724 WWW.COLUERG0V.NE`T ADDOESSiNG CHECKLIST Please complete the following and fax to the Operations Department at 239- 252 -5724 or submit in person to the Addressing Department at the above address. Form must be signed by Addressing_ Personnel prior to dce- anoli 'an meeting, eleass allow 3 days for processing_ Not all items will apply to every project. Items in bold type are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Department. PETITION TYPE (indicate type below, complete a separate Addressing Chacklist for each Petition type) ❑ BL (Blasting Permit) ❑ SDP (Site Development Plan) ❑ BD (Boat Dock Extension) ❑ SDPA (SDP Amendment) ❑ CamivaUCircus Permit ❑ SDPI (Insubstantial Change to SDP) ❑ CU (Conditional Use) ❑ SIP (Site Improvement Plan) ❑ EXP (Excavation Permit) ❑ SIPI (Insubstantial Change to SIP) ❑ FP (Final Mat ❑ SNR (Street Name Change) ❑ LLA (Lot Line Adjustment) ❑ SNC (Street Name Change — Unplatted) ❑ PNC {Project Name Change) ❑ TDR (Transfer of Development Rights) ❑ PPL (Plans & Plat Review) ❑ VA (Variance) ❑ PSP (Preliminary Subdivision Plat) [] VRP (Vegetation Removal Permit) ❑ PUD Rezone ❑ VRSFP (Vegetation Removal & Site Fiff Permit) ❑ RZ (Standard Rezone) IN OTHER Spwlal Treyw a t Parmlt LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached) Marco island Executive Airport r, L1— 24, -.aL PRQEL l yk�P�R� p 1 Eat p FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, leg $c�r'/�jfio %rr)ore tha o e�'"� 00744280005 STREET ADDRESS or ADDRESSES (as applicable, walready assigned) Q C) XN4L . nC -7 LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right - of-way SURVEY (copy - needed only for unplatted properties) PROPOSED PROJECT NAME (rfapplicable) PROPOSED STREET NAMES (ff applicable) SITE DEVELOPMENT PLAN NUMBER (fvrexisting projeaWskes only) SDP or AR or PL # 2010 -0418 Packet Page -556- Ail 6/12/2012 Item 11.E. Go er Coxrilty COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DrASIONT NAPLES, FLORIDA 34104 PLANNING AND REGULATION (;!39) 252 -2400 FAX (239) 252 -5724 W W1N,COLLIERGQV. N ET Project or development names proposed for, or already appearing in, condominium documents (if application; indicate whether proposed or existing) Please Check One: © Checklist is to to Faxed back APPLICANT NAME: Sharon Umpenhour PHONE 239 -947 -1 144 FAX [] Personally Ricked Up 239 - 947735 Signature on Addressing Checklist does not constitute Project andlor Street Larne approval and is subject to further review by the Operations Department. FOR STAFF USE ONLY FLN Number (Primary) Folio Number C) n CX ? Folio Numberuc�4C'� Folio Number Approved by: Crate: Updated by: Data, - IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED Packet Page -557- 6/12/2012 Item 11.E. Ietn. 1912946 OR: 2034 PG: 1261 CL1I1 TO TBI SOAID AROUND In th 011ICIA1 11COIDS of COLLIII COUNTY, 1L IntI0111Ct 5T1 1L001 03/01/15 it 10ASLI DNIGBT 1. BIOC1, CLIH UC 111 10.50 117 1405 COPI13 1.00 BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FEW 3.00 OF THE STATE OF FLORIDA QUITCLAIM DEED Deed No. 29138 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA is, by Section 253.03, Florida Statutes, authorized and empowered to convey certain lands under the terms and conditions set forth herein; and, WHEREAS, pursuant to Chapter 93 -282, Laws of Florida, the 1993 Florida Legislature did approve this transfer on the 15th day of May, A. D. 1993. NOW, THEREFORE, the INTERNAL IMPROVEMENT "GRANTOR ", under au for and in consids a, to it by the BO 01 0 FLORIDA, 3301 East Qi "GRANTEE ", has by these presents GRANTEE, its successors, �"UND OF Cha Cqf Aol( mi Trail, 1 released, en reli OF TRUSTEES OF THE OF FLORIDA, as 93 = ;82� Laws of Florida, iderations, made COLLIER COUNTY, ',�orida 33962 as quitclaimed, and and quitclaim unto igns, forever, all the right, title, interest, claim and demand which GRANTOR may have in and to the following described lands in Collier County, Florida, to -wit: That certain land parcel lying in and being part of Section 26 and 35, Township 51 South, Range 26 East, Collier County, Florida, being more particularly described as follows: Commence at the Northeast Corner of said Section 26; thence run N88.44106 "W along the north line thereof, a distance of 1569.50 feet; thence leaving said north section line run S12000100 "E a distance of 1230.00 feet to the Point of Beginning of the parcel of land hereinafter described; thence N78.00005 "E a distance of 150.00 feet; thence S12.00100 "E a distance of 70.00 feet; thence S46001110 "E a distance of.241.30 feet; thence S12000000 "E a distance of 5250.00 feet'; thence S41.28116 "W a distance of 168.00 feet; thence 078•0blO0 "W a distance of 300.00 feet; thence N12.00100 "W a distance of 250.00 feet; thence S78.00f00 "W a distance of 175.00 feet; thence N12.00100 "W a distance of 350.00 feet; thence N56011155 "E a distance of 188.48 feet; thence N12.00000 "W a distance of 3560.00 feet; thence S78 000100 "W a distance of 350.00 feet; thence N12.00100 "W a distance of 1170.00 feet; thence N77059'56 "E a distance of 350.00 feet; thence N12.00100 "W a distance of 220.00 feet; thence N78.00105 "E a distance of 150.00 feet to the Point of Beginning. Page 1 of 2 � Deed No. 29138 Packet Page -558- 6/12/2012 Item 11.E. OR: 2034 PG: ALU1. SAVING AND RESERVING unto GRANTOR and its successors an undivided three- fourths interest in, and title in and to an undivided three - fourths interest in, all the phosphate, minerals, and metals that are or may be in, on, or under the said land and an undivided one -half interest in all the petroleum that is or may be in, on, or under the said land with the privilege to mine and develop the same. PROVIDED, HOWEVER, anything herein to the contrary notwithstanding, this deed is given and granted upon the express condition that if the above described real property ever ceases to be used as an airport, title to the above-described real property shall automatically revert to the GRANTOR. TO HAVE AND TO HOLD the above - described premises subject to outstanding easements, reservations and other interests appearing of record. i IN TESTIMONY WHE OF THE INTERNAL IMP VFFP�+ have hereunto subs ibbd seal of said BOARD/OF/T; FUND OF THE STATE F( of Tallah &see, F or A.D. 19� I K the member a \o RLT FUND 0 Aheik -nazes -land BOARD OF TRUSTEES 01 INTERNAL IMPROVEMENT (� TRUST FUND OF THE STATE�< OF FLORIDA \\ - •_1i' R'Yr6i .y fir,, « r01 APPROVED AS TO FORM AND LEGALITY DEP Attorney Page 2 of 2 Deed No. 29138 `the BOARD OF TRUSTEES T OF FLORIDA ,)ES,T,AE sed the official ROVEMENT TRUST d in the City _C e ws 5 BOB BUTTERWORTH A70RHEY GENERAL - ERALD LEWIS 1 COMPTROLIfER . / 1 =7 \ 1 n 1 CgMMISSIONER OlfilCGRICULTURE COMKISSIONER OF EDUCATION An and Constituting the BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA Packet Page -559- 6/12/2012 Item 11.E. 0;0'9 ;Z ;'I ),1 '5 '1985 'MAR 14 PM 4: 24 :Mw' bik rlautNT -y RECORDED This instrument prepared bye WILLIAM I. LIVINGSTON 3250 S.W. Third Avenue Miami, Florida 33129 r.? 792- S"' REC LV-.jt:o- WARRANTY DEED DOOR A'= 6 b INT THIS INDERTURE, made this day of AjA7ECN 1985, between THE DELTONA CORPORATION, a Delaware corporation, authorized to conduct business in the State of Florida, party of the first part, and THE STATE OF FLORIDA BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND, whose address is 3900 Commonwealth Boulevard, Room 412, Tallahassee, Florida 32303, party of the second part; WITNESSETH, that the said party of the first part, for and in consideration of t T,efl No /100 Dollars ($10.00) and other valuable nr� 3.on o 'i `i� d paid by the said party of the firsi/ t, t" he to and i iency whereof is hereby acknowledged ha , , ined a d sld to the said party of the s L n ''�c ignls forever, all of its right, �itl `a'�d ii t re t i d t t � described in Exhibit "A taaA; d by a r 1�:,rty made a part j hereof, situate �'ng and being in Co nt]f Collier, State of Florida, such arty being subjec o ter' f lowing: 1. Taxes for th U" qu nt years; 2. Zoning ordinances of Co ier County, Florida; and 3. Restrictions, reservations, easements and leases of record. AND the said party of the first part does hereby fully CJ ? warrant the title to said land, and will defend the same against Ci �W N w N the lawful claims of all persons whomsoever. o IN WITNESS WHEREOF, the said party of the first part has zo caused these presents to be signed in its name, by its proper DF3_ = y N's officers, and its corporate seal to be affixed and attested by a?�a w a,`' its corporate secretary, the day and year first above written. w 0. u—' Received $�_ Documentary Stamp Tax Collier County, Florida „ William J. Reagan, Clerk by D.4; 1 Packet Page -560- O. ca cm — o — O N 7X c n 0 0 'I'M L7 w rri 6/12/2012 Item 11.E. q Ci0 fi6T C01414ty STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION FROM: LAND DEVELOPMENT SERVICES DEPARTMENT GROWTH MANAGEMENT DIVISION - PLANNING & REGULATION HEARING: MAY 3, 2012 SUBJECT: PETITION: ST- PL- 2012 - 0000900, MARCO ISLAND EXECUTIVE AIRPORT SPECIAL TREATMENT PERMIT PROPERTY OWNER/AGENTS: Applicant: Chris Curry, Executive Director Collier County Airport Authority 2005 Mainsail Drive Naples, FL 34114 Property Owner: Collier County Board of County Commissioners 3301 Tamiami Trail East Naples, FL 34112 REQUESTED ACTION: The Applicant requests an after -the -fact Special Treatment (ST) permit for improvements made to the Marco Island Executive Airport. GEOGRAPHIC LOCATION: The subject parcel is located east of Collier Boulevard (S.R. 951), south of Tamiami Trail East (U.S. 41), and north of the Jolley Bridge in Sections 26 and 35, Township 51 South, Range 26 East. It is accessed via Mainsail Drive. PURPOSE/DESCRIPTION OF PROJECT: This after - the -fact ST permit application (Attachment 1) is being brought forth through the public hearing process as directed by the Board of County Commissioners (BCC), acting as the Airport Authority, at their meeting of April 10, 2012. It is for the expansion of the existing Marco Island Paoe 1 of 5 Packet Page -561- 6/12/2012 Item 11.E. Executive Airport, which may partially lie within the Conservation zoning district and Special Treatment overlay (CON -ST) as shown on the current Collier County zoning map. However, staff found previous zoning maps (1976, 1982, and 1991) that show conflicting delineations regarding where the CON -ST line actually lies on the project site. As such, this ST permit will address impacts that occur from this project within the "true" CON -ST boundary if further analysis demonstrates a boundary different from that depicted on the current zoning map. This would be consistent with the Memorandum of Understanding (MOU) approved by the BCC on September 11, 2001 (Attachment 3). This MOU specifically delineates the development of the airport consistent with the Marco Island Executive Airport's 20 -year Master Plan. The project includes the construction of a parallel taxiway on the west side of the existing runway as well as the apron expansion. The project, permitted under Site Development Plan Amendment SDPA -PL- 2010 -418, completed construction in early 2012. Potential area of Impact to ST Overlay — Marco Island Executive Airport SURROUNDING LAND USE AND ZONING: NORTH Undeveloped land zoned Conservation with a Special Treatment Overlay (CON -ST). SOUTH - Undeveloped land zoned Conservation with a Special Treatment Overlay (CON -ST). EAST - Undeveloped land zoned Conservation with a Special Treatment Overlay (CON -ST). WEST — Undeveloped land zoned Conservation with a Special Treatment Overlay (CON -ST) and PUD (Marco Shores Country Club PUD) a residential and golf course community. n— n ..c c Packet Page -562- 6/12/2012 Item 11.E. GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY• A. Future Land Use Element The subject site (recently constructed taxiway area on west side of airport) appears to be designated as Conservation on the Future Land Use Map and is within the Coastal High Hazard Area. Allowable uses are limited within this Designation and do not include airport use. However, Policy 11.1 in the Transportation Element incorporates the Marco Island Executive Airport Master Plan by reference and said Master Plan depicts the taxiway within the limits of development. Also, a 1996 Inter -local Ingress/Egress Agreement between the Florida Department of Environmental Protection and the Collier County Airport Authority, and the First Amendment to that Agreement, dated August 28, 2000, is consistent with the MOU that was entered into by Collier County, the State of Florida, and several other parties and adopted on September 11, 2001. This MOU specifies that the BCC shall, by Resolution, forever delimit the development of the airport consistent with the Marco Island Executive Airport's 20 -year Master Plan. B. Conservation & Coastal Management Element Staff finds that the Marco Island Executive Airport Expansion project is consistent with the CCME of the GMP as identified in the attached Staff Clarification (SC- 2012 -01). ANALYSIS: Environmental Review: State and Federal environmental permitting for this project has been completed. Specifics of wetland impacts, listed species concerns, and mitigation requirements are contained within the attached permits. (FDEP ERP No: 11- 0129042 -002 and USACE SAJ -1997- 2362 (IP- HWB)). Stormwater Management Review: The existing stormwater management system for this project was permitted and issued by the Florida Department of Environmental Protection (FDEP). (See attached permit FDEP ERP No: 11- 0129042 -002) ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION• The EAC heard this petition on May 2, 2012. The recommendation of the EAC will be transmitted verbally to the Planning Commission. COUNTY ATTORNEY OFFICE REVIEW: The County Attorney's Office has reviewed the staff report for this petition. Packet Page -563- 6/12/2012 Item 11.E. STAFF RECOMMENDATION: Staff recommends approval of Special Treatment petition ST -PL- 2012 - 0000900 with no conditions. Attachments: Attachment 1: ST Application Attachment 2: EAC Staff Report Attachment 3: Memorandum of Understanding Attachment 4: Staff Clarification (SC- 2012 -01) Attachment 5: FDEP Environmental Resource Permit Attachment 6: USACOE Permit Attachment 7: Resolution Packet Page -564- 6/12/2012 Item 11.E. PREPARED BY: CHRIS D'ARCO DATE ENVIRONMENTAL SPECIALIST LAND DEVELOPMENT SERVICES DEPARTMENT FRE WISCHL, AICP DATE SENIOR PLANNER LAND DEVELOPMENT SERVICES DEPARTMENT REVIEWED BY: w,. RAYMOND V. BELLOWS, ZONING MANAGER DATE LAND DEVELOPMENT SERVICES DEPARTMENT LIAM D. LOR8?qZ, JR., P.E., DIRECTOR DATE LAND DEVELOPMENT SERVICES DEPARTMENT APPROVED BY: C CASALANGUIDA, TRATOR DATE GROWTH MANAGEMENT DIVISION .f:: Tentatively scheduled for the May 22, 2012, Board of County Commissioners meeting Page 5 of 5 Packet Page -565- 6/12/2012 Item 11.E. ca CA my Department of Land Development Services Growth Management Division, Planning & Regulation STAFF' CLARIFICATION: SC- 2012 -01. DATE: April 3, 2012 LDC (SECTIONS: 1.03.01 -E, 1,06.01 .A, 2.01.03, and 2.03.09.13 GMP OBJECTIVES: 11 and Policy 1.1.1 of the Transportation Element INITIATED BY: Nick Cwalanguida, Administrator, Growth Management Division BACKGROUNID /CONSIi?ERAT.ION: On April 30 2010, the Colter County Airport Authority submitted a site development plan amendment for the Marco Island. Executive Airport to permit construction of a parallel taxiway and apron expansion. The subject airport is primarily zoned as Public Use (P) with approximately 1.65 feet of the parallel taxiway located on the airport property zoned Conservation - Special Treatment (CON -ST), The expansion plans were approved ellowing a portion of the taxiway on airport property lands zoned Consera.ation based upon a 1996 Inter -local ingress/Egress. Agreement between the Florida Department of Environmental Protection (DEP) and the Collier County .Airport Authority. The existing Marco Island Executive Airport facilities includes a 350 foot long strip of land that protrudes approximately 122 feet into the COIN -ST zoned portion of the. airport grounds (See Attachment A). . On .1vlarch 26, 2012, the Collier County Clerk of the Circuit Court submitted an internal audit of the Marco Island Executive Airport Parallel Taxiway expansion project. The findings of this audit indicate that LDC Section 2.03.09.1 of the Conservation Zoning District. doesn't permit an airport or any aviation related uses nor are these uses permitted in Section 2.01.03 as an essential service. In addition, the audit indicates that Resolution 2001 -345 contains a provision that the development of the Marco Island Executive Airport will not occur outside of the geographic confines of the development footprint under the "Limits of Development" map.. The audit concludes that it does not appear that proper zoning was in place prior to the construction for -the parallel taxiway expansion project. As a result, the portion of the airport property zoned CON -ST needs to be rezoned to a zoning district that would allow an airport use: DETEILVDNATION (CLARIFICATION): Staff has determined that the expansion. plans as depicted in SDPA -PL- 2010 -418 to the extent that it authorized work in the CON -ST zoned airport property are consistent with the 1996 Inter. -local Ingress/Egress Agreement and the. First Amendment to the 1996 Interlocai lr�gress/Egress Agreement dated August 28, 2000 between DEP and the Collier County Airport. Authority and is consistent with. -the Memorandum of Understanding (MOU) that was entered into by Collier County,. the State of Florida, and several other parties and adopted. on September 11, 2001. This MOU (See Attachment B) specifies that the BCC :shall, by Resolution, forever delimit the development of the airport consistent with the Mapco Island Executive Airport's 20 -year Master .Plan. This Master Plan, as incorporated in the Collier. County Growth Management Plan (GMP), includes the parallel taxiway on the west side of the. ex.Lsting runway on the CON =ST .zoned properties. Based upon the adopted MOU in which the the applicable parties agreed that aviation related uses are allowed on the CON -ST airport properties, staff was able to approve the development plans depicted in SDPA- PL- 201.0 -418. `SC- 2012 -1 Packet Page -566- 6/12/2012 Item 11.E. This determination is supported by Objective I 1 and Policy I I.I of the 'Transportation Element of the GMP which provides that the County shall ".maintain County owned airport facilities". - consistenrt with the approved Airport Master Plan for each. airport" and "sha.Il incorporate by reference the Marco Island Executive Airport Master Plan ". Both the 1996 and the, 2409 Marco, Island Executive Airport Master Plans clearly show the expanded taidway area.. (See portions of master plans in Attachments C and D) Lastly, although the LDC does not expressly authorize the taxiway 'in the CON -ST District, when there is a oonfGet between the GMP and the.LDC, -the provisions of the GMP prevail pursuant to LDC Section 1.43.41 _E that reads as fbhoNk s: E. - In all circumstances, the provisions of these regulations-shall be interpreted and construed to be consistent with the GMP. Where any provision(s) of these regulations are determined to be in conflict with the GMP, the GMP shall control. It is -our opinion that this LDC provision provides a context that supports the use of the development' plans that are oontamed in the Marco Island Executive Airport Master Plan to address any inconsistencies with the LDC in regards to the use of the subject property. Therefore, the adopted Airport Master Plan controls over the LDC and that portion of the airport property zoned. CON -ST does not need to be rezoned to a zoning district that would expressely allow for aviation. related uses. Our conclusion is supported by the existing airport facilities that protrude. into the CON -ST District. Pursuant to Section 1.06.41 of the LDC, the County Manager or designee shall have the following authorltSr To make all interpretations of the text of this LDC, the boundaries of zoning districts on the official zoning atlas, and to make all interpretations of the teat of the GMP and the boundaries of land use districts on the future land use neap. * The County Manager or designee shall have the authority to wake all interpretations of th.e text of.this LDC on matters related to the Building Code; building permit requirements, building construction administrative code or building permits. During the course of review of'a development order or permit as the case may be, should an applicant and staff be unable to concur on the application of a specific provision or provisions of this LDC, the County-Manager or designee shall be authorized to make a final determination. AUTHOR: Raymond Bellows, Planning Manager, Zoning Services Section Michael Bosi, Planning Manager, Comprehensive Planning'Section Attaclurien.ts: A. Aerial Photo Depicting Existing Protrusion. into the CON -ST District B. Memorandum of Understanding C. Marco Island Executive Airport Master Klan adopted on June 23, 2009 D. Marco Island Executive Airport Master Plan dated 1996 cc: Chris Curry, Executive_ Director', Collier County Airport AuthoritY William Lorenz; P.E., Land Development Sen -ices Director David � eelu% GMP Manager Heidi Ashton- Cicko, Assistant County Attorney Zoning Clarification File SC- 2012 -1. Packet Page -567- `.'�� ^•- [: �� - � � � - (�'`� ,M�� � -� - _ ..yam= K,i' °" `+'��Y'a' S �`+W Si � k ttr � r°{-s' ya ,fsr ���k � �.r"tdx j- �9°x '�T,,�i- �'nr'�i - � n G � i a ; "`' ix¢� of i 4 �� xt � �.3� ` � j x� v >s; _ � .rt"'�L'� "'�'�� ���� - ���� � � x �.tt�,'A:.:t +�� C m "t kF �& 6/12/2012 Item 11.E. Packet Page -569- 6/12/2012 Item 11.E. Attachment B EXECUTIVE SUMMARY RECOIvIN.'IENDATION TO AUTHORIZE THE BOARD'S CHAIRMAN TO EXECUTE A RESOLUTION AND A "MEMORANDUM OF UNDERSTANDING" RELATED TO THE DELTONA S.ETTLEME'h°T AGRE.EMEN' T OF 1982 AND THE NJARCO ISLAN =iii EXECUTIVE AIRPORT OB.}ECTI'VE: To authorize the Board's Chairman to execute the attached Memorandum of Understanding (MC)'(J) and the attached. associated Resolution. CONSIDERATION: In 1982, .in conjunction with sett-ling several disputes reprding the .development of Marco Island, Collier County and eight (3) other organizations (called the " Signatories'} executed an Agreement entitled the "Deltona Settlement Agreement" which, among many rather restrictions to the- future development of lands then owned by the Deltona Corporation, restricted the Marco Island Executnm Airport's ability to freely develop the .Airport. including a taxiway on the west side of the runway and a needed aircraft apron., except to the extent such improvements are mandated by la-vv, rule or regulation. 'Title to the land that is now the Marco island Airport was owned by the Deltona Corporation at the time of cNecution of the Deltona Agreement in 1983. Although not mandated by law, the Collier County Airport Authority and the Executive Director, in consultation lvith experts and t ith the Federal Aviation :'administration. has deterrnined that a .parallel taxiway on the vvest side of tht existing runway, and aircraft apron, are highly desirable to improve safety at the Marco: Island Executive Airport. Beginning in 1999, the Authority began negotiating the attached Memorandum of Undzrsmnding, that has at long last finally been executed by all of the signatories to the Deltona Settler ent Agreement except the Board of County Commissioners.. The ? IOU and the attached Resolution remove obstacles to the following: A. Construction of a taxiNvay on the -vest side of the c\isting runway B. Construction of aircraft apron and hangar, C. Clearing of obstructions to aircraft approaches In addition, the 1VIOU specifies: I 3. 4, G. That the Boar1of County Commissioners shall by Resolution Tbrever.delimit the development. of the Airport consistent with the Airport's '20 -near roaster plan. T'nat the Authority shall develop a vegetation, management program with the Audubon. Society prior to removing vegetation obstructions in aircraft approaches; namely protected mangrove trees. That the Authority shall surge The Florida Deparkcneni of Environmentall Protection to reduce the size of airport land to thai which is minimally needed to be consistent ,.Vith the 20 =year airport. master elan, That the Authority shall forward all future mitigation packages to the Signatories to the Deltona Agreement for their comments. That the Authority shall propose to the County that State - owned -- land -adjacent to the Airport be encumbered by a conservation easclncnt. A That. the i4dOU amends. the. Deltona Settlement Agreement. SE, Packet Page -570- 11 6/12/2012 Item 11.E. The following agencies have executed the.\,40U' 1. The Board of T . niqees of the Internal IMPTQVelnent Trust Fund of the State of Florida .4. The Conservancy of Southwest Florida 3- The National Audubon Society and Florida Audubon SoCietv. 4- The EaviroWnental Defense Fund 5. Tne JS,S.KK Walton Lmpe' Florida Dmsion 6. The -Floricia Department of Environmental Protection 7. The South Florida Water Management District 8. The Florida Department of Community Affairs 9, The Dcltona Corporation Su*.ct to the Board e%ecutir-rg, the attached N1GU and . the attached associated Resolution.. the kuahority vill pursue fully im-plemmating. the NIGH GROWTH TMFACT:'None, FISCAL M-T-PACT- None. n DATIONN: That RECONIMEIN the Board of County Commissioners au iori e Chairma 44 f Understandinf, Carter. to --xecuie the attached Resolution and Me 6, j - PRU.kRED BY: 111- Drury, , r4 tor P-EVIEWED BY- Tom Palmer, Assistant County AttorneN TEM SEP 1 1 2001 6/12/2012 Item 11.E. Q mE1 ioizAI -sDU ►-I OF UNDERSIANiIING WIIEREA.S, the Collier County Airport Authority (the "Authority'') is charged with the manageMent and operation of the Marco Island Executive Airport (the "Airporn'. and 'WrHEREAS, The Conservancy of southwest Florida, The National and Florida Audubon Societies, Environmental Defense Fund, and The Flflrida Division of the Izaal: Walton League are Environmental intervenor Signatories. (the "Signatori es') to tine Deltona Settlement Agrcemcw, of July 2q, 1982; and NYHEREAS, a meeting vas held at the Airport on Jul ° 23, 1999, among the Authority and some of the Signatories. The purpose of that meeting was to try to resolve disputes regarding safe operation or the Airport and compliance with the Deltonq . Settlement Agaareernent; and 'WHEREAS, the participants of said tweeting . agreed to execute a Memorandum of Understariding (IOU) in furtherance of paragraph no. 14 of the Deltona Settlement Anreenzent. NOW, THEREFORE, IT I5 HEREBY AGREED AS F01-LOWS: 1. The Authority, by Resolution to be presented to the Board of Count}- Commissioners, shall urge that said Board forever delimit the Development :areas of the s,irpor:. Said resolution identified as Exhibit A attached hereto artd made a pan -hereof, 2, Prior to any cutting,. trimmira, removing or other modification of vegetation outside the Development .Areas, the Authority and The Florida and National A tidubon Societies shall cooperatively develop a mutual. satisfactory Vegetation Tana <�ernent Program that is approved by the FAA and the F'DOT:_ The Authority a=rees to abide by said approved 'Program in perpensity. Said ,Development kreas" identified in Exhibit B attached hereto and maze a part hereof. 3. The Authority° shall urge the Florida.Departmeni.of Envirothxiental Protection (FDEP) to amend the Interlocal lnxresslEgress Agreement as is proposed in Exhibit C. The A.uthoriri> shall through negotiations use its .best erTorts to acquire acquiescence thereto from FDEP. The Authority shall not commence the projects listed: in numbered para_rapb seven (7) until said amended Ab eernent is executed by FDF- P and the Collier County Airport. Authority, 4. Promptly after implenieiitation, of numbered paragraphs one (1) through three. (3), above, the Authority shall submit to the Si- .natories (for their riritten comments theocn) each mitigati.ori ,packa:e rwteafier required from the: Airport by any State or Federrl regulatory agency C Packet Page -572- AGEN^ , l T':tA zeal 6/12/2012 Item 11.E. 5, The Authority shall propose to the Board of County Cotnmissianers rthat the properties located adjacent to the property remrining within its., e�n=cur outside the — Development Armes" designated ptusstant to Exhibit B. shall; be esirtzmbered by' a perpetual conxtmation easement enforceable by any and . atl Signatories. This conservation easement shall prohibit all development and management activities within said properties not expressly approved in -arrifutg by all of the S ignatories, The Authority shall not commence or commit resources toward commencement or implementation of the projects listed in numbered paragraph seven (7), below, until the Airport Authority and County have executed said Gonservation'Etssement. Said Conservation Easement to be prepared by The Conservancy -of. Southwest Florida and delivered to the Airport Authority for e,,e ution, said delivery date no later than 30 days from execution of the 6, The Authority shall not commence, or cornmit resources,io%vara commencement or InIpieme-ntation of the pro }ects listed in nurribered paragraph $even (7); belov ,unless and until this IMOU has beets fully vxecuted.. 7. upon the conclusion of cumbered paragraphs one (1) throush six (6), abol'e, all of the S"ranatories that have signed this ,,,iCU thereby agree only to the follovLine projects as further ident.itied in &;Eba i3: . ?. Parallel taxrjway on the itiest side of the e\;sdng runwa}: B. Apron hangar areas ant! C, FAR part 77 vege*a6orl \Iannstment Proam m. as described in numbered paragraph t1i a (? 1. ulzo' z. g. T'nis ?IOU hereby e:tpressl,° atnertcts tn� Deltona f ttleinent agreement. Agreed to by each of the parties that ba,,•e executed this hiemom -idurn of understanding, effeerive 2000, Each signer is an authorized representative of tltc entity, COLLIER COU'NL TY AIPPORT AUTHORITY ChairTnmi THE BOARD OF TRUSTEES OF THE INTERN l �.iPi20� =�T? =tiT TRUST I:UND. OF THE STATE OF FLORIDA. S EP 1 # CDi Packet Page -573- Ll rM 'T By- OF SOUTH 'W'EST F THE, COINNISERVANCY OF SOM'W'EST F ORIDA Elinor O. vttiex, interim President THE NATIONAL AUDUBON SOCIETY and FLORIDA AUDUBON SOCIETY Stuart Strahl. Ph.D. President. Florida Audubon Societv Vice President. National Audubon Society ENVIRONMENTAL DEFENSE FUND zi A/ By.. . '�'t Jame T. B. Tripp I IZ,A,AK WALTON LF—;kGUE. FLORIDA DIVISION Juanita Greene, President FLORIDA DEPARTTIVMN'T OF EINVIRONMENITAL PROTECTION (Successor to Florida Depa=enL of Enviromncr.tal Regulation} Packet Page -574- 6/12/2012 Item 11.E. EM- SEP q� LJ U 6/12/2012 Item 11.E. SOLiTH FLORIDA WATER. MANAGEMENT DISTRICT (ty signing this agreement, the District is not waivinc any rights or authorities that the sFWK,D may have anaer Chapter 373, slorida Statutes or the Del ona Agreements Henry Be Exctt i . D i rector South riorida Uater Management Oistrict FLORIDA DEPART1,,/1'HNT OF COtaiMUI ITY AFFAIRS (Successor to r lorid^ Departrrner�t of Commur 7 . and Veterans A'ff'airs) Bv: '�r;[1LLdB 4eck, �1tECt�r iv�sioa or Coruraty launino THE DELTOigA COO- POP-1k:-119_' Ix Antonv Gram. President - COLLIER COUNTY Bt: Chairman Collier County Board of County Commissioners ter_ E? i i 2091 i F Q 1- I C I f O r C ',.7 / J' i 5 �. 6 7 8 9: 10' to 14 15 lb 17 12 1n 20 21 �1 24 25 26 27 28 29 31 y2 33 35 36 37 38 39 40 •:2 •t 3 44 43 46 47 48 49 50 51 ;2 53 ;4 56. 5� 60 61 62 -- 63 6.1 65 6/12/2012 Item 11.E. 1 I IrcS0LUTi0N No.2WI- TtE.�QLUTIOIt OF TILE f30AIZA OF COUNTY COMmISSIONE• RS OF COLLIER COUNTY, FLORIDA, pROVIDING TO THE GREATEST E�CTENT 1►IOSV OR Ft£RF.A'ETEn ALLONvEn 331' LAW,T11AT QEYELOP�IEiVT AT THE }t3ARC0 ISLAND EXEGUTF;'>G AIRPORT SHALL NEVER OCCUR OUTSIDE 2W THE GEOGRAPHIC CONFLNES OF THE DEVELOPMENT FOOTPRINT NOW EXIST-ING IN THAT AIRPOitT'S MASTER PLAN WHEREAS, A Lon; Rsttge Master Ptah exists for dcveloPmt rd of the Marco Island Executiuc Altport ( "Airport "); and WHEREAS, an Airport Layout plan ( "AI-F'7 that dcpicts the ttliitnate build -out developera of the Marco Island Executive Airport is n p;rt of thttt.Master Man; and rn WJJEREAS, 711e Consm%nev of Southwest Florida and four (9) other ` 00nscn -atiatt groups' (notrd in a Mernrl"rn of Underscandtrtg) have requested assurance from the Catlitc county Board of County Commissioners that as avvelopmem of the M=o island Executive Aitpott shall remain in perpctuitq within the curr=-A - :?'evetopment Areas" of Ste current Master Plan, except to the extent, if arty., that Tike Coe sem-ancy of South -Wrst Florida, National Audubon Society,, Florida Audubon Society, Environmental Uefcnse Fund, 1ZAAK VJahon. League - Florida Division, or each respective entity's ('left successor(s) in function, moy from time-to-lime, authorize in nriting. NOW, THEREFORE, BE IT RESOLVED BY TIIE sOA.RD OF COUTINY CCaYI IISSIONERS OF COLLIER COU ti"f Y, FLORIDA, that: The L?rve'optncnt ,Arras' of Mares? Island Executive Airport, as such footprint is depicted in the ALP atta*i:ed hereto as E•xltlbit A, and by reference is incorporated herein. shall ncvcrbe expanded in geographic arcs: otatside of the current footprint oxcept to the extent. if any, that the Con=Tvanc' of Southwest Florida, National Audubon Society, Florida Audubon Society, En nrw.mer tal Defease Fund, IZAAK: Walton Lca"ue- Florida i)ix•ision, or each =.pective cntity'ix then successorls) function. (nay from tint*- to -tinx authorise in tsTiting. Hot -,rver, this Resolution does not limit axe county'$ their legal ohligarors. if any. to install aids to naviCation or atltcr things etttrdc atf said footprin , but ottly to The extent that such aids or other things are :hen required by law to safely operate' aircraft into and/or out of the Airport, and only in accordance with the Nlla co Island Extcuiiwc Airport Mernoranclurn of Understanding executed by the si+ect«ttaries to the Delrona .Settlement Agreemcni, including the Board of County Commissioners of Collier County. With respect to the aids to navigation such aids shall he timittd to aids that are then required to aid "Aircraft" of the t}Tes and sizes allaetird to land and take off at the Airport as of the effective date of this Resolution: 711is Resolution adopted this day of September, 2!101, after motion. Second and nlR,jority vote farTrinc adoption. ATTESTED: Dt�'IGHT E. BROCK, Clerk BOARD OF COUNFTY COMMISSIONERS COLLIER COUNITY, FLORIDA By- By. Deputy Curl: JAMES D. CARTER, Ph.D., Chairman Apprdvcd as to farm and 1eeal suffc}enct" Thmr-as C. Palmer, l�sisuint Cottnty Attorney EXIIIINT A Packet Page -576- . . ............... AGENDA ITEM SE? 2001 P9 7 6/12/2012 Item 11.E. 0 Packet Page -577- 13 6/12/2012 Item 11. E. FT&S,T�.ANM �NMNIE�NJTQ IN ---RLO GiE55fEC.RESS ;REE N1 : (hereinaftv "Aamem=C) is n1adt; The First Amendment 10 the interlocal lngreWEgrOss Agr=merkt . COUNITY AIRPORT his 9&Vl day of , 2000, by and between the COLLIER arid e-te d into L _ttV2_ AUML BOARD OF ,,,L: -re _N'Ty, FL RID: (hcrebiaficr "nie Airport Authority's and &j-Z A, by T�ORITY, COLLIER COU IMPROVEMENT TRUST Fbr.ND OF THE STATE OF'FLORID-- TRUSTEES OF THE INq-EF-VAL and ilLrough the Department of Emiron-nental Protection OF FLORIDA -(hereinafter .'DEP). W I T N*E S S E TH-1 %VNEREAS, DER and Collier . County entered. i ftto that certain N,?Jerri orati dum of Aa reern =t gated the 1995, recorded at OR Book. 2o34, pages 12-57 through 126D, Rabb-. Records oras of Collier: 2,11 day of February, r -ide in-vjess and: County Florid,., which provides for DFP to enter into an agreement xv; ' th the CountY to 0 o-, d lands in accordance xvita Federal Avi on StzLjdzrds. Part 77, c- upon state-o\vac and -r.ess o-ver and has. by County Ordinance No. 95 -f 7, delegated to the Airport AvlthortY �,VHERZ,ILS, Collier County s full pv..vc- and authority to -enter inio and administer this Agrernent on behalf of the Countv: and E pEkS, rite p a,Id Collier Coun ty .) �:rpo rt Au nori y, en,cred into that cErtain Interloc.l ln,rcss:E=ss Aar-ernent dated Januan'17.1996, NO\Nl THEREFORE, in consid .ration of 1h,- premises" including, t1ric above-rtferenrzed Interloc-'al Inaress/Evess Azre=--nt and the covenants, terms and provisio-n-containad herein. the DEP and IbC .Airport authority al-Utc as f6ll"-s: i. i its entirety and replace a n-.11T iL.k 16 the Intearlo.-al ingreMIF-arcss Agireern ni is deleted in Exhibl; A anached hereto and made a part hereof. 2.000 ftet wide-is deleted in its entirety. in Paragraph 2 to 1, 1,400 feet Ion- anti A IN NVITNESS NYHEREOF, the parties have caused this Agreement to be executed on the Uny and •ear first above \Nmuen. AS TO AIRPORT AUTHORITY: COLLiEk COINTY AWIORT �kIJTHORITY AIM�ST: COLLIER COUNTY FLORIDA JOHN I BURY ,N_7CIUJTTVV�E DIRECTOR Approved as 10 form and Legal sufficiency- Thomas C. Palmer, Assistant County Attorney HERB NOREN, CHAIRMAN Packet Page -578- Af.'> � DA ITEM LL4-L-� F.lHIBIT "C" - 6/12/2012 Item 11.E. AS TO DEP: FLORIDA DEPARTMENT OF HNI VIRON;N,iENTAL PROTECTION WI LKESS: Btu Gloria C, Nelson, Operations and 1, C IV'�- Management Cormaltant Manager, Bureau Print Type Witneks ;ware of Public Land Adrrdnistration, Division of Statw Lands, Depanme -nt of Environmental Protection WlT\'ESS: f Print T, on '%Vimes Name ST. =,T= OF FLORID C�%ti1TY OF LEON r The fcr �.oir. irsnure tt was acl:nou-Iedgcd hefore me ties of �i( jY-f -/ . 2000, by Gloria C. ]Nelson. Ope�azions and.:`l ragernent Consultant r iaxalie . Bureau of Public Lan4 .^ &- n- 1rdstra6on, Division of State L=ds., Depsrtrnc�.t of Enviroruaental Protection_ for and on behalf of the Board of Trttste!ts of cite internal lrrlproven._m Tr Est Fund of the Stare of Flor ilia. S[z€ is persoaaily lulown to rae,� NotatPublic, State ofFiorida %�•. M•r UU�� ��`�� S�tvla 8. fte� eras f MY C17 a& S N CeGs{si4i fir �_ `KUiP** saarcr� , PrinLL/Type Notary Name Nly Com^ussion: Expires: . Approved as to form and legality: By DE€ Auorne4 -04DA I Fire s SEA' l 1 2DP. i 9 i, Uiil� llf) � \� k� \� � ■� {�\ ` �� \���� Attachment D ..i. T. 6/12/2012 Item 11.E. Xgl, MW tt. Ml. iL t RR. ll? kv I 1, f- CA, �V kg Packet Page -581- �Ya .6P. AXWORT LAVOUT PLAN tic COMM oww— W*JKM -Mmft "Ana^ Packet Page -581- 6/12/2012 Item 11.E. Section 10 Site -Plan Includes: a. Survey and Legal Description on the next following page b. Site Plans Project No: 2010000418 Project Name: MARCO ISLAND EXECUTIVE AIRPORT BOX# 2984755 Application No: SDPA- PL2010 -418 OLD SDP NO: Approval Date: 9/20/10 Township: 51 Range: 26 Section: 26 CDES OPS / SCN 0016 July 18, 2003 ( Version 1 /Revision 0) Packet Page -582- IGO 6/12/2012 Item 11.E. r------ J" --------------------- 7r - rz r. .......... ... M Rhj .-Z - ------------------ Q GRAVY MINOR & ASSOCIATES, PA Packet Page -583- 6/12/2012 Item 11.E. I nff - �-G Q. GRADY MINOR & ASSOCIAT95, P.A. Packet Page -584- 6/12/2012 Item 11.E. Packet Page -585- 4- ........ ... ... .. .. ... � e'. — _ n —.x �r -_-- -.r —.r — "— - — - "— n ,..J -T .: --n _ — _ —,z —A— _ —o— _ T —_ ., - �avt::�,•_ _ _ _ _. —._ _ _ 'r— _ a- -._ �rf I — - -- - - - ----- - - - - -- - - - - - - - - 11 R Q. CRADY MINOR & ASSOCIATES, P.A. T=,1V ZZ, Packet Page -585- 6/12/2012 Item 11.E. Packet Page -586- pa Packet Page -586- 6/12/2012 Item 11.E. MARCO IS LAND.; EXECUTIVE, AIRPORT " = SDP AMENDMENT TO SDP - AR - 96 - 72 PARALLEL i i LOCATION MAP CONSTRUCTION PLANS FOR TAXIWAY AND APRON EXPANSION PREPARED FOR y» COLLIER COUNTY AIRPORT AUTHORITY MARCO ISLAND, FLORIDA a.,- FAA AIP PROJECT No. 342 -0142-006 -2008 URS PROJECT No. 12638944.00000 WORK ORDER No. URS -FT- 3889 -08 -03 ® V GNRY MAP sn'E suMMARr COLLIER COUNTY AIRPORT AUTHORITY '- eusnMG P.I moroseolA<I BOARD MEMBERS BUILOI NG DATA w oeve�awairrux n+e� BYRON MEADE -CHAIRMAN _ _ uw iwv r.n MICHAEL KLEIN -VICE CHAIRMAN wuxo rorK n.�uk OJO�"` t0 DAVID R. GARDNER- SECRETARY FRANK SECREST- MEMBER owxel. Ao�AaxrmNn�' LLOYD A. BYERHOF. MEMBER cawacowrveww conww xomw___coxm JAMES W. HURRAY - MEMBER RICHARD L RICE - MEMBER FLOYD CREWS(ALTERNATE) - MEMBER .�M. INTERIM EXECUTIVE DIRECTOR vRS "� '"°°°TM _�;; DEBBIE BRUEGGEMAN Packet Page -587- copy SIGNED & S&kLM -' -'° 100% SUBMITTAL SUMMARY OF QUANTITIES Ne, MT Bw Nn Bw OE1WrBON IKR � 011onnv L is - wKF10 lIB)BBIO AYO SgwLF RAN IZ) tEtD VONIwL 4x0 SNSwLE rUw (]) uossaAmx M. 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DRAW DETAILS Top SA RENFOKING HEEL MORM L-j tAt.�T� 72E 7 WSM—FM tAWMS TYRE I CAST L—ES NWE-------------- N:CL*Ls:k tAttQLE TyPf J7 LSRLCT BOTTOM T)M Packet Page -612- TYPE 0 DITO BOTTOM WLFT O > wD 2i 0 6/12/2012 Item 11. E. Packet Page -613- < a y� 6 � I Y w �d z w - i }, su. o d .ca \ d s ,6 w.ak h �- ttW E g cro < � � nc snctn x,x..w st Eo W � tai .. -. _.. _.. _.._. -... .... .. _.... .. ... _ ....._ -.. __n L: W RUNWAY 9 -35 ....... .. ... .... 4 p i 15.T�6 ��. C- Grv. l.m.fnP €fr 4 xvxuwxa � 1 .. N ter. e g CM_ > ue.fxcfo xtiu.os ... , , ...- •wos v mE rn -c Packet Page -613- 6/12/2012 Item 11.E. Packet Page -614- S—F. CED WEeVJ105 ���' 1M105 0: rXE -1 ! 1 _ a a �u� rc < � z a T. Q uwVGROVES iw2 SIMP E 1. BF LED C. F M BE ISEC EiN 9 CwK Dn \ r 55.� � BR L tt I \� .. - j4e�1 N - K �1 sail a •..� .. jt( WAY D -35 I �� (x[Em E, 1.anBErwn2M i 6 FE. r i ' SUBLERO WE F Su E woos or THE surf w „ Packet Page -614- wG Miwl SrEEA ... - . ro`aoi°w�i °ed � �� t• w .,w°rEw 6/12/2012 Item 11.E. �— wgn0.Pi NEraExCE Pow .. - ° °. y -Y� R FF f d CEO��s Packet Page -615- o 'o d wo ?a w EE uEV.� -.• Em� a < a ww°wc on Er o o .. i T. MFA �1 za <❑ �z p u tl F n J J aV� ! RLWAY n —is �— wgn0.Pi NEraExCE Pow .. - ° °. y -Y� R FF f d CEO��s Packet Page -615- 6/12/2012 Item 11.E. me I, r 3 Z � 5AC SAC A J. a OA A.0 t Cw mK nx B Y ~ 5AC TLI_— -- - -- RUAVAY 0 -35 ..— .. —. —__ �..... RW ` s u� Wk = O E105,11I4 uECME! PMPMD PoSDgKS ro PFP�v ryn K) nyp (wE1� 6 ©tss�a+C uxw✓, PMauC PoP,wns ro P[toGrt f e /<) _ _ _ _ C1�P 'er AC LlL FEm'E �0 [ux�KE�SKR+� Mgw U, GWM � .^ q.EUEw". , (.� P�fiNgxwiPMS PDnEP„cu m _ _ PMNMA C�LLCIRATIfMi IHFAImDYfN PMpN[i REDURILAENIS PEDURiED -___ _ E %ISf1q Pg0N9ED 011E D4 tOM :VNPoRR< -," Ef6f�Dr (nEPDww /s+aP "DEM"x+,E �,Ee)[5 J6 llF➢DwNS / SiqucE / 1E » - M Packet Page -616- cM[Rx2 SfwE wxx`xc _ __� ..x.xx — a R �xExr -- x, RR,x DEAL AA TAYIWAY (FNTLRI MARKPySx OEfAL B' vLLOw rx ~ I ux[ ox xaExEw :o CUAL Q RIAJWAY.NfR DNf.� -�RM7N AIARXNG ON TAXIWAY DEf/sd —T— vxRxxw f,x°7 rxMx c s u�iLLS .cnnowc[ .rM svc DETAL B TAXIWAN MANKWD ITz J+l.s.1+'1sJ.E_ 11� DETAL D F�jA[D TAXIWAY (EVTEILI axs MAILYKJ['S n9IES Rri�r. , [vrtgWl. 910& NOW snor"rxnmr xnio r stKwiowc[ wm s.Of nRwso roR TME w Eci. r wrtxr wnxx.lcs wr x r Oxi66, a r[ MnBER2 RrR+ OR »nui uuxclxG - »es Ynmw,c x'"w°srasi`e:lna .wioiu :ixrox. 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MEA' Ecas -,u. x[wa w - Ll vast f [INSI �.RRn .� i� ��••� :Dasl ii orr�so Iw,rol a f r "wR«' GuE �x:se � weE l + g1g�11VRE ExirNSro1J_t,B+�l ' Er n.^R sD e.RenD xerc Drjs�«D� .1 [srtx0 o,N FRGEP„'sW 1£•SE � xK «,�ML[D�Iw� .v.r Ieab NPVOM3vIgPEAn'OR gKMn iJ ULIU& I O G1E Ran i% c eR.cE ws Typrx,fsa axes «u e Packet Page -619- 6/12/2012 Item 11.E. ;i Q Z �a o ail i gLL o �o ao Fp ffuu o >O �w 5� g> oo x �n �fi 3�M dt y�y "" c.•.- aeett_mu oa•rr «D'!^ scamwe�ros: CHAN IM, _ -C7 ASS 'E ". FAA SPED F162 xv ems- c- ca w�....E � ,� ,aERw.xi •q E� iL .«E . iNO TRESPASSING ""tT76m . SIGN OETAL ;i Q Z �a o ail i gLL o �o ao Fp ffuu o >O �w 5� g> oo x �n �fi 3�M dt y�y TRIC PLAN - E %ISTING VA ---- - --------- --.- . ........ REGULATOR SCHEDULE .1-EE ------ ............................. GR=GC— I DETAIL 2 - CONTROL WIRING DIAGRAM FOR REGULATOR --- - ---- --------------------- ----------- ---------- - ----------- 6/12/2012 Item 11.E. Packet Page -620- —IC— I TK FB. IL-1 r .1 XIM W., I.— milli W. =T C_� 1-1 omx..1 C-, —TI, 0 11 id —T R 17K cT C.P-E MS .1— dr 'MC ; T;,111d Packet Page -620- —IC— I TK FB. IL-1 r .1 XIM W., I.— milli 6/12/2012 Item 11.E. A SI �'- GENERAL NOTES. l _ ro.c can at P¢ L .e C r �e. „�ixa 3 ox °Uarl[sl` aix '. Imo• Itw`si P u. [av cr[r°`w swi M. W un� `;, we :vlD oir_ o�uiw- cr rLLS'r:'vnri FO:siF`rt:ri:�plaem. We •cP zd z < O GiZn aZ ays . utft- ,LD . a wa v. O rc�t v u 1uw v x -o nua °v +l o'xm wts 1FY - 'turza REFERENCE N0T;r5: �•� e.rsinte vw xeuwrto ianSruvx (J!R bfe w, '.ttwvxl 10 3: m PornNPWV, ecxrFroF s. °—Z-1avcvt-E COVCUI d c� W � w • ..- - - (J - cc PM xRfrtt6O'M.. c ?°vac�tcws WD / °v G DE awtcr F z(P �rN,°•cE . e°.itzi x"PPE� v¢ r� n�rnc�v,x: `c 0 � � � �- +o s xiY .. ais°examu;. «w r°x s»u eE Pexann °xPmE :• . »c .. siciw ar •ctaP cD »Dacrrns n v:, 2 c y� z :E o •� roa a. ls� c. - - 4" �W crw sl xt uror SYMBOL DESCRIPTION p u RED 4v.,[E ,0.v6tCRUtR r0 'Pe w0 ry ii' c n r<cn ,xF'•'ms 5,v„ vft �E PULL ea[itSi '+ FECtf l'f0 iMEKT� u4 E/F 0 t'� O � _ ® e<Saxtt • Z:-. 11 w�° 1P. ILL .F-. -nab °ro M'. sn,q ct lTO�Ca'x1_�'M5�5 w�FPwiCOwR'c ur �0 IX � � J O x°u Ib °[ 0°O U OCU0 IM x0 Piq .AreOE UNJEP�,dwD p6,M8Urilq SrS1M Ixl»v. x +.z• lrrn p E.111. xEtfl .1 vs 1 ro PEwix. �srtcMC �Lrt i,rwiaGPnO°5. �ri)Pwuc PcF �' »q. mwcF[r[ enp2rrt 7srnc c w sD »c °,Ei rP. �i ercrnaac.ax swl rssvx: a P.�FS cdW «gU�FO �r xE. w'� tlDx .n0 EKrmL `Rr`lC?CM L � p�evsrWxe sev.¢t Dv:Dx»En Wo .ertP ;° PEOtStr�, s° r, el .e cax°.n- se+Pa .�w»cr a °x°ue,rt,s ».° w�mw. J (le i` » "m;. S t ®,tY -� i wsV.a ww rK» v0.t.tC lxlxy U» UNO °: �t»DLI.O. l,�t °. nF�E> 1�_.,„»E xG TILL—' W < »D ro ». —1 1 uroEFwarvu t�xisr�exxa»srs�iM ®is rouurz �« r�i:P r,�.°si c.evi°`; Nm erns ,. 1. ILL —lcE - ; eiM�u _FC. Fxrta suaco •ELfvMO»£ caxau�r 1D `,. � �: Packet Page -621- d Wyyk 6/12/2012 Item 11.E. ,:. ._. . __.... ... .... . ... ' -- __ GFNFRAL NOTFS E. ,us'.c [ucmK.. EV•r:M. . nv]aem suo ssrtvs I I� O < C REFERENCE NOTES l� _ i - sWS•OVUC nvu [x.E arncu c s krc . o upr,rta rx.�:zrow•.. CttSC ns[vCSSAk.CCiC N. rx... v r rM vuu [ .Ee.F ZO - U U _ scox�tc _ r rwn s ars[r. ,oas sz .w f O 1 20 Qu �y r O O RUNWAY 11/35 � u F Fl FCTRICAL STE PLAN —N EW CONSTRUCTION d 3 z.u. �-.a -r 3iE SYMBOI. DESCRIPTION g �'°C"`""..ssavrnEOUSm vn Wrnnc � vex cd��[ wu sr rov 0.e:'mt vm o ,•M U[M1T TW WkCS n,sM rc uwc[ o¢:e.ntcr Wo u[rtx. ttf 6y —�— t Sg _W,_ �61TG�MECt &MIEC R[F°'rSM WNWrt [C O[ �CCNNxr SC]MCC EvtI�WC °. tOM1:L[Ck3 .iC {{ 6 8 F(_ �S -[ci— F,f6vut PAEtI 91..'EE ,E,EVNpNE CpFnv[. g 38�iir M4E_S '3 Packet Page -622- 6/12/2012 Item 11.E. Section 7 Environmental Corp of Engineering Project No: 2010000418 Project Name: MARCO ISLAND EXECUTIVE AIRPORT BOX# 2984755 Application No: SDPA- PL2010 -418 OLD SDP NO: Approval Date: 9/20/10 Township: 51 Range: 26 Section: 26 CDES OPS / SCN 0012 July 18, 2003 ( Version 1 / Revision 0) Packet Page -623- Department of Environmental Protection 6/12/2012 Item 11.E. 3333v � South District 1� Bush P.O. Box 2549 David B. Struhs Gover)or Fort Myers. Florida 33902 -2549 Secretary SUBMERGED LANDS AND ENVIRONMENTAL RESOURCE PROGRAM .ENVIRONMENTAL RESOURCE PERMIT CERTIFIED MAIL NO. 70012510 00014$42 9752 RETURN RECEIPTREQUESTED PERMTTTEE/AUTSOR=D ENTITY: Collier County Airport Authority 2003 Mainsail Drive Naples, FL 34114 Permit/Authorization Number: 11- 0129042 -002 Date of Issue: June 26, 2003 Expiration Date of Construction Phase: June 26, 2013 County: Collier Project: To expand an existing airport This permit is issued under the authority of Part IV of Chapter 373, Florida Statutes (F.S.), and Title 62, Florida Administrative Code (F.A.C.). The activity is not exempt from the requirement to obtain an Environmental Resource Permit. Pursuant to Operating Agreements executed between the Department and the water management districts, as referenced in Chapter 62- 113, F.A -C., the Department is responsible for reviewing and talcing final agency action on this activity. This permit also constitutes a fording of consistency with Florida's Coastal Zone Management Program, as r"uired by Section 307 of the Coastal Management Act. This permit also constitutes certification. compliance with water quality standards under Section 401 of the Clean Water Act, 33 U.S.C. 1341. Please be advised that this permit does not constitute the issuance of a NPDES Stormwater Permit or acceptance of an NPDES Stormwater Pollution Prevention Plan. For additional information regarding this matter please contact Department personnel in Tallahassee at (850) 245- 7521 or toll free at (866) 336 -6312. The Title and Land Records Section, Department of Environmental Protection, has reviewed the location of the proposed project as described in the above referenced application and has `More Protection, Less Process- Printed en recrded P*w Packet Page -624- , 6/12/2012 Item 11.E. i ( . Rermitee: Collier County Airport Authority 'Permit No 11- 0129042 -002 Page 2 of 11 determined that the project, as described, does not involve the use of sovereign submerged lands. Accordingly, no further authorization will be required from the Submerged Lands and Environmental Resources Program, designated agent to the Board of Trustees of the Internal Improvement Trust Fund, pursuant to Chapter 253.77, F.S. This permit constitutes a determination, pursuant to Section 380.0651(3)(e), F.S., that the facility is located so that it will not adversely impact Outstanding Florida Waters or Class II waters, and will not contribute to .boat traffic in a manner that will adversely impact the manatee. + A copy of this authorization also has been sent to the U.S. Army Corps of Engineers ( USACOE) for review. The USACOE may require a separate permit. Failure to obtain this authorization prior to construction could subject you to enforcement action by the USACOE. You are hereby advised that authorizations also may be required by other federal, state and local entities. This authorization does not relieve you from the requirements to obtain all other required permits and authorizations. The above named Permittee is hereby authorized to construct the work shown on the application and approved dmwing(s), plans and other documents attached hereto or on file with the Department and made a part hereof. This permit is subject to the limits, conditions, and locations of work shown in the attached drawings, and is also subject to the attached 19 . General and 23 Specific Conditions, which are a binding part of this permit. You are advised .to read and understand these drawings and- conditions prior to commencing the authorized activities, ..and to ensure the work is conducted in conformance with all the terms, conditions and drawings. if ,you are utilizing a contractor, the contractor also should read and understand these drawings and conditions prior to commencing the authorized activities. Failure to comply with all drawings and conditions shall constitute grounds for revocation of the permit and appropriate enforcement action. Operation of the facility is not authorized except when determined to be in conformance with all applicable rules and with the general and specific conditions of this permit/ certification /authorization, as specifically described below. ACTIVITY DESCRIPTION: The permit authorizes the disturbance of approximately 35.6E acres of wetlands and other �- surface waters within wetlands and other surface waters. These impacts include filling 13.05E acres of forested saltwater wetlands, 12.3 71- acres of herbaceous, disturbed wetlands, 2.4E acres of wetland secondary impacts, and 7.781 acres of other surface waters including ditches and borrow areas. The sto mwater portion of the project is to construct a stormwater management system (system) to serve 52.4 acres of the total upland area of approximately 58.6 acres. There are six drainage basins designated DA l through DA6, which contribute stormwater runoff to the proposed system. A seventh basin (DA7), which serves the existing terminal area and associated arkin historically discharged stormwater runoff offsite and does not contribute to the s p g, has herein. The basin boundaries are as shown on the-permit drawings. Treatment forrsst rmwat toted Packet Page -625- 6/12/2012 Item 11.E. Pczmittee: Collier County Airport Authority Permit No. 11-0129042-.002 Page 3 of 11 runoff from basins DAl through DA5 will be provided by dry detention before discharging through one of three outfall control structures, each with its own spreader swale. Treatment for stortnwater runoff from basin DA6 (east of the existing airport runway). will be provided by dry retention with any runoff volume in excess df the required treatment volume discharging by sheetflow to the receiving body. ACTIVITY LOCATION: Located at 2003 Mainsail Drive, Naples, FL 34114, Collier County, Section 25, 26, 35 and 36, Township 51 South, Range 26 East, Rookery Bay Aquatic Preserve, Class II Waters. GENERAL CONDITIONS: 1. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit and a violation of Part Four of Chapter 373, Florida Statutes (F.S.). . 2. This permit or a copy thereof,.complete with all .conditions, attachments, exhibits, and. modifications shall be kept at the work site of the permitted activity. The complete permit shall be available for review at the work site upon request. by the Department staff. The permittee shall require the .contractor to review the complete -permit prior to commencement of the activity .authorized by this permit. 3. Activities approved by this permit shall be conducted in a manner which does not cause violations of state water quality standards. The permittee shall implement best management practices for erosion and pollution control to prevent violations of state water quality standards. Temporary erosion control shall be implemented prior to and during construction, and permanent control measures shall be completed within seven (7) days of any construction activity. Turbidity barriers shall be installed and maintained at all locations where the possibility, of transferring . suspended solids into the receiving waterbody exists due to the penniUod work. Turbidity barriers shall remain in place at all locations until construction is completed and soils are stabilized and vegetation has been established.. All practices shall be in accordance with the guidelines and specifications described in Chapter Six of the Florida Land Development Manual; A Guide to Sound Land and Water Management (Department of Environmental Regulation, 1988), unless a project - specific erosion and sediment control plan is approved as part of the permit. Tbereafter the permittee shall be responsible for the removal of the barriers. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 4. The permittee shall notify the Department of the anticipated construction start date within thirty (30) days of the date that this permit is issued At least forty-eight (48) hours prior to commencement of the activity authorized by this permit, the permittee shall submit to the Department an "Environmental Resource Permit Construction Commencement" notice (Form No. 62- 343.900(3), Florida Administrative Code (FA C.)) indicating the actual start date and expected completion date. Packet Page -626- 6/12/2012 Item 11.E. Permytee: Collier County Airport Authority. 'emit No. 11-0129042-002 Page 4 of I 1 5. When the duration of construction will exceed one year, the permittee shall submit construction status reports to the Department on an annual basis utilizing an -Annual .Status Report Form" (Form No. 62- 343.900(4), F.A.C.). Status Report Forms shall be submitted the fallowing June of each year. 6. 'Within thirty (30) days after completion of construction of the permitted activity, the permittee shall submit a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law utilizing the supplied '"Environmental Resource Permit As -Built Certification by a Registered Professional' (Form No. 62- 343.900(5), F.A C.). The Statement of completion and certification shall be based on on -site - observation of construction or review of as -built drawings for the purpose of determining if the work was completed in compliance with permitted plans and specifications. This submittal shall serve to notify the Department that the system is ready for inspection. Additionally, if deviations from the approved drawings are discovered during the certification process, the c -be ac ertification must accompanied by a copy of approved permit drawings with deviations note. Both the original and revised specifications must be clearly shown. The plans must be clearly labeled as "as- built" or "record" drawing. All surveyed dimensions and elevations shall be certified by a registered surveyor. 7. The operation phase of this permit shall not become effective: until the permittee has ;.complied with the requirements of condition number six (6) above, has submitted a "Request for Transfer of Environmental Resource Permit Construction Phase to. Operation Phase" (Form ;62- 343.900(7), F.A.C.); the Department determines the system to be in compliance with the permitted plans and specifications; and the entity approved by the Department in accordance with Sections 9.0 and 10.0 of the Basis of Review for Environmental Resource permit Applications Within the South Florida Water Management District—August 1995, accepts responsibility operation and maintenance of the system. The � uch approved for permit shall not be transferred to such approved operation and maintenance entity until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system b the initiate transfer of permit to the y ���� the permittee shall approved responsible operation entity if different from the permittee. Until the permit is transferred pursuant to Section 62- 343.110(1)(d), F.A.C., the permittee shall be liable for compliance with the terms of the permit. R. Each phase or independent portion of the permitted system must be Completed in accordance with the permitted plans and permit conditions prior to the initiation of the perrizitted use Of site infrastructure located within the area served by that portion or phase of the system. ch Pas or independent portion of the system must by completed in accordance with the permitted Ea plans and permit conditions prior to transfer of responsibility for operation and maintenance of the phase or portion of the system to a local government or other responsible entity. II P ty. 9. For those systems that will be operated or maintained by an entity that will require an easement or deed restriction in order to enable that entity to operate or maintain the system in conformance with this permit, such easement or deed restriction must be recorded in the public records and submitted to the Department along with any other. final operation and maintenance Packet Page -627- 6/12/2012 Item 11.E. Pe Tnifte: Collier County Airport Authority Penn it No. 11-0129042-002 Page 5 of 11 documents required by Sections 9.0 and 10.0 of the Basis of Review for Environmental Resource Permit Applications Within the South Florida Water Management District -- August 1995, prior to lot or unit sales or prior to the completion of the system, whichever occurs first Other documents concerning the establishment and authority of the operation entity must be filed with the Secretary ,--of State where appropriate. For those systems which are proposed to be maintained by the county or municipal entities, final operation and maintenance documents must be received by the Department when maintenance and operation of the system is accepted by the local government entity. Failure to submit the appropriate final documents will result in the permittee remaining liable for carrying out maintenance and operation of the permitted system and any other permit conditions. 10. Should any other regulatory agency require changes to the permitted system, the pemmttee . shall notify the Department in writing of the changes prior to implementation so that a .determination can be made whether a permit modification is required. 11. This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any activity approved by this permit. This permit doesmot convey to the permittee or create in the permittee any property right, or any interest In real properly, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 40E=4 or Chapter 40E40, F.A.C. 12. The pennittee is hereby advised that Section 253.77, F.S. states that a person may not acommence. any excavation, construction, or other activity involving the use of.sovereign or other elands of the state, the title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the required lease, license, easement, or. other form of consent authorizing the proposed use. Therefore, the permittee is responsible for obtaining any necessary . authorization from the Board of Trustees prior to commencing activity on sovereignty lands or other Mate owned lands. , 13. The permittee is advised that the rules of the South Florida Water Management District require the permittee to obtain a water use permit from the South Florida Wdter Management District prior to construction dewatering, unless the work qualifies for a general permit pursuant to subsection 40E- 20.302(4), F.A.C., also known as the `No Notice" rule. 14. The permittee shall hold and save the Department harmless from any and all damages, claims, or liabilities which may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any system authorized by this permit. 15. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Section - 373.421(2). F.S., provides otherwise. Packet Page -628- 6/12/2012 Item 11.E. 1'0mif<xee: Collier County Airport Authority Permit No. 11-0129042-002 Page 6 of 11 16. The permittee shall notify the Department in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of a permitted system or the real property on which the permitted system is located. Ail transfers of ownership or transfers of a permit are subject to the requirements of Section 62- 343.130, F.A.C. The permittee transferring the permit shall remain liable for corrective actions that may be required as a result of any violations prior to the sale, conveyance or other transfer of the system. 17. Upon reasonable notice to the permittee, Department authorized staff with proper identification shall have permission to enter, inspect, sample and test the system to insure .conformity with the plans and specifications approved by the permit. 18. If historical or archaeological. artifacts are discovered at any time on the project site, the permittee shall immediately notify the appropriate Department office. 19. The permittee shall immediately notify the Department in writing of any previously submitted information that is later discovered to be inaccurate. SPECIFIC CONDMONS: Construction 1. Deposition of fill shall be completed in those areas adjacent to crocodile inhabited areas immediately.after nesting season to allow the crocodiles to become accustomed to--the change prior ::'to the next nesting season. No construction activities shall take place in or adjacent to crocodile inhabited area between the months of March and September, or whenever active crocodile nesting occurs. Precautions shall be taken to avoid all crocodile/human interactions. 2. Staked filter cloth shall be positioned at the edge of the permitted fill slopes in order to contain turbid run-off and erosion prior to commencement of construction. This filter cloth shall be maintained in place until all slopes are completely stabilized by sod, seed or affirmative plantings. 3. All slopes/areas disturbed by construction shall be sodded or otherwise stabilized as necessary to prevent erosion, siltation and turbid discharges in the surrounding wetlands. 4. The limits of fill shall be clearly flagged to ensure no inadvertent impacts occur to waters of the State and wetlands pursuant to 62 -340 Florida Administrative Code (FAC).other than what is authorized in this permit. All construction activities shall be confined to the permitted limits of fill. Any incidental filling or impacting of wetlands beyond the'limits of construction for this authorization are not permitted. Those portions of the applicant's property that are wetlands as defined in Chapter 62 -340 FAC, and not subject to permanent impacts authorized by this permit shall be left in their natural state. These areas shall not be used for parking, equipment storage, construction corridors, building supply storage or as a staging area for construction. These areas shall not be filled,- sodded, or cleared without prior written consent from the Department in the form of an Environmental Resource Permit or a modification of this permit. These areas shall be kept free and clear of manmade trash and debris in perpetuity. Packet Page -629- Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 7 of 11 6/12/2012 Item 11.E. 0 5. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit Any deviation from the Permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit and a violation of Part Four of Chapter 373, Florida Statutes (F.S.). i Mitigation i 6. The Permittee shall donate/convey to the State of Florida the land shown on Figure 6 (attached) the 26.04 acres of land. This shall be accomplished within 270 days of issuance ur this ffi permit The Department may extend this time in writing provided sucient cause is shown in the -submitted `land Conveyance Status Reports" as noted in the Monitorig Section of this permit without a formal modification to this permit, n 7. Prior to utilization of those areas authorized by this permit, the permittee shall mitigate for the approximate 35.6 acres of permanent wetland impact by implementing the attached "Marco Island Executive Airport Trash Road ( West) Mitigation Area Wetland Mitigation /Monitoring Plan„ (Plan) in Rookery Bay National Estuarine Research Reserve Permittee shall submit to the Florida Department of Environmental Proms on, South District e Office, SLERP Compliance and Enforcement Section, P.O. Box 2549, Fort Myers, FL 33902 -2549 Progress reports, every, 6 months, starting from the issuance. date of this permit The reports shall contain information, including but not limited to; the following: (1) a label indicating: "Progress Report for-the implementation of the Marco Island Executive Area Wetland Mitigation/Monitoring Plan, FDEP Permit No. 111 -0 29402 002 "aand (2) a s Mitigation indicating the current status and expected completion date. Implementation is defined as completing all enhancement and restoration work. It shall not include the monitoring provision of the Plan. Monitoring . 8. The permittee shall monitor the mitigation site by implementing the attached Plan in RBNERR, Collier County. 9. The permittee shall monitor /evaluate adjacent mangrove wetlands before and after surcharging to detect any change in adjacent elevations (as referenced to NGVD). The results of the monitoring shall be submitted to the Florida Department of Environmental protection, South District Office, SLERP Compliance and Enforcement Section, P.O. Box 2549, Fort Myers, h 33902 -2549 within 30 days of completion of surcharging, The reports shall contain information, FL including but not limited to, the following.. s a label indicating: Th n ; for Surcharging Operation for the Marco Island Executive Ai g FDEp permit N . I Iron Report 002' ; (2) a Plan view drawing of the Marco Island Executive Airport FDEP permit No. 11-0129402 - referenced above, noted (before and after surchar 'n operations); elevations, as surcharging (3) a statement indicating the change in elevation (if applicable) and square footage of the area(s) that were impacted; and (4) if the results of the monitoring show a §igu fecant increase in elevation, as determined by the Department, that could potentially result in adverse impacts, the permittee shall submit a plan Packet Page -630- 6/12/2012 Item 11.E. Permittab:.. Collier County Airport Authority Permit No. 11- 0129042 -002 Page 8 of 11 acceptable to the Department to mitigate for those impacts and to ensure the area(s) are kept free of noxious/invasive exotic vegetation as listed by the most recent list of the Florida Exotic Pest Plant Council within 90 days of notification. 10. The pennittee shall submit:to-the Department, every 60 days after the. issuance of this permit, a Land Conveyance Status Reports.that indicates the status of the conveyance of the 26.04 -acres of land as noted in Figure 6 (attached). The reports shall contain information, including but not limited to, the following: (1) a label indicating: "Land Conveyance Status Report for the Marco Island Executive Airport, FDEP'P.ermit No. 11- 0129402 -002" and (2) a statement indicating the status of the conveyance and the expected conveyance sate. These reports shall continue until the land is fully conveyed to the State and shall be submitted .to the Florida Department of .Environmental Protection, South District Office, SLERP Compliance "and Enforcement Section, PA. Box 2549, Fort Myers, FL 33902 -2549. STORMWATER: 11. Stormwater Treatment Facilities (Basins DA1 through DA5): a. Detention Area: Bottom Elevation 3.50 Feet, NGVD Minimum Side Slopes 4:1 Bottom/Slopes/Berms Sod or Seed and Mulch b.. Outfall (Discharge) Control Structures (3 each): FDOT Structure Type: Type "D" Aluminum Baffle Elevations: Varies per structure (see drawings) Grate (Overflow) Elevation:. 3.80 Feet, NGVD 3 -inch Bleeder Invert Elevation: 2.50 Feet, NGVD Discharge Culvert: 19" x 30" ERCP Invert Elevation: 1.00 Feet, NGVD c. Spreader Swale: Bottom Elevation: 1.0 Feet, NGVD Rip- Rapped Crest - Elevation: 1.5 Feet, NGVD Swale-Stabilization Seed and Mulch (per drawings) Receiving Body: Rookery Bay Aquatic Preserve, a Class 11 Outstanding Florida Waterbody (OFW) Prohibited From Shellfish Harvesting. 12. Stormwater Treatment Facility (Basin DA6): a. Retention Area: Bottom Elevation 3.50 Feet, NGVD Minimum Side Slopes 4 :1 Bottom/Slopes/Berms Seed and Mulch Packet Page -631- 6/12/2012 Item 11.E. Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 9 of 1 I Receiving Body: Rookery Bay Aquatic Preserve, a Class 11 Outstanding Florida Waterbody (OFW) Prohibited From Shellfish Harvesting. Wet Season Water Table Elevation: 2.5 Feet, NGVD 13. For Basin DAl only, the minimum top of berm will be constructed at Elevation 5.00 Feet, NGVD, and to the section shown in the permit drawings. 14. A stable, permanent and accessible elevation reference (benchmark) shall be established on or within one hundred (100) feet of all permitted discharge structures no later than the submission of the statement of completion and certification. The location of the elevation reference must be noted on or with the certification statement. 15. Best management practices for erosion and turbidity control, including, but not limited to, the use of staked hay bales, silt screens, and turbidity curtains shall be used and maintained as necessary at all times during project construction. 16. All areas disturbed by construction shall be sodded or otherwise stabilized within 48 hours of attaining final grades or at any other time as necessary to prevent erosion, siltation and .turbid discharges in violation of State water quality standards in waters of the State. 17. All detention area bottoms -and slopes shall receive fall sod as noted on the drawings. All.other disturbed areas not receiving sod shall receive seeding and mulching. 18. Specific Condition No. 9 of Permit No. 11 -0138940-002 (Marco Island Executive Airport T- Hangar) remains in full effect and is incorporated here. SPECIFICALLY, The oil/water separator shall be inspected on a regular basis and the skimmer socks replaced and sediment removed, as necessary. Any evidence of oil in the detention area, outfall structure or spreader swale will require such an inspection and replacement of the skimmer socks. A determination of the . source of the oil shall be made and corrected immediately. 19. The removal of the existing outfall control structure and associated spreader swale for the T- Hangar project shall be coordinated with the construction of the proposed system. The culvert from the oil/water separator to the temporary detention area shall be modified so that it ProPerIY connects to the proposed DAl detention area. 20. Facilities other than those stated herein shall not be constructed without an approved modification of this permit. 21. As presented in the permit application and supporting documents, the operation and maintenance of the stormwater treatment system shall be the responsibility of Collier County Airport Authority. Therefore, operation and maintenance of the permitted activity shall be the responsibility of Collier County Airport Authority. Packet Page -632- 6/12/2012 Item 11.E. Permittee: Collier County Airport Authority Permit No. 11- 0129042 -002 Page 10 of 11 22. All required submittals, such as certifications, monitoring reports, notifications, etc., shall be submitted to the Florida Department of Environmental Protection, South District Office, T.O. Box 2549, Fort Myers, FL 33902 -2549. All submittals shall include the project name and indicated permit number when referring to this project. 23. The project shall comply with applicable State Water Quality standards, namely: 62-302.500-' Minimum Criteria for All Waters at All Times and All Places; General Criteria. 62- 202.550 - Criteria - Class'II Waters. Executed in Fort Myers, Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL lPROTECT ON R J., � C k / Richard W. Cantrell Director of District Management RWCJLWCAIca Enclosures I I pages attached 11 drawings attached One (1) reduced (11 "x170 drawing, Figure 6, which indicates those lands to be conveyed. One (1) reduced (8 % "xl 1 -) drawing, which indicates the wetland impacts. Four (4) reduced (8 % "XI 1") drawings, which indicates mitigation areas. Five (5) reduced (11 "xl T) drawings as signed and sealed by David S. Willdson, P.E., on January 30, 2003. Copies . finnished to: CC: U.S. Army Corps ofEngineers, Collier County Property Appraiser Florida Fish and Wildlife Conservation Commission Deltona Signatories The Conservancy of Southwest Florida, Attn: Elinor V. Mier, 1450 Mer-ihue Drive, Naples, F134102 The National Audubon Society, Attu: Stuart Stahl, 444 Brickell Ave., Ste 850, Miami, Fl 33131 The Florida Audubon Society, 1331 Pahnetto Ave., Ste 110, Winter Park, FI 32789 Environmental Defense Fund, Attn: J. Tripp, 257 Park Avenue, South, New York, NY 10010 izaak Walton League, Florida Division, Attu: J. Green, 700 Biltmore Way, Apt_ 407, Coral Gables, F133 134 South Florida Water Management District AtW Henry Dean, 3301 Gun Club Rd., West Palm Beach, F133406 Florida Department of Community Affairs, Attn: Ray Eubanks, 2555 Shumard Oak Blvd., Tallahassee, F1 2399 -2100 The Deltona Corporation, Attn: Sharon Hummerhiehn, 999 Brickell Ave., Suite 700, Miami, Fl 33131 Bd of Co Commissioners, Attn: Honorable.Carter, 3301 Tamiami Trail, East, Naples, F134112 -4902 Packet Page -633- 6/12/2012 Item 11.E. Permitiee. Collier County Airport Authority . Permit No. 11-0129042-002 Page 11 of 11 CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies-that this permit, including all copies were mailed before the close of business on ,� 2003, to the above listed persons, FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant -to Section 120.52(9), F.S., with the designated Department clerk, receipt of which is hereby acknowledged. Clerk 3 . Date Go Packet Page -634- 6/12/2012 Item 11.E. MARCO ISLAND EXECUTIVE AIRPORT TRASH ROAD (WEST) MITIGATION AREA WETLAND MITIGATION/MONITORING/ MAINTENANCE PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PERMIT APPLICATION NO. 11-0129042-002 Revised November 12, 2002 INTRODUCTION The following outlines the wetland mitigation, monitoring, and maintenance plan for the 324.16± acre Trash Road (West) mitigation site located along on the west side of Barefoot Williams Road in Sections 5, 8, • and 9, Township 51 South; Range 26 East, Collier County (Figure 1). The expansion of the Marco Island Executive Airport will result in unavoidable wetland impacts to Florida Department of Environmental Protection (FDEP) jurisdictional wetlands. In order to offset these impacts, 'it is proposed to restore and enhance the Trash Road (West) property located within the Rookery. Bay National Estuarine Research Reserve (NERR). The Trash Road (West) mitigation plan includes 7.561 acres of wetland restoration; 213.971 acres of wetland enhancement; 18.96± acres of upland restoration; 20.991 acres of "other surface waters" preserve; 60.45± acres of upland enhancement; backfilling of ditches to restore natural hydrology; and geo- webbing of two sites along the FPL easement road to the southwest of the property. A mitigation plan is provided as Figure 2. These mitigation activities will be completed prior to wetland impacts occurring at the Marco Island Executive Airport. N fMGATION PLAN Exotic Removal and Naisance.�Vegetation Removal The mitigation plan for the Trash Road (West) mitigation site includes enhancing 213.971 acres of wetlands by hand removal of exotics and nuisance vegetation, regrading an existing unimproved road for easier maintenance access and enhancing 60.451 acres of upland preserves by hand removal of exotics and nuisance vegetation. The enhancement will include the removal of exotic and . nuisance vegetation from wetland and upland preserves. The exotics to be eradicated include those listed by the Exotic Pest Plant Council (EPPC), which include but are not limited to melaleuca, Brazilian pepper, Australian pine, downy rose - myrtle, primrose willow, old world climbing fern, and cattail. The hand removal of exotic and nuisance vegetation will include one or more of the following methods: (1) cut exotics within 12 inches of ground elevation, hand remove cut vegetation, and treat remaining stump with approved herbicide; (2) girdle standing melaleuca and Australian pine with diameter at breast height (DBH) greater than four inches and apply approved herbicide to cambium; (3) foliar application of approved herbicide to melaleuca (saplings only), Brazilian pepper, Australian pine, downy rose myrtle, and nuisance and exotic vegetation as. defined by EPPC; and (4) foliar application of approved herbicide or hand pulling of exotic seedlings and PERMIT# RECEIVED Passarella and Associates, Inc. If- 012 9 4 2 002 J��� D 2 ��� 1 of 6 #99HMA449 Revised 11/12/02 D E P O.E.P. Punta Corals Packet Page -635- 6/12/2012 Item 11.E. nuisance vegetation as defined by the FLEPPC. Overspray precautions will be taken to protect nearby native vegatation. In areas where the density of melaleuca trees exceeds 50 percent, cuttings will either be removed from the site or stacked in piles at approximately 75 foot intervals. If left on the site, smaller cuttings will be stacked butt end to the ground into a nearly vertical position (i.e., teepee method). Larger cuttings will be cut and stacked side by side into an area approximately six feet on a side. Cuttings will be stacked perpendicular to the previous layer up to a height of approximately four feet (i.e., log cabin method). Cuttings will be stacked in upland areas or in areas where the most disturbance has occurred. Farm Field Wetland and Upland Restoration Farm field restoration will include mechanized land clearing of exotics. Mechanized equipment will be brought in the farm field using the ingress/egress easement road known as "Trash Road ". After clearing, the areas designated as wetland restoration will be contoured to match adjacent wetland ground elevations, and areas designated as upland restoration will be graded to match ..adjacent upland elevations. An as -built survey of the graded site will be performed to ensure the desired elevations have been obtained. After review and approval of the final grades, the area will be planted with native wetland and upland vegetation. The planting of native vegetation will be the responsibility of the FDEP NERR. A topographic survey of the contoured wetlands will be provided to the FDEP for review and written approval prior to initiation of planting. Silt ..fencing will be installed where grading activities are adjacent to native wetland and upland habitats. Table 1 lists the native upland and wetland species to be planted within the restored areas. The planting list provided in Table 1 is a minimum planting list. Additional native species may be planted after authorization by FDEP. Table 1. Planting List for the Trash Road (West) Mitigation Site � a—n Passarella and Associates, Inc. ' ` ``! t ` 2 of 6 s�nvlA�9 Revised Intio2 11 0129042 002 .!A N 3 0 20533 D EP D.E.P. Punta Gorda Packet Page -636- 6/12/2012 Item 11.E. Table 1. (Continued) Backfilling Ditch The ditch backfilling will include the mechanical removal of the existing berm and ditch, as shown on the mitigation plans. The material from the berm will be used to backfill the adjacent ditch. The berm removal and backfilled ditch will be graded to match adjacent wetland and upland ground elevations. An as -built survey of the graded site will be performed to ensure the desired elevations have been obtained. The backfilled ditch area will be planted per the planting Iist in Table 1. Geo- Webbing In addition to mitigation work on the Trash Road (West) parcel, three geo -web sections will be constructed within the FPL easement located along the southwest boundary of the property. The construction of the three geo -web sections will re- establish surface water sheet flows in this area. The location and details of the geo -web sections are provided in the mitigation plans. 5MIGATION SUCCESS CRITERIA The mitigation areas shall be considered successful if at the end of five years the wetland enhancement areas contain at least 80 percent cover by desirable obligate and facultative wetland plant species. The wetland and upland areas shall be free from exotic and nuisance vegetation immediately following a maintenance activity and will consist of no more than three percent cover for exotics and nuisance species. Exotic and nuisance vegetation species are identified as those species listed by the EPPC at the time of permit issuance. Passarella and Associates, Inc. #9911MA449 Revised 11/12/02 PER T' P RECEIVED 11 0129042 002 AN 3 0 2003 D EP-. D.E.P. Punta Gorda Packet Page -637- 3 of 6 tiiY �•e TiYi '•� �yyt��µ r — 4E. F{{ ��• �i �l'��%l/ . .. .t. �. }t rly -htL: y� :8 oiis`5 Leather fern Acristichum 12 in. 4 m. 3 ft. O.C. danaei olium Slash pine Pinus elliottii 3 ft. 1 gal. 10 i3.O.C. Wax myrtle Mplca cerf era 3 ft. 1 gal, 10 ft. O.C. Wire ass Aristida stricta 12 in. 4 in. 3 ft. O.C. Saw palmetto Serenoa repens 12 in. 1 gal. 5 ft. O.C. Backfilling Ditch The ditch backfilling will include the mechanical removal of the existing berm and ditch, as shown on the mitigation plans. The material from the berm will be used to backfill the adjacent ditch. The berm removal and backfilled ditch will be graded to match adjacent wetland and upland ground elevations. An as -built survey of the graded site will be performed to ensure the desired elevations have been obtained. The backfilled ditch area will be planted per the planting Iist in Table 1. Geo- Webbing In addition to mitigation work on the Trash Road (West) parcel, three geo -web sections will be constructed within the FPL easement located along the southwest boundary of the property. The construction of the three geo -web sections will re- establish surface water sheet flows in this area. The location and details of the geo -web sections are provided in the mitigation plans. 5MIGATION SUCCESS CRITERIA The mitigation areas shall be considered successful if at the end of five years the wetland enhancement areas contain at least 80 percent cover by desirable obligate and facultative wetland plant species. The wetland and upland areas shall be free from exotic and nuisance vegetation immediately following a maintenance activity and will consist of no more than three percent cover for exotics and nuisance species. Exotic and nuisance vegetation species are identified as those species listed by the EPPC at the time of permit issuance. Passarella and Associates, Inc. #9911MA449 Revised 11/12/02 PER T' P RECEIVED 11 0129042 002 AN 3 0 2003 D EP-. D.E.P. Punta Gorda Packet Page -637- 3 of 6 MONITORING Monitoring Methodology 6/12/2012 Item 11.E. RECEIVED JAN 302003 D•E.P• Nmtl Gorda The proposed monitoring of the enhanced and restored wetlands and uplands will consist of baseline, time -zero, and annual monitoring of vegetation, wildlife, rainfall, and wetland water levels. Baseline monitoring will document conditions in the project site as they currently exist. Time -zero monitoring will document conditions immediately following wetland and upland enhancement and restoration. The annual reports will document conditions following enhancement and restoration activities and document the extent of success of the project. If needed, the annual reports will identify specific actions to be taken to improve the conditions within the project area. Sampling transects and methodology for the baseline, time -zero, and .annual reports will utilize identical methods of data collection from identical sampling stations. Vegetation Monitoring Wetland and upland vegetation will be monitored prior to and following enhancement and restoration activities. Sampling in wetland and upland areas will involve canopy, sub- canopy, and ground cover stratum along monitoring transects established within the enhancement and restoration areas. Canopy and sub- canopy vegetation species will be monitored within 20 x 50 foot plots established along the monitoring transects. Species richness and visual estimate of percent cover will be calculated for canopy and sub -canopy stratum. To facilitate an intensive, accurate, and repeatable sampling program, the point frame method .(Bonham 1989) will be utilized for the ground cover strata. Point frames will be sampled at approximately 25 foot intervals along each monitoring transect. Each point frame consists of 1m square wire grid with 25 cross points. Any plant species directly below a cross point will be recorded, including bare ground. Each cross point represents four percent of the square meter. Water depths will also be recorded at each sampling station. For each sampling station, identified species will be listed and percent cover computed and discussed. Wildlife Monitoring Regular observations of wildlife will be made during the monitoring event by qualified ecologists. Observations will consist of recording evidence and sign of wildlife (i.e., direct sightings, vocalizations, burrows, nests, tracks, droppings, etc.). Fish and Aquatic Macroinvertebrate Monitoring Qualitative sampling of fish and aquatic macroinvertebrates will be conducted using a standard D -frame aquatic dip net, mesh size 1.0 mm. Sampling will be conducted along vegetation monitoring ft=ects with a minimum of 2 cm. standing water. The collector will work the net vigorously within the vegetation, open water, and surficial bottom sediments. Net contents will be placed in a white pan and sorted'with forceps. Hard substrate, if any, will also be examined Pass=Ha and Associates, Inc. #9.9HMA449 Revised 11/12/02 PERM` 11 0129042 002 D EP, Packet Page -638- 4 of 6 1i 6/12/2012 Item 11.E. for the presence of aquatic macroinvertebrates. Sampling will continue until no new species are encountered for ten minutes. Sample size and collection times will not exceed 200 organisms or one hour, respectively. Samples will be preserved in alcohol, returned to the laboratory, and identified to the lowest taxonomic level possible, usually species. When possible, fish will be identified in the field and released. Photographic Documentation Permanent fixed-point photograph stations will be established in the monitored areas providing physical documentation of the condition and appearance of an area, as well as any changes taking place within it. Panoramic photographs will accompany vegetation data in each report. Locations of photo stations will remain the same throughout the duration of the monitoring program. Rainfall and Staff Gauge Hydrological monitoring for the mitigation area will include the installation of a rain gauge and staff gauges/monitoring wells. Staff gauges /monitoring wells will be read once every two weeks from May through November (i.e., approximate wet season) and once a month during the remainder of the year. Water level data will be included in the annual wetland mitigation monitoring reports. MONITORING REPORTS The permittee will submit annual monitoring reports to the FDEP documenting the success of the mitigation program and general condition of the Trash Road (West) Mitigation area. Within 60 days of permit issuance, the baseline monitoring for the mitigation areas will be submitted to the FDEP. The time -zero monitoring report will be submitted within 60 days of completion of the mitigation activities. Annual monitoring reports will be prepared for a period of five years and will include the following information: • Brief description of mitigation and maintenance work performed since the previous report along with a discussion of any modifications to the mitigation or maintenance program. • Brief description of anticipated mitigation and maintenance work to be conducted over the next year. • Results of quantitative vegetation monitoring conducted in the enhanced and restored wetlands and uplands. A list of observed wildlife species. • Panoramic photographs taken at photo stations within the enhanced and restored wetlands and uplands. • Staff gauge and available local rainfall data. RECEIVED JAN 3 0 2003 Pk smwr# D.E.P. Puflta Gorda Passarella and Associates, Inc. 11 UIZ9042 0GV S of 6 #99HRA449 Revised 11/12/02 �.. P/ Packet Page -639- MAINTENANCE AND LONGTERM MANAGEMENT 6/12/2012 Item 11. E. Following the completion of the initial exotic removal effort, semi - annual inspections of the mitigation site will occur for the first two years. During these inspections, the enhancement and restoration areas will be traversed by qualified ecologists. Locations of nuisance and/or exotic species will be identified for immediate treatment with an appropriate herbicide. Any additional potential problems will also be noted and corrective actions taken. Once exotic /nuisance species levels have been reduced to acceptable limits (i.e., less than three percent cover), inspections of the mitigation areas will be conducted annually. Maintenance will be conducted in perpetuity to ensure that the enhanced and restored wetlands and uplands are free of exotic vegetation (as currently defined by the EPPC) immediately following maintenance and that exotic and nuisance species will constitute no more than three percent of total combined cover. REFERENCES ! .Bonham, C.D. 1989. Measurements for Terrestrial Vegetation. John Wiley and Sons, New York, New York.. j l RECEIVED PERMT O JAN 3 0 2003 1.1 0-12904,2 002 D_EPI/ Passwella and Associates, Inc. 6 of 6 #99HMA449 Revised 11/12/02 Packet Page -640- r Y n � E 'x r� �..J t � r � •�+ �'t."? ! z at v ' � it' •{. T S r j1 a • - fF � - C • r �y1 a v r v I ON . 0 t-i b � V� s s �a� i9! 2 IMH • 11 fig...... ° r N 6 ,�Si 10bs +�w RECEIVED JAN 3 0 2003 D.E.P. Punta Garda ffi ffi tg 8 _n s OS Qo �9 h q 'Q w� Yi r V � V n � 6/12/2012 Item 11.E n � n .w w 1 < 4 W W y Q: � s e a d st st ell con �a� i9! 2 IMH • 11 fig...... ° r N 6 ,�Si 10bs +�w RECEIVED JAN 3 0 2003 D.E.P. Punta Garda ffi ffi tg 8 _n s OS Qo �9 h q 'Q w� Yi r V � V n � � • e O Q N O O a--i t�l 19 6/12/2012 Item 11.E. jig if U I I OEMg� N U Packet Page -643- RECEIVED JAN 3 0 2003 D.E.P. Punta Gorda w + n I i x w s � w e h q g �y 'o W� � A .0 3 ,a V� 0 h h 6/12/2012 Item 11.E. . Packet Page -644- o ■ t, o Cv fL- 0 c � 0 Y �Cg 6/12/2012 Item 11.E. RECEIVED AN 3 D 2093 a' a O.E.P. Pasta Gorda „ a a W �j i ag M- Ir E� > F all ..ec a do Wgig fit, Z g Packet Page -645- W w W q �i 9 w w V � Y V O o� i ER Iqq SS f® t-. 6� la 6/12/2012 Item 11.E. i O RECEIVED i x a AN 3 0 2003- le D-E-F. Punta Gorda 5 a. J a1 JJ��f/ ..{{ `g J�1JJss11 W Za ' "-'NN ddddod 4' 66fid F p rerrrr' 66C eece W =< z W Z � to `�1J• V ox ill fill if III 111ji Cu O. D Cv CD Tr yY w x F J 2 Packet Page -646- y7F 0 W ®„ ~ c0 Z N ._ W • <2 W W. ccQ W(3 0" > Q iz �-, Z Z L O <C < ^^ • LL W rr to X W W CV) o < u) 0(.) ® z. �Q <rr G < w N ...1 �U •o C� Q w v ®- LL CO U cz z L) :D _ Q 6/12/2012 Item 11.E. S3A3 Mott - d i 0 00 iF m i' CPc '%1� s es ►� Z o e a �i= ?I I N 0 0 � o � a I39 OMMI 14, � 4 y ' � fib, 8 �ism, 21 �+! T i CO 1� rn too 'z W Coo a Packet Page -647- 6/12/2012 Item 11.E. • � wondnwdK.+w...mv.. :w mew _ ,.v •., .ax'� N3. 1A - � r w m O 1 il. A J �' !L all D t CD o Eig a�® 0 Packet Page -648- O 0. a CC z . w < > F- a_ w o Z 2 Z ; � U U W J O U' 6/12/2012 Item 11.E. Packet Page -649- 6/12/2012 Item 11.E. Packet Page -650- 6/12/2012 Item 11.E. Co v -K t pt Q 3�`s lu LZD to a f N Q " d� N } Mae! a: L;;Z 5 J R R i R 1 C a. .0 f ' :r w Q X Q LC w } o Z Z < 0 f�• U O Q" U W i x V . i Packet Page -651- 6/12/2012 Item 11.E. Forth #W_3a90QM. FAC Form Tale: Rust torTrartster to Operation Phase. Date:_October 3. 1995 REQUEST FOR TRANSFER OF ENVIRONMENTAL RESOURCE PERAUT CONSTRUCTION PHASE TO OPERATION PHASE (To be completed and submitted by.the operating entity) Florida Department of Environmental Protection It is requested that Department Permit No. authorizing the construction and operation of a surface water management system for the below mentioned project be transferred from the construction phase permittee to the operation phase operating entity. . PROJECT: FROM: Name: Address: City: State: Zipcode: TO: Name: Address: City: State: Zipcode The surface water management facilities are Nearby accepted for operation and maintenance in accordance with the engineers certification and as outlined in the restrictive covenants and articles of incorporation. for the' operating entity. Enclosed is a copy of the'document transferring title of the operating entity for the common areas on which the surface Water, management system is located. Note that if the operating entity has not been previously approved, the applicant should contact the Department staff prior to filing for a permit transfer. .The undersigned hearby agrees th at all terms and conditions of the permit and subsequent modifications, if any, have been reviewed, are understood and are at accepted. Any proposed modifications shall be applied for and obtained prior to such modification. Operating Entity Name Title Telephone Enclosure: (.) .Copy of recorded transfer of title surface'water management system (} Copy of plat(s) () Copy of recorded restrictive covenants, articles of incorporation, and certificate of incorporation Packet Page -652- 6/12/2012 Item 11.E. Fom 62-343.900 Application r of Transfalarnp Pamir APPLICATION FOR TRANSFER OF ENVMONMMNTAL RESOURCE PERWr AND NOTMCATION OF SALE OF A FACILITY OR SURFACE WATER MANAGEMENT, SYSTEM Permit No. Date Issued Date Expires _�.. FROM (Name Of Current Permit Holder): Mailing Addiess: City: State:- Zip Code: Telephone: Identification or Name of acility/Surface Water Management System: Phase of Facility/Surface Water Management System (if applicable): The undersigned hereby notifies the Depariment of the sale or legal transfer of this facility, or surface -water management system, and ftther apt" to assign a rights and obligations as permittee to Me applicant in the event the Department agrees to the transfer of'penut Signature of the current permittee: Title (if any): Date: TO (Name ofFroposed Permit Trans&req): MailingAddress: City State:- Zip . Code: Telephone: The undersigned hereby notifies the Department of having acquired the -title to this facility, or surface-water management system. The undersigned also states he or she has examined the application and documents submitted by the current permittee, the basis of wbich the petmit was issued by the Department, and states they accurately and completely describe the permitted activity or prqccL The Undersigned further attests to being familiar with the permit, agrees to comply with its terms and with its conditions, and agrees to assume the rights and liabilities contained in the permiL The undersigned also agrees to promptly no* the Department of any future changes in ownership of; or responsibility for, the permitted activity or pmjecL Signature of the applicant (Transferee), Title (if any): Date: Project Engineer Name (if applicable) Mailing Address: Telephone.`( Packet Page -653- 6/12/2012 Item 11.E. Fam 862 - 343.900(5). F.A.C. Form Titles As -Built CatiGcem by a Registe" paimaooat Effective Date•. October 3, 1995 ENVIltONMENTAL RESOURCE PERMIT AS -BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL Permit Number. Project Name: •I hereby certify that all components of this surface water management system have been built substantially in accordance with the approved plans and specifications and are ready for inspection. Any substantial deviations (noted below) from the approved plans and specifications will not prevent the system from functioning as designed when properly maintained and operated These determinations are based upon on- site observation of the system conducted by me or by my designee under my direct supervision and/or my review of as -built plans certified by a registered professional or Land Surveyor licensed in the State of Florida. Name (please print) Signature of Professional Company Name Florida Registration Number Company Address Date City, State, Zip Code Telephone Number (Affix Seal) Substantial deviations from the approved plans and specifications: (Note: attach two copies of as -built plans when there are substantial deviations) Within 30 days of completion of the system, submit two copies of the form to: DEPT OF EW ROW MA! PROTECTION SOUTH DISTRICT P O BOX 2545 FT MYERS FL 33902 -2549 62- 343.900(5) On -line Document Formatted IV01/97kag Packet Page -654- 6/12/2012 Item 11.E. 1 arra # 62- 343900{4) Form Tide Aannal Status Report Eff Ye Date -October 3. 1995 Environmental Resource Permit Annual Status Report' Florida Department of Environmental Protection PERMIT NUMBER: COUNTY: PROJECT NAME: PHASE: The following activity has occurred at the above referenced poroject during the past year, between June 1, and May 30, � Fern it ConMoa/Acti i�,yt % of Corowedon Date of AndcilZ�ted Date o cornuletion Completion (Use Additional Sheets As Necessary) Benchmark Description (one per major control structure): Print Name Phone Pamittee's or Aurthorized Agent's Signature Title and Company Date This form shall be submitted to the above referenced Dcpartment.Office during June of each year for activities whose duration of 6/12/2012 Item 11.E. Form 062.343.90or3� e . Form Title: Constru ion . l�mencemeR► Natick Date:0c1ober3 iaa ENVIRONMENTAL RESOURCE PERMIT � Construction -Commencement Notice PROJECT: PHASE: I hereby notify the Department of Environmental Protection that the construction of the surface water management system authorized by Environmental Resource Permit No. has commenced ! is expected to commence on 200, and will require a duration of approximately months weeks days to complete. It is understood that should the construction term. extend beyond one year, I am obligated -to submit. the Annual Status Report for Surface Water Management System Construction. PLEASE NOTE: -If the actual construction commencement date is not known, Department staff should be so notified in writing in order to satisfy permit conditions. Permittee or Title and Company Date =i Authorized Agent I Phone Address Packet Page -656 - 6/12/2012 Item 11.E. SDPA- PL2010 -418 REV:2 MARCO ISLAND EXECUTIVE AIRPORT DATE: 8/9/10 DUE: 8/23/10 Packet Page -657- December 3, 2009 Florida Department of Environmental Protection South District Office P.O. Box 2549 Fort Myers, FL 33902 -2549 Collier County Airport Authority c/o URS Corporation 7650 Corporate Center Drive Suite 400 Miami, FL 33126 Attention: Mr. Juan C. Garcia, P.E. Re: Collier County - ERP File No. 11-0129042-004 Modification of Permit No. 11-0129042-002 Marco Island Executive Airport: Terminal Apron. Expansion and Auto Parking Lot Modification - Stormwater Management System Dear Mr. Garcia: 6/12/2012 Item 11.E. Charlie C:rist Governor Jeff Kottkamp Lt. Governor Michael W. Sole Secretary Your request to modify this permit has been received and reviewed by Department staff. The proposed permit modifications are for: The construction of a new stormwater management system to serve the expansion of the existing aircraft apron at the Marco Island Executive Airport into the existing vehicular parking lot and a new parking lot adjacent to this apron expansion. After thorough review by staff, the proposed modifications are not expected to adversely affect water quality and will not be contrary to the public interest, provided the permit is amended as follows: EXPIRATION OF CONSTRUCTION PHASE: From: June 26, 2013 To: December 3, 2014 PROJECT DESCRIPTION: "More Protection, Less Process" www.dep.statef I. u.s Packet Page -658- SDPA- PL2010 -418 REV:1 MARCO ISLAND EXCUTIVE AIRPORT TAXIWAY AND APRON EXPANSION DATE: 514/10 DLIE: 6/2/10 6/12/2012 Item 11.E. Collier County Airport Authority File No.: 11 -0129042 -004 Page 2 of 8 From: The above named Permittee is hereby authorized to construct the work shown on the application and approved drawing(s), plans, and other documents attached hereto or on file with the Department and made a part hereof. This permit is subject to the limits, conditions, and locations of work shown in the attached drawings, and is also subject to the attached 19 General and 23 Specific Conditions, which are a binding part of this permit. You are advised to read and understand these drawings and conditions prior to commencing the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings. If you are utilizing a contractor, the contractor also should read and understand these drawings and conditions prior to commencing the authorized activities. Failure to comply with all drawings and conditions shall constitute grounds for revocation of the permit and appropriate enforcement action. To: The above named Permittee is hereby authorized to construct the work shown on the application and approved drawing(s), plans, and other documents attached hereto or on file with the Department and made a part hereof. This permit is subject to the limits, conditions, and locations of work shown in the attached drawings, and is also subject to the attached 19 General and 24 Specific Conditions, which are a binding part of this permit. You are advised to read and understand these drawings and conditions prior to commencing the authorized activities, and to ensure.the work is conducted in conformance with all the terms, conditions, and drawings. If you are utilizing a contractor, the contractor also should read and understand these drawings and conditions prior to commencing the authorized activities. Failure to comply with all drawings and conditions shall constitute grounds for revocation of the permit and appropriate enforcement action. From: The permit authorizes the disturbance of approximately 35.6± acres of wetlands and other surface waters within wetlands and other surface waters. These impacts include filling 13.05± acres of forested saltwater wetlands, 12.37± acres if herbaceous, disturbed wetlands, 2.4± acres of wetland secondary impacts, and 7.78± acres of other surface water including ditches and borrow areas. The stormwater portion of the project is to construct a stormwater management system (system) to serve 52.4 acres of the total upland area of approximately 58.6 acres. There are six drainage basins designated DA1 through DA6, which contribute Packet Page -659- 6/12/2012 Item 11.E. Collier County Airport Authority He No.: 11- 0129042 -004 Page 3 of 8 stormwater runoff to the proposed system. A seventh Basin (DA 7), which serves the existing terminal area and associated parking, has historically discharge stormwater runoff offsite and- does not contribute to the system permitted herein. The basin boundaries are as shown on the permit drawings. Treatment for stormwater runoff from basins DA1 through DA5 will be provided by dry detention before discharging though one of three outfall control structures, each with its own spreader swale. Treatment for stormwater runoff from basin DA6 (east of the existing airport runway) will be provided by dry retention with any runoff volume in excess of the required treatment volume discharging by sheetflow to the receiving body. To: The permit authorizes the disturbance of approximately 35.6± acres of wetlands and other surface waters within wetlands and other surface waters. These impacts include filling 13.05± acres of forested saltwater wetlands, 12.37± acres if herbaceous, disturbed wetlands, 2.4± acres of wetland secondary impacts, and 7.78± acres of other surface water including ditches and borrow areas. With the addition of the Terminal Basin under this permit modification, no additional wetland impacts are proposed or authorized. The stormwater management system portion of the overall project will be expanded with the addition of the Terminal Basin system to serve a combined 54.4 acres of the total upland area of approximately 58.6 acres. There are six drainage basins designated DA1 through DA6, which contribute stormwater runoff to the system permitted under Permit No. 11 -0129042 -002. The seventh Basin (DA 7), which contains i the existing terminal area and associated parking, has historically discharge stormwater runoff offsite and did not contribute to the system permitted under Permit No. 11- i 0129042 -002. With this modification, the Terminal Basin (located partially in Basin DA 7) stormwater management system will provide stormwater runoff treatment by dry retention for the 1.963 -acre basin project area before discharging though its outfall structure to an on- property treatment swale. Treatment for stormwater runoff from basins DA1 through DA5 is provided by dry detention before discharging though one of three outfall control structures, each with its own spreader swale. Treatment for stormwater runoff from basin DA6 (east of the existing airport runway) is provided by dry retention with any runoff volume in excess of the required treatment volume discharging by sheetflow to the receiving body. The basin boundaries for Basins DAI through DA6 are as shown on the permit drawings attached to Permit No. 11-0129042-002. The basin boundary for the Terminal Packet Page -660- 6/12/2012 Item 11.E. Collier County Airport Authority File No.: 11- 0129042 -004 Page 4 of 8 Basin is as shown on the permit drawings, as incorporated by reference and attached to this Permit Modification No. 11 -0129042 -004. SPECIFIC CONDITIONS: STORMWATER: 24. Stormwater Treatment Facility (Terminal Basin -1.963 acres)(see Permit drawings): a. Retention Area: Bottom Elevation: 2.19 Feet NAVD [3.50 Feet, NGVD] Minimum Side Slopes (Vert:Horiz): I:1'/2 Bottom Stabilization: Sod Slope Stabilization: Rip Rap Berm Top and Outside Slope Stabilization: Sod Berm Top Elevation: 5.00 Feet, NAVD b. OutfaIl (Discharge) Structure (S-6): FDOT Structure Type: Skimmer Top/ Bottom Elevations: Weir (Grate) Elevation: Discharge Culvert: Invert Elevation: Type "G° 3.75/ -0.75 Feet, NAVD 4.39 Feet, NAVD 30 -Inch RCP -0.75 Feet, NAVD Receiving Body: Existing On- Property Treatment Swale Wet Season Water Table Elevation: 1.19 Feet, NAVD [2.5 Feet, NGVD] NOTE: The NGVD 29 Elevation is equal to the NAVD 88 Elevation + 1.31 feet. The elevations shown in Permit No. 11 -0129042 -002 are NGVD. ADD: Nineteen (19) drawings (11 "x17" reduced drawings) prepared by URS Corporation, as signed and sealed by Andres Gutierrez, P.E., on October 19, 2009, are incorporated by reference and attached to this permit modification. These added drawings do not modify, replace or supersede the permit drawings attached to Permit No. 11- 0129042- 002. Packet Page -661- 6/12/2012 Item 11.E. Collier County Airport Authority File No.: 11- 0129042 -004 Page 5 of 8 Since the proposed modifications along with the above amended permit conditions and monitoring requirements are not expected to result in any adverse environmental impact and water quality degradation, the permit is hereby modified as requested. By copy of this letter and the attached drawings, we are notifying all necessary parties of the modification. This letter does not alter the permit other than as described above. This letter and referenced enclosures must be attached to the original permit. This modification is hereby granted unless a timely petition for an administrative hearing is filed under Sections 120.569 and 120.57, Florida Statutes, (F.S.), before the deadline for filing a petition. The procedures for petitioning for a hearing are set forth below. Mediation is not available. A person whose substantial interests are affected by the Department's action may petition or an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. The petition must contain the information set forth below an must be filed (received by the clerk) in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399 -3000. Because the administrative hearing process is designed to redetermine final agency action on the application, the filing of a petition for an administrative hearing may result in a modification of the permit or even a denial of the application. If a sufficient petition for an administrative hearing or request for an extension of time to file a petition is timely filed, this permit automatically becomes only proposed agency action on the application, subject to the result of the administrative review process. Accordingly, the applicant is advised not to commence construction or other activities under this permit until the deadlines noted below for filing a petition for an administrative hearing, or request for an extension of time have expired. Under Rule 62- 110.106(4), Florida Administrative Code (F.A.C.), a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399 -3000, before the applicable deadline. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Packet Page -662- 6/12/2012 Item 11.E. Collier County Airport Authority File No.: 11- 0129042 -004 Page 6 of S In the event that a timely and sufficient petition for an administrative hearing is filed, other persons whose substantial interests will be affected by the outcome of the administrative process have the right to petition to intervene in the proceeding. Any intervention will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28- 106.205, F.A.C. In accordance with Rules 28- 106.111(2) and 62- 110.106(3)(a)(4), F.A.C., petitions for an administrative hearing by the applicant or any of the parties listed below must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than those entitled to written notice under Section 120.60(3), F.S., must be filed with 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under Section 120.60(3), F.S., however, any person who has asked the Department for notice of agency action may file a petition with 21 days of receipt of such notice, regardless of the date of publication- The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing. The failure of any person to file a petition for an administrative hearing within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S. A petition that disputes the material facts on which the Department's action is based must contain the. following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address and telephone number of the petitioner; the name, address and telephone number of the petitioner's representative, if any which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination, (c) A statement of when and how the petitioner received notice of the agency decision, (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules and statutes that the petitioner contends require reversal or modification of the agency's proposed action; and Packet Page -663- 6/12/2012 Item 11.E. Collier County Airport Authority File No.: 11- 0129042 -004 Page 7 of 8 (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. A petition that does not dispute the material facts on which the Department's action is based shall state that no such facts are in dispute and otherwise shall contain the same information as set forth above, as required by Rule 28- 106.301, F.A.C. Under Sections 120.569(2)(c) and (d), F.S., a petition for administrative hearing must be dismissed by the agency if the petition does not substantially comply with the above requirements or is untimely filed. The action is final and effective on the date filed with the Clerk of the Department unless a petition is filed in accordance with the above. Upon the timely filing of a petition this order will not be effective until further order of the Department. This permit constitutes an order of the Department. The applicant has the right to seek judicial review of the order under Section 120.68, F.S., by the filing of a notice of appeal under Rule 9.110 of the Florida Rules of Appellate Procedure with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399 -3000; and by filing a copy of the notice of appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date when the final order is filed with the Clerk of the Department. The applicant, or any party within the meaning of Section 373.114(1)(a), F.S., may also seek appellate review of this order Section 373.114(1), F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when the final order is filed with the Clerk of the Department. Sincerely, - -7,J Jon M. Iglehart Director of District Management JMI /JDM /JR /jdm 19 valid drawing's (11 "x17" reduced) attached 3 DEP forms attached cc: U.S. Army Corps of Engineers Collier County Property Appraiser Packet Page -664- 6/12/2012 Item 11.E. Collier County Airport Authority File No.: 11- 0129042 -004 Page 8 of 8 Florida Fish and Wildlife Conservation Commission y Deltona Signatories The Conservancy of Southwest Florida, Am: Elinor V. Krier, 1450 Merrihue Drive, Naples, F134102 The National Audubon Society, Ann: Stuart Stahl, 444 Brickell Ave., Ste 850, Miami, F133131 The Florida Audubon Society, 1331 Palmetto Ave., Ste 110, Winter Park, F132789 Environmental Defense Fund, Attu J. Tripp, 257 Park Avenue, South, New York, NY 10010 Izaak Walton League, Florida Division, Attn: J. Green, 700 Biltmore Way, Apt 407, Coral Gables, Fl 33134 South Florida Water Management District, Ann: Henry Dean, 3301 Gun Club Rd., West Pahn Beach, Fl 33406 Florida Department of Community Affairs, Attn: Ray Eubanks, 2555 Shumard Oak BIvd., Tallahassee, Fl 2399 -2100 The Deltona Corporation, Attn: Sharon Hummerhielm, 999 Brickell Ave., Suite 700, Miami, Fl 33131 Bd of Co Commissioners, Attn: Honorable Carter, 3301 Tamiami Trail, East, Naples, Fl 34112 -4902 Rookery Bay Aquatic Preserve CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document, including copies, was mailed before the close of business 2009, to the above listed persons. FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52(7), F.S., with the designated Department clerk, receipt of which is hereby acknowledged. CIP -Irk Date Packet Page -665- 6/12/2012 Item 11. E. Form N62- 343.900(1) FAC Fonn Title: Construction Commencement Notice Effective Date: October 3.1995 ENVIRONMENTAL RESOURCE PERMIT Construction Commencement Notice Project: Phase: 1 hereby notify the Department of Environmental Protection that the construction of the surface water management system authorized by Environmental Resource Permit Number has commenced I is expected to commence on and will require a duration of approximately months weeks days to complete. It is understood that should the construction tern extend beyond one year, l am obligated to submit the Annual Status Report for surface Water Management System Construction. PLEASE NOTE: If the actual construction commencement date is not known, Department staff should be so notified in writing in order to satisfy permit conditions. Permittee or Authorized Agent Title and Company Phone Address 62- 343,900(3) On -Line Document Formatted 12/01197 kag Packet Page -666- Date 6/12/2012 Item 11.E. Form #62.343.900(5), F.A.C. Form Tide: As -Built Certification by a Registered Professional Effective Date: October 3, 1995 ENVIRONMENTAL RESOURCE PERMIT AS -BUILT CERTIFICATION BY A REGISTERED PROFESSIONAL Permit Number: Project Name: I hereby certify that all components of this surface water management system have been built substantially in accordance with the approved plans and specifications and are ready for inspection. Any substantial deviations (noted below) from the approved plans and specifications will not prevent the system from functioning as designed when properly maintained and operated. These determinations are based upon on -site observation of the system conducted by me or by my designee under my direct supervision and/or my review of as -built plans certified by a registered professional or Land Surveyor licensed in the State of Florida. Name (please print) Signature of Professional Company Name Florida Registration Number Company Address Date City, State, Zip Code Telephone Number (Affix Seal) Substantial deviations from the approved plans and specifications: (Note: attach two copies of as -built plans when there are substantial deviations)- Within 30 days of completion of the system, submit two copies of the form to: 62- 343.900(5) On -Line Docrnnent Formatted 12/01/97 kag Packet Page -667- 6/12/2012 Item 11.E. Form N:62- 353.900(7)F.A.C. Form Title: Request for Transfer to Operation Phase Effective Date: September 25, 1995 Request for Transfer of Environmental Resource Permit Construction Phase to Operation Phase (To be completed and submitted by the operating entity) Florida Department of Environmental Protection It is requested that Department Permit Number authorizing the construction and operation of a surface water management system for the below mention project be transferred from the construction phase permittee to the operation phase operating entity. Project: From: Name: Address: City: State: Zip: To: Name: Address: City: State: Zip: The surface water management facilities are hereby accepted for operation and maintenance in accordance with the engineers certification and as outlined in the restrictive covenants and articles of incorporation for the operating entity. Enclosed is a copy of the document transferring title of the operating entity for the common areas on which the surface water management system is located. Note that if the operating entity has not been previously approved, the applicant should contact the Department staff prior to filing for a permit transfer. The undersigned hereby agrees that all terms and conditions of the permit and subsequent modifications, if any, have been reviewed, are understood and are hereby accepted. Any proposed modifications shall be applied for and obtained prior to such modification. Operating Entity: Title: Name Telephone: Enclosure ❑ copy of recorded transfer of title surface water management system Coy of plat(s) Copy of recorded restrictive covenants, articles of incorporation, and certificate of incorporation. 62.343.900(7) On -Line Document Formatted 12/01/_)7 kag Packet Page -668- �:{W {w[. w.M1...� •+rs Ya ..po w wA x'1w ...ww�.vrvv{ Jul I all c 0 n z D fi b a � b x gg I b7 3 as �a a 3� f 6/12/2012 Item 11.E. 0 0 : D C J /v 9 9 O w O z n U) (� >m v r X -� > D o� O� C rn Zm Z M z C U) C U) Z 0 3< � „Q� g D z p M "ac{ am n O � r X. a m _ �r D v � 2 G�C m> 6 6A p> O0-Z p > > V > -n C EM m z °o ?�^ MK � cno ?o0O�m Ty m -O�7 T�. o A ~A3SM [ O �A'' AsNOi ~ OT D ~ O ! 0 3mmwx �� A� lo�omimmZ O p °, r o O w9 m� �y V)D 130.. , O Z p z��p <zZ 1300 c o U) rp D C p �° w� z z> iffl-H lifilloll i 11144-1 fill gig m jai 71 9;1 b a 6 a � G $g = A rZ^ O M O a C o .v� 1 � .: ISO 9 9 Packet Page -669- 2 Item 11.E. 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MARCO ISLAND EXCUTIVE AIRPORT TAXIWAY AND APRON EXPANSION DATE: 5/4/10 DUE: 6/2/10 1'7) COLLIER COUNTY -- AIRPORT AUTHORITY PARALLEL TAXIWAY AND APRON EXTENSION AT MARCO ISLAND EXECUTIVE AIRPORT STORMWATER MANAGEMENT REPORT PREPARED BY URS CORPORATION 7650 CORPORATE CENTER DRIVE SUITE 400 MIAMI, FLORIDA 33126 (305)262 -7466 C.A. NO. EB00000002 JUAN C. GARCIA PE #46597 July 2009 Packet Page -688- 6/ TABLE OF CONTENTS 1. Introduction ........................................ ............................... . 2. Design Criteria and Parameters .................. ............................... 2.1 General .......................... ............................... ......... 2.2 Stormwater Quality Criteria ............. ............................... 2.3 Stormwater Quantity Criteria ........... ............................... 2.3.1 South Florida Water Management District ...................... 2.3.2 Collier County ........................ ............................... 2.3.3 Adherance to Stormwater Quantity Criteria ..................... 2.4 Permitting Requirements ................. ............................... 2.4.1 South Florida Water Management District ...................... 2.4.2 USEPA General Construction NPDES Permit .................. 3. Hydrologic / Hydraulic Modeling Method And Criteria ..................... 3.1 General ..................................... ............................... 3.2 Hydrologic Modeling ..................... ............................... 3.2.1 Rainfall Depth ......................... ............................... 3.2.2 Rainfall Distribution .................. ............................... 3.2.3 Time Of Concentration ( TOC) ...... ............................... Flood Protection Check ................................. ............................... 25 Year — 72 Hour Offsite Discharge Summary .... ............................... 100 Year — 72 Hour Offsite Discharge Summary ................................. Water Quality Calculations ............................ ............................... Floodrouting Analysis .................................. ............................... Pre- Development Conditions ..................... ............................... Input Data ....................... ............................... ........... Curve Number Calculations ..... ............................... Basins........... ................... ............................... Simulations ....................................................... ................. OutputData ............................................................... Basin Summary Report .......... ............................... Post - Development Conditions .................... ............................... InputData ................................... ............................... NodalDiagram .................. ............................... Curve Number Calculations ..... ............................... Infiltration Calculations .......... ............................... Basins............................................................. Nodes............................................................. Operating Tables ................. ............................... Pipes............................................................... Weirs............ ................... ............................... Rating Curves .................. ............................... .. Simulations...................................................... Link Connectivity ............... ............................... OutputData ............................... ............................... Basin Summary Report .......... ............................... Node Maximum Conditions Report ........................... Link Maximum Conditions Report ........................... Packet Page -689- 12/2012 Item 11.E. Page 1 2 2 2 2 2 3 3 3 3 4 6 6 6 6 7 7 8 9 10 11 14 15 16 17 18 18 19 20 23 24 25 26 27 30 30 32 33 34 36 36 39 40 41 45 46 6/12/2012 Item 11.E. Link Minimum Conditions Report ............................ 47 Node Time Series Report ........ ............................... 48 Appendix A: Design Aids Appendix B: Double Ring Infiltration Tests Appendix C: FEMA Flood Insurance Rate Map Appendix D: Storm Sewer Calculations Appendix E: Trench Drain Design And Details Packet Page -690- 6/12/2012 Item 11.E. INTRODUCTION The Collier County Airport Authority is proposing to add a new taxiway to the existing aircraft runway at the Marco Island Executive Airport. In addition, the existing aircraft apron will be extended in order to accommodate the new taxiway facility. It is these improvements that are the subject of this Stormwater Management Report. Runoff from the existing aircraft runway and apron currently sheet flows directly offsite onto the adjacent wetlands without any water quality pre- treatment. As part of the proposed improvements, the addition of a taxiway will also include the construction of three (3) dry retention areas located within the infield areas between the existing aircraft runway and the proposed taxiway. These proposed dry retention areas will be able to retain the required water quality volume as well as attenuate the required pre -post volume prior to outfali into the adjacent wetlands. The proposed project surface water management system must be designed to be able to handle the existing conditions, which includes a high water table elevation, and a low existing ground elevation. A degradation of the existing water quality conditions, however, is not anticipated. As a result, the proposed dry retention areas constitute a net improvement in the water quality treatment capabilities of the proposed site. Packet Page -691- ! 6/12/2012 Item 11.E. 2 DESIGN CRITERIA AND PARAMETERS 2.1 General The following sections outline the federal, state and local stormwater quality and quantity criteria applicable to the proposed improvements of the Marco Island Executive Airport. These sections also outline the permitting requirements for the Project. The criteria and parameters summarized in these sections are derived from the applicable published regulations, permit design manuals and design standards. 2.2 Stormwater Quality Criteria The South Florida Water Management District (SFWMD) has jurisdiction over the stormwater quality criteria. The following section summarizes the requirements: The SFWMD requires that all projects meet state water quality standards, as set forth in Chapter 17 -302, Florida Administrative Code (FAC). To assure that these criteria are met, the Project must meet the following volumetric retention /detention requirements, as describe in the SFWMD Permit Volume IV: For wet detention systems, the first 1.5 inches of runoff from the project or the total runoff from 3.75 inches times the percent impervious, whichever is greater, must be detained on -site. A wet detention system is a system that maintains the control elevation below one foot from the seasonal high groundwater elevation and does not bleed -down more than one -half inch of detention volume in 24 hours. 2. Dry detention systems must only provide 75 percent of the required wet detention volume. Dry detention systems must maintain the control elevation at least one foot above the seasonal high groundwater elevation. 3. Retention systems must only provide 50 percent of the wet detention volume. 4. For projects with more than 50 percent of imperviousness, discharge to the receiving water bodies must be made though baffles, skimmers, or other mechanisms suitable of preventing oil and grease from discharging to / or from the retention / detention areas. In the case of the subject project, the seasonal high groundwater elevation is at elevation 2.50 NGVD (= elevation 1.19 NAVD). 2.3 Stormwater Quantity Criteria 2.3.1 South Florida Water Management District Packet Page -692- 6/12/2012 Item 11.E. The SFWMD has jurisdiction over the stormwater quantity criteria for the subject Project. The following summarizes the requirements: The SFWMD requires that off -site discharge rates be limited to rates not causing adverse impacts to existing off -site properties, and: 1. Historic* 'discharge rates; or 2. Rates determined in previous SFWMD permit actions; or 3. Basin allowable discharge rates. The receiving water bodies for the Marco Island Executive Airport are a series of adjacent offsite wetlands. The SFWMD also requires flood protection within the project as follows: 1. Building finish floor elevation must be set at or above the 100 -year flood elevation, as determined by the Federal Insurance Rate Maps (FIRM) or 100 -year, 72 -hour rainfall event peak stages. The SFWMD also requires that provisions be made to replace or otherwise mitigate the loss of historical basin storage provided by the project. 2.3.2 Collier County All internal roadways, parking aisles, and taxiways must be at or above the 25 year — 72 hour storm stage or at elevation 5.5 NGVD (= elevation 4.19 NAVD), whichever is higher. 2.3.3 Adherance to Stormwater Quantity Criteria The proposed improvements to the Marco Island Executive Airport will increase the amount of onsite water quality treatment and attenuation available, and will be able to reduce the amount of stormwater runoff discharging offsite from the existing pre - development conditions. 2.4 Permitting Requirements 2.4.1 South Florida Water Management District (SFWMD) In Collier County, the SFWMD requires that all development projects that do not provide full on- site retention with greater than 40 acres of project area, or greater than 1 acre of wetland impact, must be permitted as an individual Environmental Resource Permit (ERP). The ERP permit is a Packet Page -693- -5 6/12/2012 Item 11.E. joint - permit application that addresses surface drainage and storage of surface waters, dredge and fill activities, and wetlands mitigation. This application is submitted to the SFWMD but is also required to be reviewed by the Florida Department of Environmental Protection (FDEP) and U.S. Army Corps of Engineers (USACOE). 2.4.2 USEPA Gene ral.Construction NPDES Permit The USEPA, under the Federal Clean Water Act (CWA), requires that construction projects that disturb 5 acres or more require a General Construction National Pollutant Discharge Elimination System ( NPDES) Permit. Procedures for complying with the General Construction NPDES include submitting a Notice of Intent (NO[), developing and implementing a Stormwater Pollution Prevention Plan ( SWPPP), and submitting a Notice of Termination (NOT). The NOI must be submitted to the USEPA at least two (2) days in advance of the start of construction and should include the following information: 1. SFWMD ERP cover page; 2. A certification that the SWPPP has been prepared in accordance with Part IV of the General Construction NPDES Permit Criteria; 3. A narrative statement certifying that the SWPPP provides compliance with approved State of Florida issued permits, erosion sediment control plans and stormwater management plans. The SWPPP must specify the mechanisms for managing stormwater, including control of soil erosion and sediment control, and inspection and maintaining the effectiveness of the specified controls. The SWPPP consists of six phases as follows: 1. Site evaluation and design development; 2. Assessment; 3. Control selection and erosion control plans design; 4. Certification and notification; 5. Construction and implementation; 6. Final stabilization and termination. The SWPPP must include erosion and sediment control Best Management Practices (BMPs). These controls will depend on site - specific characteristics and the construction schedule as follows: Packet Page -694 - T- 6/12/2012 Item 11.E. 1. Areas that will not be redisturbed for a period of time must be stabilized by temporary seeding or mulching; 2. Off -site vehicle tracking of sediments and generation of dust shall be minimized; 3. Structural controls must be specified for diverting runoff flow from disturbed areas, storing flows, or limiting the discharge of pollutants from exposed areas. Examples of such controls may include the following: a. earth dikes; b. silt fences; c. sediment traps; d. sediment basins; e. drainage swales; f. check dams; g. sub - surface drains; h. storm drain inlet protection; i. reinforced soil; j. retaining systems; k. gabions; 1. turbidity barriers. After the SWPPP is executed and the project is stabilized and terminated, a NOT is submitted to the USEPA, and project records should be retained for a minimum of three (3) years. Packet Page -695- 6/12/2012 Item 11.E. 3 HYDROLOGIC / HYDRAULIC MODELING METHOD AND CRITERIA 3.1 General AdICPR is a powerful stormwater management analysis and design tool developed by Streamline Technologies, Inc. AdICPR is a hydrodynamic model that simulates hydrologic and hydraulic conditions using conveyance features such as basins, nodes, and links. The Advanced interconnected Pond Routing (AdICPR) computer model (Version 3.02) was used to design the proposed stormwater management systems and verify that the required stormwater quantity criteria outlined in Section 2 are met. The AdICPR computer model simulates hydrologic and hydraulic conditions by generating runoff hydrographs and dynamically routing these hydrographs through diverging, looped, and /or bifurcated stormwater management systems. In AdICPR, the stormwater management system is divided into a network of nodes or junctions and links or reaches. A node is a discrete location in the drainage system where runoff enters the system and conservation of mass or continuity is maintained. The hydrologic conditions within the stormwater management system are modeled by nodes. Links represent connections between nodes and are used to transfer or convey stormwater runoff through the system. The links are used to model the hydraulic response of the system for a defined hydrologic condition. 3.2 Hydrologic Modeling 1CPR uses three methods for generating stormwater runoff hydrographs: the Soils Conservation Service (SCS) unit hydrograph method, Santa Barbara Urban Hydrograph (SBUH) method and kinematic overland flow method. For the drainage analysis of the Marco Island Executive Airport, the SCS method was selected because it is the most suitable method for the size of the drainage areas, land use, soil condition and regional location. This method generates runoff hydrographs using the following hydrologic parameters: 1. Basin areas; 2. Curve numbers (CN); 3. Rainfall precipitation; 4. Rainfall distribution; 5. Storm duration; 6. Time of concentration (TOC). 3.2.1 Rainfall Depth The following design storm events were simulated in AdICPR: • 10 year - 24 hour (Rainfall Depth = 7.00 inches) Packet Page--696- 6/12/2012 Item 11.E. • 25 year - 72 hour (Rainfall Depth = 12:50 inches) • 100 year - 72 hour (Rainfall Depth= 15.50 inches) 3.2.2 Rainfall Distribution The design rainfall distribution defines how the mass rainfall is distributed throughout the storm event. The SFWMD distribution was used for the 72 hour duration storms, and the SCS Type II (Florida Modified) distribution was used for the 24 hour duration storms. 3.2.3 Time of Concentration (TOC) The drainage basin TOC is the time for a drop of water to reach the basin discharge point from the most hydraulically remote point in the basin. The pre - development and post - development conditions drainage basins of the subject project are relatively small and highly impervious. These basins are presumed to have a TOC less than 10 minutes. Therefore, a TOC of 10 minutes was assumed for all basins where the majority of runoff occurs via overland flow. Packet Page -697- 1 6/12/2012 Item 11.E. FLOOD PROTECTION CHECK Packet Page -698 - v 10 YR. - 24 HR. 25 YR. - 72 HR. 100 YR. - 72 HR. MAXIMUM MAXIMUM MAXIMUM MINIMUM HGL HGL HGL EDGE OF PVMT. NODE ELEVATION ELEVATION ELEVATION ELEVATION POND -1 2.674 3.523 3.786 4.330 POND -2 2.652 3.491 3.745 4.330 POND -3 2.965 3.957 4.271 4.330 Packet Page -698 - v 6/12/2012 item 11.E. 25 YEAR - 72 HOUR OFFSITE DISCHARGE SUMMARY OFFSITE DISCHARGE PRE - DEVELOPMENT POST - DEVELOPMENT QUANTITY CONDITIONS CONDITIONS RATE (CFS) 159.308 13.748 VOLUME (AC. -FT.) 26.2 23.9 A Packet Page -699- / 6/12/2012 Item 11. E. 100 YEAR - 72 HOUR OFFSITE DISCHARGE SUMMARY OFFSITE DISCHARGE PRE - DEVELOPMENT POST - DEVELOPMENT QUANTITY CONDITIONS CONDITIONS RATE (CFS) 199.881 15.401 VOLUME (AC. -FT.) 1 33.5 1 31.3 Packet Page -700- 6/12/2012 Item 11.E. ATIONS URS CORP. 6/12/2012 Item 11.E. Made by: JCG Date: 1/5/2009 Checked by: Time: 8:00 AM MARCO ISLAND AIRPORT (DRY RETENTION PONDS) WET - DETENTION TREATMENT VOLUME = 3.75' x %impervious AREA or 1.5" x AREAtotal 3.75 inch VOLUME= 4.40 ac. -ft. or 0.542 hectare - meters. 1.5 inch VOLUME = 3.72 ac. -ft. or 0.460 hectare - meters. WET - DETENTION VOLUMEtrmt = 4.40 ac. -ft. or 0.542 hectare - meters. DRY - DETENTION VOLUMEtrmt= WET - DETENTION VOLUME x 75.00% DRY - DETENTION VOLUMEtrmt = 3.30 ac. -ft. or 0.407 hectare - meters. RETENTION VOLUMEtrmt= WET - DETENTION VOLUME x 50.00% RETENTION VOLUMEtrmt = 2.20 ac. -ft. or 0.271 hectare- meters. TREATMENT VOLUME REQUIRED: Packet Page -702 - Cl) W M M J 0 W 0 0 V 0 Z Cl) V a a 0L 1'- Z 0 Z 0 IL W LLIF- JU' 1170 LL o rr 0 N tO tO M F� fit` 00JDQ OOON r . N N N Q` N CD Cn r T O O N ti NO to LO LO a nal- tNo -T,M.-f- F -F-�LL O)Orl:666 OZa Cy rcot- N tO N (D(oCO 00 Co O F- O N O T a' T r 0 () Cl) M 00 t� I- CO It LO Co (D Co t` N '' O O T Cl) 0 O T O t(] tO r Co r CD LO Cr) 6 F- O O O N N M Z M O r ti N � r M r M 6 to 00t`M0 C) r N N N N CO) W U7 I:*- Co tf> LO t` a N titOr0CoM N N M 00 00 to M N N M M I,. �ZLL cON Cdr -: N 000 M' MI"Lowwr r 9t qqt CO F-CL MCDM -qt' r Z LOtirI- d O 0 r r N N N Cl) U O O N Co Co N M0''OoCo(D CO r � ti O r 0) Q' � Z ti to Ch m m CD 't N C) CA M CL N CV CO CND LO LMO Co O O r N r It r ;t r 00 r Z _O F -� Q� OM NllON "I' Cl? O tO NCoM�' C' WZ J W 4 4 U U 0 o v N 1[? r N N M 11 II If 000 Z Q Z F- W F- W w t= W F- :3 Q J ��Q W (~j W aQa Ci CY W O w a Packet Page -703- 1 J 6/12/2012 Item 11.E. 6/12/2012 Item 11.E. FLOODROUTING ANALYSIS Packet Page -704- 1 T. 61121'2012 Item 11. ;. PRE - DEVELOPMENT CONDITIONS Packet Page -705- 6/12/2012 Item INPUT DATA Packet Page -706- 6/12/2012 Item 11.c. CURVE NUMBER CALCULATIONS (PRE- DEVELOPMENT CONDITIONS) Packet Page -707- 6/12/2012 Iiem 1 ' .`. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE - DEVELOPMENT CONDITIONS INPUT REPORT =--=-= ------------------------ =__- Basins --`-==------------------------------------------------------------------------ --_----------------------------= =___ ----------------- -------------------------------- =--___-------------- _ -- -- _---- _--- - - -.._ - ---_° ------------------ BASIN -1 Node: OFFSITE Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 5.234 Time Shift(hrs): 0.00 Curve Number: 84.85 Max Allowable Q(cfs): 999999.000 DCIA(t): 0.00 PRE - DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND -1 WILL BE LOCATED ---------------------------------------------------------------------------------------------------- Name: BASIN -2 Node: OFFSITE Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 8.264 Time Shift(hrs): 0.00 Curve Number: 83.33 Max Allowable Q(cfs): 999999.000 DCIA( %): 0.00 PRE - DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND -2 WILL BE LOCATED ---------------------------------------------------------------------------------------------------- Name: BASIN -3 Node: OFFSITE Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 16.301 Time Shift(hrs): 0.00 Curve Number: 85.13 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 PRE - DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND -3 WILL BE LOCATED --- - Hydrology- Simulations - - -- ------------------- °--------- -- - - --- _ ----- ---- -- N-- Name: 100YR72HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \TAXIWAY \PREDEV\100YR72HR.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 15.50 Time(hrs) Print Inc(min) ------- ----- --- --------------- 100.000 5.00 ------------------------------=--------------------------------------------- Name: 25YR72HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \TAXIWAY \PREDEV\25YR72HR.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 12.50 Time(hrs) Print Inc(min) --------- -- - - -- --------------- 100.000 5.00 - --` Boundary - Conditions ..... ......... ..... ®..��_-- ____�_ --_ __�- •- _- .....�......_- Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Packet Page -708- OUTPUT DATA Packet Page -709- 6/12/2012 Item 11.E. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE - DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Basin Name: BASIN -1 Group Name: BASE Simulation: 100YR72HR Node Name: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 5.234 Vol of Unit Hyd (in): 1.000 Curve Number: 84.850 DCIA (t): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 35.143 Runoff Volume (in): 13.541 Runoff Volume (ft3): 257271.099 Basin Name: BASIN -2 Group Name: BASE Simulation: 100YR72HR Node Name: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 8.264 Vol of Unit Hyd (in): 1.000 Curve Number: 83.330 DCIA (t): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 55.183 Runoff Volume (in): 13.329 Runoff Volume (ft3): 399841.551 Basin Name: BASIN -3 Group Name: BASE Simulation: IOOYR72HR Node Name: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: 85.130 DCIA (t): 0.000 Time Max Mrs): 60.02 Flow Max (cfs): 109.555 Runoff Volume (in): 13.580 6/12/2012 Item 11.=. Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 3 Packet Page -710 - Z_ Nr MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE - DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Runoff Volume (ft3): 803549.128 Basin Name: BASIN -1 Group Name: BASE Simulation: 25YR72HR Node Na*e: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 12.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 5.234 Vol of Unit Hyd (in): 1.000 Curve Number: 84.850 DCIA (B): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 28.021 Runoff Volume (in). 10.583 Runoff Volume (ft3): 201063.009 Basin Name: BASIN -2 Group Name: BASE Simulation: 25YR72HR Node Name: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 12.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 8.264 Vol of Unit Hyd (in): 1.000 Curve Number: 83.330 DCIA (4): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 43.899 Runoff Volume (in): 10.380 Runoff Volume (ft3): 311370.952 Basin Name: BASIN -3 Group Name: BASE Simulation: 25YR72HR Node Name: OFFSITE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 12.500 Storm Duration (hrs)•a 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: 85.130 6/12/2012 Item 11.E. Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 3 Packet Page -711 - MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE - DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT DCIA (t): 0.000 Time Max (hrs): 60.02 Flow Max Icfs): 67.388 Runoff Volume (in): 10.620 Runoff Volume (ft3): 628398.473 6/12/2012 Item ; .=. Interconnected Channel and Pond Routing Model (ICPR) ®2002 Streamline Technologies, Inc. Page 3 of 3 Packet Page -712 - L !r 6/12/2012 Item 11.E. POST - DEVELOPMENT CONDITIONS Packet Page -713 - 6/12/2012 Item ', INPUT DATA Packet Page.-714- D I I i 6/12/2012 Item 11.x. - — - — - -- -------- - - - - -- I I I I I I 1 I = I I I I I I I I I I I I x I I I I I ♦ I I ♦♦ I �� ,♦ j9 , 1 I I 1 � I I 1 I 1 ' I I I I ' I I ' I I I I I I ♦ I ♦ I I g I -------- - - - - -- R L O O R�F e m m _•j m z z$z Z Q z� o CD to y N rdGKeL rdb'C -/ 1J- E 6/12/2012 Item 'i .E. i CURVE NUMBER CALCULATIONS (POST- DEVELOPMENT CONDITIONS) Packet Page -716- 6/12/2012 Item 11.C. INFILTRATION CALCULATIONS NODE: POND -1 DOUBLE -RING INFILTROMETER TEST: DRIA AVERAGE INFILTRATION RATE (IN /HR): 0.32 ELEVATION CONTOUR AREA SQ.FT.) INFILTRATION RATE CFS 2.20 92177.4930 0.6828 3.73 103445.9060 0.7663 3.91 126223.9412 0.9350 4.21 145896.7876 1.0807 4.34* 1 145896.7876 1.0807 4.50* 1 181836.1602 1.0807 *Since there is no additional pervious area, infiltration does not increase. Packet Page -717 - L/ 6/1212012 Item i 1 =. INFILTRATION CALCULATIONS NODE: POND -2 DOUBLE -RING INFILTROMETER TEST: DRI -2, DRI -3 AVERAGE INFILTRATION RATE (IN /HR): 2.01 ELEVATION CONTOUR AREA (SQ.FT.) INFILTRATION RATE (CFS) 2.20 158338.9275 7.3672 3.73 176742.2254 8.2234 3.91 213510.2313 9.9342 4.21 244841.3865 11.3919 4.34* 244841.3865 1 11.3919 4.50* 301182.7997 1 11.3919 *Since there is no additional pervious area, infiltration does not increase. Packet Page -718 - Ga 6/12/2012 Item 11.x. INFILTRATION CALCULATIONS NODE: POND -3 DOUBLE -RING INFILTROMETER TEST: DRI-4, DRI -5 AVERAGE INFILTRATION RATE (IN /HR): 0.75 • ELEVATION CONTOUR AREA (SQ.FT.) INFILTRATION RATE (CFS) 2.20 179703.0997 3.1198 3.73 201371.9012 3.4960 3.91 244542.8554 4.2455 4.21 281131.2610 4.8808 4.34` 1 281131.2610 4.8808 4.50* 1 347050.8351 4.8808 *Since there is no additional pervious area, infiltration does not increase. Packet Page -719- 47 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Packet Page -720- 30 6/12/2012 Item Page I of 9 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS INPUT REPORT w--------==-------------------------------------..a=........._._= ---- Basins --- =---=----------------------------------=-- ------------------------- ---- ----- -= --= ---= -== ---- == =--s Name: BASIN -1 Node: POND -1 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): O.OD Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 5.234 Time Shift(hrs): 0.00 Curve Number: 85.53 Max Allowable 0(cfs): 999999.000 DCIA(8): 0.00 DRAINAGE AREA CONTRIBUTING RUNOFF TOWARDS PROPOSED POND -1 ------------------------------------------------------------------------------------------ Name: BASIN -2 Node: POND -2 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 8.264 Time Shift(hrs): 0.00 Curve Number: 84.92 Max Allowable 0(cfs): 999999.000 DCIA M : 0.00 DRAINAGE AREA CONTRIBUTING RUNOFF TOWARDS PROPOSED POND -2 ------------------------------------------------------------------------------------------ Name: BASIN -3 Node: POND -3 Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(ini: 0.000 Time of Conc(min): 10.00 Area(ac): 16.301 Time Shift(hrs): 0.00 Curve Number: 89.54 Max Allowable Q(cfs): 999999.000 DCIA(t): 0.00 DRAINAGE AREA CONTRIBUTING RUNOFF TOWARDS PROPOSED POND -3 ------=as.-sR...«s...--.-.-- =--- Nodes ====a---------------------- ---------------------------- ===-=-ea«---------- --------- ------- N ---------------------------------- = ------- Name: GROUND Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Group: BASE Warn Stage(ft): 99.000 Type: Time /Stage DESIGN GROUND WATER TABLE Time(hrs) Stage(ft) -- -- ----- --- --- --------------- 0.00 1.200 24.00 1.200 48.00 1.200 60.00 1.200 72.00 1.200 96.00 1.200 100.00 1.200 ------------------------------------------------------------------------------------------ Name: OFFSITE Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Group: BASE Warn Stage(ft): 99.000 Type: Time /Stage OFFSITE AREAS WHICH RECEIVE EXCESS RUNOFF FROM TAXIWAY DRAINAGE SYSTEM Time(hrs) Stage(ft) --------- - - - - -- --------------- 0.00 1.200 24.00 1.200 48.00 1.200 60.00 1.200 72.00 1.200 96.00 1.200 100.00 1.200 ------------------------------------------------------------------------------------------ Name: POND -1 Base Flow(cfs): 0.000 Init Stage(ft): 2.200 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Packet Page -720- 30 6/12/2012 Item Page I of 9 6/12/2012 Item 11.E. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST- DEVELOPMENT CONDITIONS INPUT REPORT Group: BASE warn Stage(ft): 4.340 Type: Stage /Area DRY RETENTION POND -1 Stage(ft) Area(ac) -- -- --- -- --- - -- --------------- 2.200 2.1161 3.730 2.3748 3.910 2.8977 4.210 3.3493 4.340 3.3493 4.500 4.1744 ------------------------------------------------------------------------------------------ Name: POND -2 Base Flow(cfs): 0.000 Init Stage(ft): 2.200 Group: BASE Warn Stage(ft): 4.340 Type: Stage /Area DRY RETENTION POND -2 Stage(ft) Area(ac) - ------ -- ---- -- --------------- 2.200 3.6350 3.730 4.0574 3.910 4.9015 4.210 5.6208 4.340 5.6208 4.500 6.9142 ------------------------------------------------------------------------------------------ Name: POND -3 Base Flow(cfs): 0.000 Init Stage(ft): 2.200 Group: BASE Warn Stage(ft): 4.340 Type: Stage /Area DRY RETENTION POND -3 Stage(ft) Area(ac) ----- ---- - -- - -- --------------- 2.200 4.1254 3.730 4.6229 3.910 5.6139 4.210 6.4539 4.340 6.4539 4.500 7.9672 ------------------------------------------------------------------------------------------ Name: S -1 Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Group: BASE Warn Stage(ft): 99.000 Type: Stage /Area DRAINAGE STRUCTURE S -1 Stage(ft) --------- -- - --- --------------- Area(ac) -4.300 0.0006 2.200 0.0006 99.000 0.0006 ------------------------------------------------------------------------------------------ Name: 5 -10 Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Group: BASE Warn Stage(ft): 99.000 Type: Stage /Area DRAINAGE STRUCTURE 5 -10 Stage(ft) - ------ --------------- Area(ac) -------- -5.800 0.0006 2.500 0.0006 99.000 0.0006 ------------------------------------------------------------------------------------------ Name: 5 -11 , Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Group: BASE s Warn Stage(ft): 99.000 Type: Stage /Area DRAINAGE STRUCTURE 5 -11 Stage(ft) --- -- - --- -- --------------- Area(ac) ---- -4.500 0.0006 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 9 Packet Page -721 - SI 6/12/2012 Item 1 ' ." MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST- DEVELOPMENT CONDITIONS INPUT REPORT 2.200 0.0006 99.000 0.0006 ------------------------------------------------------------------------------------------ Name: S -2 Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Group: BASE Warn Stage(ft): 99.000 Type: Stage /Area DRAINAGE STRUCTURE S -2 Stage(ft) Area(ac) ----- -- -- -- ---- --------------- -4.300 0.0006 2.200 0.0006 99.000 0.0006 ------------------------------------------------------------------------------------------ Name: S -3 Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Group: BASE Warn Stage(ft): 99.000 Type: Stage /Area DRAINAGE STRUCTURE S -3 Stage(ft) Area(ac) --- -- ---- - - - - -- --------------- -4.300 0.0006 2.200 0.0006 99.000 0.0006 ------------------------------------------------------------------------------------------ Name: S -4 Base Flow(cfs). 0.000 Init Stage(ft): 1.200 Group: BASE Warn Stage(ft): 99.000 Type: Stage /Area DRAINAGE STRUCTURE S -4 Stage(ft) Area(ac) --- -------- - - -- --------------- -4.300 0.0006 2.200 0.0006 99.000 0.0006 --------------- ---------------------- __________ a_______ ____ ____ Operating Tables _-_________-_e__=_______________s --------- _ a________________________________________ a______°_- ° °__e________ °____________� - _______- _s__ ------- __a __________________ :m______�____ Name: OT -1 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge INFILTRATION RATE FOR POND -1 (MUST BE TURNED OFF FOR 25 AND 100 YEAR STORMS) US Stage(ft) Discharge(cfs) ----- ---- - - - - -- --------------- 2.200 0.68 3.730 0.77 3.910 0.94 4.210 1.08 4.340 1.08 4.500 1.08 ------------------------------------------------------------------------------------------ Name: OT -2 Group: BASE Type: Rating Curve Function: US Stage vs. Discharge INFILTRATION RATE FOR POND -2 (MUST BE TURNED OFF FOR 25 AND 100 YEAR STORMS) US Stage(ft) Discharge(cfs) -- ------- - - - - -- --------------- 2.200 "• 7.37. 3.730 8.22 3.910 9.93 4.210 11.39 4.340 11.39 4.500 11.39 ------------------------------------------------------------------------------------------ Name: OT -3 Group: BASE Type: Rating Curve Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 9 Packet Page -722 - SZ MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS INPUT REPORT Function: US Stage vs. Discharge INFILTRATION RATE FOR POND -3 (MUST BE TURNED OFF FOR 25 AND 100 YEAR STORMS) US Stage(ft) Discharge(cfs) 2.200 3.12 3.730 3.50 3.910 4.25 4.210 4.88 4.340 4.88 4.500 4.88 ---------------------------------------------------------------------°------------------- - --- Pipes ---------------- -° ----------------------- ----- _- --- -- -------------------- -- ------------------------------------------------------------ - °---- -- ---------- ------ - - -- -- Name: PSI -S2 Group: BASE UPSTREAM Geometry: Circular Span(in): 24.00 Rise(in): 24.00 Invert(ft): -2.300 Manning's N: 0.012000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: S -1 To Node: S -2 DOWNSTREAM Circular 24.00 24.00 -2.300 0.012000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall PIPE CONNECTING S -1 TO S -2 ----------------- - ----- Name: PS10 -Sll Group: BASE UPSTREAM Geometry: Circular Span(in): 24.00 Rise(in): 24.00 Invert(ft): -2.300 Manning's N: 0.012000 Top Clip(in): 0.000 Bot Clip(in): 0.000 --------------- - -- From Node: S -10 To Node: S -11 DOWNSTREAM Circular 24.00 24.00 -2.500 0.012000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall PIPE CONNECTING S-10 TO S -11 -------------- --------------------- - - - - -- Name: PS3 -S4 Group: BASE UPSTREAM Geometry: Circular Span(in): 24.00 Rise(in): 24.00 Invert(ft): -2.300 Manning's N: 0.012000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: S -3 To Node: S -4 DOWNSTREAM Circular 24.00 24.00 -2.300 0.012000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: 6/1 2/2012 Item 1 I .E. Length(ft): 200.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Stabilizer Option: None ------------------------------------------- Length(ft): 141.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Stabilizer Option: None -------------------------------- Length(ft): 200.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Stabilizer Option: None Interconnected Channel and Pond Routing Model QCPR) 02002 Streamline Technologies, Inc. Packet Page -723 - :s 3 Page 4 of 9 6/12/2012 Item 1 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS INPUT REPORT Circular Concrete: Square edge w/ headwall PIPE CONNECTING S -3 TO S -4 .-.. Weirs .... .... r----------- --- -------- -- --- --- ---- -- -- -- ---------------------------- •- ---- -- --- ---- ---- -- -- -- - - -• -------•----------- ..................... Name: WP1- OFFSITE From Node: POND -1 Group: BASE To Node: OFFSITE Flow: Both Count: 1 Type: Vertical: Paved Geometry: Rectangular Span(in): 25681.63 Rise(in): 99999.00 Invert(ft): 4.500 Control Elevation(ft): 4.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 WEIR CONNECTING POND -1 WITH OFFSITE AREAS ---------------------------------------------------------------------------------------------------- Name: WP1 -P2 From Node: POND -1 Group: BASE To Node: POND -2 Flow: Both Count: 1 Type: Vertical: Paved Geometry: Rectangular Span(in): 2879.85 Rise(in): 99999.00 Invert(ft): 4.500 Control Elevation(ft): 4.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge CoeY: 3.130 Orifice Discharge Coef: 0.600 TAXIWAY CONNECTOR BETWEEN POND -1 AND POND -2 USED AS A WEIR ---------------------------------------------------------------------------------------------------- Name: WP1 -S1 From Node: POND -1 Group: BASE To Node: S -1 Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 64.00 Rise(in): 58.00 Invert(ft): 2.200 Control Elevation(ft): 2.200 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE S -1 USED AS A WEIR ---------------------------------------------------------------------------------------------------- Name: WP2- OFFSITE From Node: POND -2 Group: BASE To Node: OFFSITE Flow: Both Count: 2 Type: Vertical: Paved Geometry: Rectangular Span(in): 18000.00 Rise(in): 9999.00 Invert(ft): 4.500 Control Elevation(ft): 4.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 WEIR CONNECTING POND -2 WITH OFFSITE AREAS ---------------------------------------------------------------------------------------------------- Name: WP2 -P3 From Node: POND -2 Group: BASE To Node: POND -3 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Packet Page -724- - 3� Page 5 of 9 6/12/2012 Item 11.E. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS INPUT REPORT Flow: Both Count: 1 Type: Vertical: Paved Geometry: Rectangular Span(in): 2879.63 Rise(in): 99999.00 Invert(ft): 4.500 Control Elevation(ft) : 4.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 TAXIWAY CONNECTOR BETWEEN POND -2 AND POND -3 USED AS A WEIR ---------------------------------------------------------------------------------------------------- Name: WP2 -S10 From Node: POND -2 Group: BASE To Node: S -10 Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 64.00 Rise(in): 58.00 Invert(ft): 2.500 Control Elevation(ft): 2.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE S -10 USED AS A WEIR ---------------------------------------------------------------------------------------------------- Name: WP2 -S2 From Node: POND -2 Group: BASE To Node: S -2 Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 64.00 Rise(in): 58.00 Invert(ft): 2.200 Control Elevation(ft): 2.200 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE S -2 USED AS A WEIR --------------------------------------------------------------------------------------- Name: WP2 -S3 From Node: POND -2 Group: BASE To Node: S -3 Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 64.00 Rise(in): 58.00 Invert(ft): 2.200 Control Elevation(ft): 2.200 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE S -3 USED AS A WEIR --------------------------------------------------------------------------------- Name: WP3- OFFSITE From Node: POND -3 Group: BASE To Node: OFFSITE Flow: Both Count: 1 . Type: Vertical:• Paved ' Geometry: Rectangular Span(in): 45549.01 Rise(in): 99999.00 Invert(ft): 4.500 Control Elevation(ft): 4.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 6 of 9 Packet Page -725- 55 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS INPUT REPORT Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 WEIR CONNECTING POND -3 WITH OFFSITE AREAS 6/12/2012 Item 1 `.`. --- ----- -- ----- ------- - ----- ____ Name: WP3 -S4 From Node: POND -3 Group: BASE To Node: 'S -4 Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 64.00 Rise(in): 58.00 Invert(ft): 2.200 Control Elevation(ft): 2.200 TABLE Bottom Clip(in). 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE S -4 USED AS A WEIR ------------------------------------------- Name: WS11 -OUT From Node: S -11 Group: BASE To Node: OFFSITE Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 64.00 Rise(in): 58.00 Invert(ft): 2.200 Control Elevation (ft): 2.200 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 DRAINAGE STRUCTURE S -11 USED AS A WEIR _-...R. --- C- rv--------------- a.- s..... =a-.- - ..--- -- . =.....=...mz ------ Name: INF -1 From Node: POND -1 Count: 1 Group: BASE To Node: GROUND Flow: None TABLE ELEV ON(ft) ELEV OFF(ft) #1: OT -1 2.210 0.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 INFILTRATION OF POND -1 (ONLY USED FOR 10 -YEAR DESIGN STORM) --------------- ----- Name: INF -2 From Node: POND -2 Count: 1 Group: BASE To Node: GROUND Flow: None TABLE ELEV ON(ft) ELEV OFF(ft) #1: OT -2 2.210 0.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 INFILTRATION OF POND -2 (ONLY USED FOR 10 -YEAR DESIGN STORM) ----------------------------------------------- --------------- Name: INF -3 From Node: POND -3 Count: 1 Group: BASE To Node: GROUND Flow: None TABLE ELEV ON(ft) ELEV OFF(ft) #1: OT -3 2.210 0.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 INFILTRATION OF POND -3 (ONLY USED FOR 10 -YEAR DESIGN STORM) °' Hydrology !simulations ! = = = =.`== =_ =a.zas. sass---- ------- -- a_--... - ----- as Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Packet Page -726 - ,S 6 Page 7 of 9 6/12/2012 Item 11.E. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST- DEVELOPMENT CONDITIONS INPUT REPORT Name: 100YR72HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \TAXIWAY \100YR72HR.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 15.50 Time(hrs) Print Inc(min) - -- ------ -- - - -- --------------- 100.000 5.00 ---------------------------------------------------------------------------------------------------- Name: IOYR24HR Filename: C: \FIAODROUTING DATA \MARCO ISLAND \TAXIWAY \10YR24HR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 1.00 Time(hrs) Print Inc(min) ---- ----- - - - - -- --------------- 48.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 25YR72HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \TAXIWAY \25YR72HR.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 12.50 Time(hrs) Print Inc(min) -- ------- -- - --- --------------- 100.000 5.00 _________________ e___________°______e________________ ____ Routing Simulations _ ®____'°______________________� Name: IODYR72HR Hydrology Sim: 100YR72HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \TAXIWAY \100YR72HR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.1000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: 100 YEAR - 72 HOUR STORM Time(hrs) Print Inc(min) ------ --- - - - - -- --------------- 100.000 5.000 Group Run --------- - -- - -- - -- -- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 10YR24HR Hydrology Sim: IDYR24HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \TAXIWAY \IOYR24HR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 48.00 Min Calc Time(sec): 0.1000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: 10 YEAR - 24 HOUR STORM Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 8 of 9 Packet Page -727 - -.'s / MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT Time(hrs) - --- -- --------- Print Inc(min) 48.000 --------------- 5.000 Group --- Run ------ - - - - BASE -- - - - -- Yes 6/12/2012 Item ---------------------------------------------------------------------------------------------------- Name: 25YR72HR Hydrology Sim: 25YR72HR Filename: C:\FLOODROUTING DATA \MARCO ISLAND \TAXIWAY \25YR72HR.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.1000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: 25 YEAR - 72 HOUR STORM Time(hrs) Print Inc(min) ----- ---- --- - -- --------------- 100.000 5.000 Group Run ----- ---- ------ -- --- BASE Yes ..... --------------------------- --------------------------------- --------------- - a. =.... - - -- Boundary Conditions ----- = ----------- - ----- - --- - -------------------------- - .... - ----. ------------------------------------------------------------------- -- ---- -- -------- - - -- - -- Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 9 of 9 Packet Page -728 - U C O U u 3 O W T M N d E 0 d f.7 N D T fa E u � N d Z E y a 0 0 z � N (O.) F W w H d U F D OO „0z 'I Z O rn OwU NOq][ O V F as a w) 0 Z O F a 13 O Z O al 7 0 E fu z ----------------- 0 0 0 O 0 0 0 U 0 0 0 0 0 0 u 0 0 0 0 L mL m L L mL L mL L mL L L 0G i t 222 u 4 L m a a uu u u u u N N H H H U U u U 4. w u w u 1.1 4 u u w u u w w a a a ro ro a ro a ro ro ro ro as 7 7 7 7 7 7 7 7 7 7 7 7] 7 U U U OT O�O�O� PO. u 11 4 C C C C C C r C C C C C C C C H H H ro a a a a a a a a ro a' U U U u u u u u u u u u u u U U U U U U U U U U U W N OI N W N G7 N N d d zaaccaaaaaaa walwavov�oo�gvq�q�wmw aaaa wcowdc�co > >> H •M H > > 'j > > > $r: � > d m a a ro 10 .-1 .-I .-1 a N .-1 ':1 i 7 G. a U U U O O U O 8 u u .0 0 u u V� M y o u C o C C C O C C C C C 3 3 O 3 3 0 0 0 3 O O H H H N N N N N N L 1J N H .'-1 .- IN. -IHHH HHH a ro ro a ro H a a M u ro 4 N R' d^ L' 'J" O D U 000 O O U 00 ..1..1x..•1- Ixxx..�sx uu uu u u u u u u Nto - v WN - w M O1 N M we w1-IOr' oZ QZ F V N 0 M Y L. d EWaa E. L. E. E. l U CD O O O O .-1 OM rl .-1 H N NN N NMI'1 N.-1NM to Co W ZZZZ ZZZ ZZzcnzzz 00000i 000000 add Wwwwwwwwwwwwwwwww Co (Q aaaa�aaaaaa mm� al mmmmmm wMONM W <E••INM .-I I M(nNN (nN I NN fnM I Z Z2 a� a w 3 3 lu 3 a 3 3 W 3� N N N d O O 3 O 3 N N M d d d 3 3 3 Packet Page -729- 39 6/12/2012 Item 11.E. w 0 m on a. S 0 U N N O O n R, U O ��O++ Fi b4 O �i .d 0 0 a b 0 al U .b �U+ U U 0 U L. N 4 6/12/2012 Item , ..H. OUTPUT DATA Packet Page -730 - 4-O MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Basin Name: BASIN -1 Group Name: BASE Simulation: IOOYR72HR Node Name: POND -1 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 5.234 Vol of Unit Hyd (in): 1.000 Curve Number: 85.530 DCIA (8): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 35.223 Runoff Volume (in): 13.635 Runoff Volume (ft3): 259055.398 Basin Name: BASIN -2 Group Name: BASE Simulation: IOOYR72HR Node Name: POND -2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 8.264 Vol of Unit Hyd (in): 1.000 Curve Number: 84.920 DCIA (8): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 55.501 Runoff Volume (in): 13.551 Runoff Volume (ft3): 406498.053 Basin Name: BASIN -3 Group Name: BASE Simulation: IOOYR72HR Node Name: POND -3 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 15.500 Storm Duration (hrs): -72.00 Status: Onp�te Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: 89.540 DCIA M: 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 110.919 Runoff Volume (in): 14.176 6/1212012 Item 11.E. Interconnected Channel and Pond Routing Model QCPR) 02002 Streamline Technologies, Inc. Page 1 of 4 Packet Page -731 - ¢1 6/12/2012 Item 1 '(.E. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Runoff Volume (ft3): 838847.294 -------------------------------------------------------------------------------- Basin Name: BASIN -1 Group Natee: BASE Simulation: IOYR24HR Node Name: POND -1 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in). 7.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 5.234 Vol of Unit Hyd (in): 1.000 Curve Number: 85.530 DCIA ( %): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 19.176 Runoff Volume (in): 5.311 Runoff Volume (ft3): 100899.763 Basin Name: BASIN -2 Group Name: BASE Simulation: 10YR24HR Node Name: POND -2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 7.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 8.264 Vol of Unit Hyd (in): 1.000 Curve Number: 84.920 DCIA ( %): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 29.963 Runoff Volume (in): 5.242 Runoff Volume (ft3): 157244.229 Basin Name: BASIN -3 Group Name: BASE Simulation: IOYR24HR Node Name: POND -3 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.3;� Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 1.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: 89.540 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 4 Packet Page -732 - _r/_ 6/12/2012 Item 11.`. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT DCIA (B): 0.000 Time Max (hrs): 12.04 Flow Max (cfs) : 63.454 Runoff Volume (in): 5.768 Runoff Volume (ft3): 341320.227 Basin Name: BASIN -1 Group Name: BASE Simulation: 25YR72HR Node Name: POND -1 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 12.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 5.234 Vol of Unit Hyd (in): 1.000 Curve Number: 85.530 DCIA (8): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 28.112 Runoff Volume (in): 10.673 Runoff Volume (ft3): 202775.405 -------------------------------------------------------------------------- Basin Name: 13ASIN -2 Group Name: BASE Simulation: 25YR72HR Node Name: POND -2 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 12.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 8.264 Vol of Unit Hyd (in): 1.000 Curve Number: 84.920 DCIA (B): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 44.258 Runoff Volume (in): 10.592 Runoff Volume (ft3): 317738.722 Basin Name: BASIN -3 Group Name: BASE Simulation: 25YR72HR Node Name: POND -3 Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 12.500 Storm Duration (hrs): 72.00 Status: Onsite Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 4 Packet Page -733 - lt_� MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: 89.540 DCIA (S): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 88.955 Runoff Volume (in): 11.196 Runoff Volume (ft3): 662487.776 6/12/2012 Item ". . Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 4 of 4 Packet Page -734 - y- �- x 3;M mow w 7 m E 0 w O w Fw x 0 M E x N 0 i O w i -1 U w H viol E O w E- r L F w X H A F F £ a ma 0 ' o 4 N u �Im -IFa mrtw x I, z S O E.IH M W u 0 uyo u W X o H W H£ p N wE»av 00 Rol O O x m H M OO I d Ot`a"E' .i mw w O um O aZ 3 X w u u Cl) d 0 0 E Q1 4 m L F ++ m x m 0 A E U) CL 0 c� E Z oomrnrn..'+. , om000rnr7mo .�..orn000lorlrNmmo�oo 00Mw 0 00 ameo0000rn✓100000 0 -r e r - O n rr rr oOrIDoOo0oow w rnN'o ro0m0o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 001<) 10 N NU11/100000Mr O N M M 00000 a IA Oi NMMOO O oomN.+ NOOOtu000rrnMe .- l.- lom0000.,�o.+lneoro 00✓1 m m mN N O to000Nm r O MM00000 a to to to .H .-I ON O . . . . . . . . . . . . . . . . . . . . . . . c; c a 1l1 O 1fl NN O M O O O NID NN MM O e000 MY101/1 NN O e0 t b W w w to e-I .H .H N .1 N to tp t0 1D t0 tD .H OrIOM eOl rl .-/N vM1f1 .HN b1(1 m.H .-/.H tAN OmrN N bmmNlLlm O e.H Mto ul a eN eet0 rul of �oNrr. -iOr Or O.+r mrr r 1f7N O Ul I!1 N OIl11ll IIIM O M.-1 Mm m."I MMM NOOOM m em eMMN 0.-1 rIM N N .-I .-I N HNtO HNem .�N rl OOOOOm OON O a e.+00 O r.+.- 1001. -1 O v 000 O e �nm 0 m O NOOOY1 NC mO 0 1M000NMM�mm 0. -1000 e1HH NO.-I O N000 eN N N O e MMNN N NMM.Hb M ON 000 MNN. -1 O tObtD to tO tD to 1D O10 .H eHnN.H rlNri N N 1D tD tD tD bto for ON OO.H e.HMOOM MMOOO1 InNMOOMMMOOmM10 MOOMMM O rn r1 1AM O e-1MO .-Irm mt0 a, oru'1 N NN .-I .N NNN oolnlnm0010Or0000101InOmOrnmm00eenOmrnO010 000001!1 O.H I[1 MIA0000. -1 N a� v M M O OOOOIfI .-I .ti IA Me 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 1 1 I 1 1 i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O v e e 0 0 0 0 0 0 0 0 e e e 0 0 0 0 0 0 0 0 e e e 0 0 0 0 0 0 O O In M M O O O O O O o 0 MV! 11 0 0 0 0 0 0 0 0 M M M 0 0 0 0 0 0 Mrneeerna,rnmrnrno,rnaevol al o+ol of a,rn of ecvrno+rnrno�rn Mrn - M -M-MMM olmmlrn -- mrnrnrnrnm OOto Ill .d NtDm a 1A IA OOeN v10101NN M M 00 M IH r m00. -1 .1 O OOm er m0 min to lA00 rNto to.- 11(11DmeOON011f1 .+N100.+v NNrr Nrr Mr r NNNtob 0lbeMl0 to 01N NNe 01 In QIA to M 01 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -------------- MMMMMNMMM 00.-1 OmNOOtOmm001f1 .Hr M. -1.-1 tour OO�O a 011DN V 01010 OONNr NNNNN1 O M M OI M M M In N Ot 00.-11 -1 e.H.i NNOUI OONN. -1 NN N N N.H OOMMNMMM M M N O O N N.- -N NNN.-1 t0 t0 t0 ID to t0 to W b .y N 'i eH N .-I '-I .H N t0 w tD w t0 w w to w ssz�ss =sirssaacsxxxsssszsssxszzzsss N N N N N N N N N N N e c c e. v e e e e e N N N N N N N N N N N r r r r r r r r r r r N N N N N N N N N N N r r r r r r r r r r r aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa 1+ Y ?. !+ i+ !+ !. >1 �+ >1 N >+ 7+ !+ >+ YIN !. �+ >. >• 7+ 7+ 7+ !. Y. 1-I Y' Yt �. )+ >+ 7+ 0000000000000000000000lnlnln1n1n1n1n1nln1nln 0000000000 O.H. -I .y .ti .- 1. -1.-1 .+.- I.- I. -INNN N N N NN NN N wwwrawwwwwwwwwwwwwwwwwwwwwwwwwwwww vlmm rn m mmm vlmm mmmmm mmm MMM MW MC40 MMMMM CD to M mmM o w.1 "1 ml -0 --I NMC O w.+N ml -1 2 -INM v 0 w NM-O NM s Z F 1 I I 1 .�1 .-1 I 1 1 2 E I I 1 1 .-1 .H I 1 I 'L F 1 I I -1 0- .H I 1 1 O m Z 2 Z m m m m m m o m Z Z 5 m m m m m m O m 2 2 2 m MW m m m aw000 aw000 aw000 0 w a a a U w a a s 0 w a a s 0 0 0 Packet Page -735- -4T J 6/12/2012 Item 11.E. a U N wO O F N .o ro N Q N e n U �H Cu b C�OII I a b 0 GH v U N U a> 0 v 4, a� G 1--I 6/12/2012 Item e l =. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS LINK MAXIMUM CONDITIONS REPORT Name Group Simulation Max Time Flow hrs Max Flow cfs Max Delta Q cfs Max Time US Stage hrs Max US Stage ft Max Time DS Stage hrs Max DS Stage ft INF -1 BASE IDOYR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF -2 BASE 100YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF -3 BASE IDOYR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PSI -S2 BASE IOOYR72HR 65.82 2.801 1.616 62.22 3.782 62.26 3.754 PS10 -S11 BASE 100YR72HR 62.20 15.401 0.545 62.20 3.706 62.20 2.588 PS3 -S4 BASE 100YR72HR 3.66 0.958 -0.912 62.28 3.765 61.78 4.255 WPI- OFFSITE BASE 100YR72HR 0.00 0.000 0.000 62.21 3.786 0.00 1.200 WP1 -P2 BASE IOOYR72HR 0.00 0.000 0.000 62.21 3.786 62.20 3.745 WPI -S1 BASE IOOYR72HR 64.58 5.539 2.461 62.21 3.786 62.22 3.782 WP2- OFFSITE BASE IOOYR72HR 0.00 0.000 0.000 62.20 3.745 0.00 1.200 WP2 -P3 BASE 100YR72HR 0.00 0.000 0.000 62.20 3.745 61.78 4.271 WP2 -S10 BASE IOOYR72HR 62.20 15.401 0.005 62.20 3.745 62.20 3.706 WP2 -S2 BASE IOOYR72HR 49.06 1.039 -2.233 62.20 3.745 62.26 3.754 WP2 -S3 BASE 100YR72HR 100.00 0.484 -0.573 62.20 3.745 62.28 3.765 WP3- OFFSITE BASE IOOYR72HR 0.00 0.000 0.000 61.78 4.271 0.00 1.200 WP3 -S4 BASE 100YR72HR 60.81 12.849 -2.665 61.78 4.271 61.78 4.255 WS11 -OUT BASE JOOYR72HR 62.20 15.401 0.008 62.20 2.588 0.00 1.200 INF -1 BASE 10YR24HR 13.35 0.709 0.683 13.35 2.674 0.00 1.200 INF -2 BASE 10YR24HR 13.31 7.620 7.373 13.31 2.652 0.00 1.200 INF -3 BASE 10YR24HR 12.97 3.308 3.122 12.97 2.965 0.00 1.200 PS1 -S2 BASE 10YR24HR 12.04 2.500 1.835 13.33 2.669 13.56 2.662 PS10 -S11 BASE 10YR24HR 13.31 3.771 1.377 13.31 2.419 13.31 2.352 PS3 -S4 BASE 10YR24HR 24.08 0.769 -1.108 13.24 2.683 12.97 2.943 WP1- OFFSITE BASE 10YR24HR 0.00 0.000 0.000 13.35 2.674 0.00 1.200 WPI -P2 BASE 10YR24HR 0.00 0.000 0.000 13.35 2.674 13.31 2.652 WPI -S1 BASE IOYR24HR 12.27 3.258 - 1.176 13.35 2.674 13.33 2.669 WP2- OFFSITE BASE IOYR24HR 0.00 0.000 0.000 13.31 2.652 0.00 1.200 WP2 -P3 BASE IOYR24HR 0.00 0.000 0.000 13.31 2.652 12.97 2.965 WP2 -S10 BASE IOYR24HR 13.31 3.771 0.006 13.31 2.652 13.31 2.419 WP2 -S2 BASE IOYR24HR 6.89 0.053 1.124 13.31 2.652 13.56 2.662 WP2 -S3 BASE 10YR24HR 6.89 0.055 -0.061 13.31 2.652 13.24 2.683 WP3 - OFFSITE BASE IOYR24HR 0.00 0.000 0.000 12.97 2.965 0.00 1.200 WP3 -S4 BASE IOYR24HR 12.73 6.874 -0.350 12.97 2.965 12.97 2.943 WS11 -OUT BASE IOYR24HR 13.31 3.771 0.095 13.31 2.352 0.00 1.200 INF -1 BASE 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF -2 BASE 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF -3 BASE 25YR7ZHR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PSI -S2 BASE 25YR12HR 65.61 2.532 1.668 62.16 3.516 62.19 3.501 PS10 -S11 BASE 25YR72HR 62.15 13.748 -0.632 62.15 3.450 62.14 2.560 PS3 -S4 BASE 25YR72HR 14.27 0.806 1.130 62.09 3.511 61.50 3.940 WPI- OFFSITE BASE 25YR72HR 0.00 0.000 0.000 62.16 3.523 0.00 1.200 WPI -P2 BASE 25YR72HR 0.00 0.000 0.000 62.16 3.523 62.14 3.491 WP1 -S1 BASE 25YR72HR 63.40 4.806 -2.202 62.16 3.523 62.16 3.518 WP2- OFFSITE BASE 25YR72HR 0.00 0.000 0.000 62.14 3.491 0.00 1.200 WP2 -P3 BASE 25YR72HR 0.00 0.000 0.000 62.14 3.491 61.49 3.957 WP2 -S10 BASE 25YR72HR 62.14 13.748 0.004 62.14 3.491 62.15 3.450 WP2 -S2 BASE 25YR72HR 53.75 1.023 2.073 62.14 3.491 62.19 3.501 WP2 -S3 BASE 25YR72HR 100.00 0.505 -0.601 62.14 3.491 62.09 3.511 WP3 - OFFSITE BASE 25YR72HR 0.00 0.000 0.000 61.49 3.957 0.00 1.200 WP3 -S4 BASE 25YR72HR 60.66 9.927 1.004 61.49 3.957 61.50 3.940 WS11 -OUT BASE 25YR72HR 62.14 13.748 0.030 62.14 2.560 0.00 1.200 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of 1 Packet Page -736 - 111'6 6/12/2012 Item 11.x. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST - DEVELOPMENT CONDITIONS LINK MINIMUM CONDITIONS REPORT Name Group Simulation Min Time Flow hrs Min Flow Cfs Min Delta Q CfS Min Time US Stage hrs Min US Stage ft Min Time DS Stage ft Min DS Stage ft INF -1 BASE IOOYR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF -2 BASE 100YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF -3 BASE IOOYR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PSI -S2 BASE 100YR72HR 50.01 -1.126 0.000 0.00 1.200 5.23 1.197 PS10 -Sil BASE, 100YR72HR 30.94 -0.759 0.000 30.94 1.199 0.00 1.200 PS3 -S4 BASE IOOYR72HR 60.73 -9.478 0.000 0.00 1.200 3.66 1.197 WP1- OFFSITE BASE IOOYR12HR 0.00 01000 0.000 0.00 2.200 0.00 1.200 WP1 -P2 BASE 100YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP1 -SI BASE 100YR72HR 49.06 -1.053 0.000 0.00 2.200 0.00 1.200 WP2- OFFSITE BASE IOOYR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2 -P3 BASE 100YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP2 -S10 BASE 100YR72HR 0.00 0.000 0.000 0.00 2.200 30.94 1.199 WP2 -S2 BASE 100YR72HR 64.58 -5.257 0.000 0.00 2.200 5.23 1.197 WP2 -S3 BASE 100YR12HR 60.81 -9.747 0.000 0.00 2.200 0.00 1.200 WP3- OFFSITE BASE 100YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP3 -S4 BASE IOOYR72HR 100.00 -0.486 0.000 0.00 2.200 3.66 1.197 WS11 -OUT BASE 100YR72HR 0.00 0.000 0.000 0.00 1.200 0.00 1.200 INF -1 BASE 10YR24HR 0.00 0.000 0.000 0.00 2.2DO 0.00 1.200 INF -2 BASE IOYR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 INF -3 BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 PSI-S2 BASE 10YR24HR 16.50 -0.787 0.000 0.00 1.200 3.91 1.197 PS10 -S11 BASE IOYR24HR 25.28 -0.949 0.000 0.00 1.200 12.30 1.195 PS3 -S4 BASE IOYR24HR 12.73 -6.670 0.000 2.85 1.196 0.00 1.200 WP1- OFFSITE BASE IGYR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP1 -P2 BASE IOYR24HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP1 -S1 BASE 10YR24HR 6.89 -0.057 0.000 0.00 2.200 0.00 1.200 WP2- OFFSITE BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2 -P3 BASE IOYR24HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP2 -S10 BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2 -S2 BASE 10YR24HR 12.27 -2.969 0.000 0.00 2.200 3.91 1.197 WP2 -S3 BASE 10YR24HR 12.73 -6.866 0.000 0.00 2.200 2.85 1.196 WP3- OFFSITE BASE IOYR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP3 -S4 BASE ICYR24HR 6.89 -0.060 0.000 0.00 2.200 0.00 1.200 WS11 -OUT BASE 10YR24HR 0.00 0.000 0.000 12.30 1.195 0.00 1.200 INF -1 BASE 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF -2 BASE 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 INF -3 BASE 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PS1 -S2 BASE 25YR72HR 53.07 -1.025 0.000 0.00 1.200 6.45 1.197 PS10 -Sil BASE 25YR72HR 100.00 -0.578 0.000 0.00 1.200 36.51 1.199 PS3 -S4 BASE 25YR72HR 60.72 -8.923 0.000 4.50 1.196 0.00 1.200 WP1- OFFSITE BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP1 -P2 BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP1 -S1 BASE 25YR72HR 53.75 -1.036 0.000 0.00 .2.200 0.00 1.200 WP2- OFFSITE BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2-P3 BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP2 -S10 BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2 -S2 BASE 25YR72HR 63.40 -4.633 0.000 0.00 2.200 6.45 1.197 WP2 -S3 BASE 25YR72HR . 60.66 -9.002 0.000 0.00 2.200 4.50 1.196 WP3- OFFSITE BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP3 -S4 BASE 25YR72HR 100.00 -0.506 0.000 0.00 2.200 0.00 1.200 WS11 -OUT BASE 25YR72HR 0.00 0.000 0.000 36.51 1.199 0.00 1.200 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of I Packet Page -737 -, Y / no oo0000000000 000000000000 E- 0 M M M rn rn rn 01 rn rn rn rn rn rn rn rn m M m � N.-. .-1N ti.-I .y .-I n.-1 r1N MMMMMM MMMMMM F ~O M M M M M M M M M M M M N N N N N N N N N N N N > .-1 moo o N 0 00O I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 000000000000 000000000 . Ow 999999000000 000000000000 Ow F a+ 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O E- a 11 d .-1 3 N NOmN M 10 m Nrn.-1 rn10 N ri rnm�ONM e-1Orn MSG a OE. m Ow rrlo to to loNNNNae rnrnmmmmmmmrmr Cc L.-1 U NNNNNNNNNNNN NN .- �N.- 1. -/N. -1 F O 0- . . . . w 'n 0 F M 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O >�oa Q W O z a u y ,N, 0 C>00000000000 0 0 0 0 0 0 0 0 0 0 0 0 I H x WW m w w4 W F d m H 7 a °H w O F w w H § -1 0W C1N N 0 0 0 0 0 0 0 0 0 0 0 0 O W 0 C 01w 0 0 0 0 0 0 0 0 0 0 0 0 0-0-10-000-8008-00-80- O O O +i N 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O U mZ Le rn i O/ 0%M MM M M M rn0I M Ma olMMM M y 3 rnrnrnrnrnrnrnrno.rnrnrn rnrnrnrnrnrnrnrnrnrnrnrn d 01 {J O O O O O O O O O O O O 000000000C.00 M w O O O O O O O O O O O O 000000000000 I N N N N N N N N N N N N N N N N N N N N N N CV N m .-1. -1 e1� rye- 1N.-1N r-1N rl .� ��NN. -1 NNNNNN d d7 O m n N M N O m r N M N O m n� M N O m r N M N � � OONN M v NNtOrmrn OOtiNMVNNtar mrn E 0; a; rnrn rn rnrnrnrn o: rnrnrn rn rn rnrnrnrnrnrnrn rn rn rn rn 0.01 rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn Q lwwwwwwwwwwww wwwwwwwwwwww 7 V)O)V1ffff��yQ NV1 V) 0) NNV}V) m 0)N lnm �mmmmaaO a�CmK(L �m(b lAmmNQ�mmm N W W W W W W W W W W W W w w w w w w w w w w w w V F+ F H E. H F. H H H E H H EHHHHFFH E. H H E. O 2 V)m rn ulmmuJ UJ fANmU7 N mmmNmV)Nmvlm Vlm WE. 000000000000 0 0 0 0 0 W W W 0 0 0 0 E. ww ww w 0 W W W 0 0 0 W 0 0 0 0 000000000000 c aaaaaaaaaaaa aaaaaaaaaaaa o xxszxsxxxxxx xzxxxsxxxxxx +I s� N N N N N N N N N N N N nrrrrr r r nrrr N N N N N N N N N N N N rrrrrrrrrrrr m aaaaaaaaaaaa aaaaaaaaaaaa 7 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N N N N N O Packet Page -738 - 4-9 6/12/20'12 Item . U � a 00 _O O U N N a U a� b 0 Wi DO Q .'7 .,O W L.: O a .d Co N I ai U .b y � U U O U w U A r-1 6/12/2012 Item 11.E. APPENDIX A DESIGN AIDS Packet Page -739- 6/12/2012 Item FIGURE C -4. 1 -DAY RAINFALL: 10 -YEAR RETURN PERIOD C-6 Packet Page -740- 6/12/2012 Item 11. E. SIC 1 11 uMUt fl(to— CC.T 1 n L oGA7 oti 1 i f 12 11 11 . t It � IE UNIT • INCHES EI G0 • IMMES 90 FIGURE C -8. 3 -DAY RAINFALL: 25 -YEAR RETURN PERIOD C -10 Packet Page -741- FT. PIERCE (3 STUART JUPITER i WEST C AG lit :117 19-OCA RATOW F/F/j3 /J; MA SIC 1 11 uMUt fl(to— CC.T 1 n L oGA7 oti 1 i f 12 11 11 . t It � IE UNIT • INCHES EI G0 • IMMES 90 FIGURE C -8. 3 -DAY RAINFALL: 25 -YEAR RETURN PERIOD C -10 Packet Page -741- 6/12/2012 Item „' . C -11 Packet Page -742- 6/12/2012 item 11.E. 625- 040 -205 -a Page 52 of 98 Table 5 -7 DEFINITIONS OF FOUR SCS HYDROLOGIC SOIL GROUPS Hydrologic Sail_Group ___ ___ ___________ Definition --------- _------- A Low-Runoff Potential Soils having high infiltration rates even when thoroughly wetted, consisting chiefly of deep, well -to- excessively - drained sands or gravels. These soils have a high rate of water transmission. B Moderately Low Runoff Potential Soils having moderate infiltration rates when thoroughly wetted and consisting chiefly of moderately deep to deep, moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C Moderately Hioh Runoff Potential Soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedes downward. movement of water, soils with moderate fine tq fine texture, or soils with moderate water tables. These soils have a slow rate of water transmission. D Hiah Runoff Potential Soils having very slow in rates when thoroughly wetted and consisting chiefly of clay soils with high swelling potential, soils with a permanent high water table, soils with a clay pan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. Reference: USDA, SCS, NEH -4 (1972 ). gnR2996/06d Packet Page -743- aFor a more detailed description of agricultural land use curve numbers, refer to Table 5 -9. bGood cover is protected from grazing and litter and brush cover soil. cCurve numbers are computed assuming the runoff from the house and driveway is directed toward the street with a minimum of roof water directed to lawns where additional infiltration could occur. dThe remaining pervious areas (lawn) are considered to be in good pasture condition for these curve numbers. eIn some warmer climates of the country, a curve number of 96 may be used. fUse for temporary conditions during grading and construction. Note: These values are for Antecedent Moisture Condition II, and Ia = 0.25. Reference: USDA, SCS, TR -55 (1984). gnR299b /06e Packet Page -744- 6/12/2012 Item 625-040- 205 -a. Page 53 of 98 Table 5-8 SCS RUNOFF CURVE NUMBERS FOR SELECTED AGRICULTURAL, SUBURBAN, AND URBAN LAND USE Hydrologic Soil Group Land Use Description A B C D Cultivated Landa: Without conservation treatment 72 81 88 91 With conservation treatment 62 71 78 81 Pasture or range land: Poor condition 68 79 86 89 Good condition 39 61 74 80 Meadow: good condition 30 58 71 78 Wood or Forest Land: Thin stand. poor cover, no mulch 45 66 77 83 Good coveru 25 55 70 77 Open Spaces, Lawns, Parks, Golf Courses, Cemeteries: Good condition: grass cover on 75% or more of the area 39 61 74 80 Fair condition: grass cover on 50o to 75% of the area 49 69 79 84 Poor condition: grass cover on 50% or less of the area 68 79 86 89 Commercial aqd Business Areas (85% impervious) 89 92 94 95 Industrial Districts (72% impervious) 81 88 91 93 Residential c: Average lot size Average % Impervious 1/8 acre or'less 65 77 85 90 92 1/4 acre 38 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 Paved Parking Lots, Roofs, Drivewayse: 98 98 98 98 Streets and Roads: Paved with curbs and storm sewers 98 98 98 98 Gravel 76 85 89 91 Dirt 72 82 87 89 Paved with open ditches Newly (no 83 89 92 93 graded area vegetation established)f 77 86 91 94 aFor a more detailed description of agricultural land use curve numbers, refer to Table 5 -9. bGood cover is protected from grazing and litter and brush cover soil. cCurve numbers are computed assuming the runoff from the house and driveway is directed toward the street with a minimum of roof water directed to lawns where additional infiltration could occur. dThe remaining pervious areas (lawn) are considered to be in good pasture condition for these curve numbers. eIn some warmer climates of the country, a curve number of 96 may be used. fUse for temporary conditions during grading and construction. Note: These values are for Antecedent Moisture Condition II, and Ia = 0.25. Reference: USDA, SCS, TR -55 (1984). gnR299b /06e Packet Page -744- Topic No. 625 -040 -002 -a Drainage Manual Open Channels for Artificial Channels Channel Lining Bare Earth, Fairly Uniform Bare Earth, Fairly Uniform Dragline Excavated Dragline Excavated Channels not Maintained Channels not Maintained Maintained Grass or Sodded Ditches Maintained Grass or Sodded Ditches 6/1212012 Item 11 October 2000 TAB L E 2.1 Recommended Manning's "n" Values with Bare Soil and Vegetative Linings Description Design "n" Clean, recently completed 0.022 Short grass and some weeds 0.028 No Vegetation 0.030 Light Brush 0.040 Dense weeds to flow depth 0.10 Clear bottom, brush sides 0.08 Good stand, well maintained 2 - 6" 0.06` Fair stand, length 12" - 24" 0.20* Decrease 30 per cent for flows > 0.7' depth (max flow depth 1.5) TABLE 2.2 Recommended Manning's "n" Values for Artificial Channels with Rigid Linings Channel Lining Description Design '" n' Concrete Paved Broomed* 0.016 Concrete Paved "Roughened" - Standard 0.020 Concrete Paved Gunite 0.020 Concrete Paved Over Rubble 0.023 Asphalt Concrete Smooth 0.013 Asphalt Concrete Rough 0.016 *This is not the standard finish and must be specified when used (see Section 5.24 -7 of Standard Specifications) 2-6 Packet Page -745- 6/1212012 Item ._=. APPENDIX B DOUBLE -RING INFILTRATION TESTS Packet Page -746- 6/1212012 Item I I AMAf2391409.241.3 - r2391428.3435ftax% Errrir or•,menlsr - Geote ".:.* - COnSt(C�tion 6laienais t esr;ng - apeclzt G i nresnotc +nsperaa s - Yiail nevi Y o �- l.G011nld- Florida's Leading Engineering Source ,, v teamgfa .onl Packet Page -747- i r�� ~rFRNATt��� DOUBLE RING INFILTRATION TEST (ASTM D -3385) Client Name: Q. Grady Minor & Associates, P.A. Project Name: Marco Island Airport Project Number: 08.0913 Date: 23 December 2008 Test Location: DR -1 Technician: Bob Lainko 1 Cameron McNabb Elapsed Volume of Volume of Volume of Volume of water Test head Inner Ring Outer Ring Incremental Incremental Time water added to water added water added added to outer Diameter Diameter Infiltration Infiltration inner ring to outer ring to inner ring ring Rate: Rate: Inner Ring Annular Area minutes ml ml (in) (in') in in in infhr infhr 10 20 200 1.22 12.20 6 12 23.5 0.06 0.23 20 40 250 2.44 15.26 6 12 23.5 0.13 0.29 30 20 400 1.22 24.41 6 12 23.5 0.06 0.46 40 20 500 1.22 30.51 6 12 23.5 0.06 0.57 Avg 0.32 I � I i i I3: I t i o •- Inner Ring i � s jI- Annular Area « Z i C C � m i j I i _..... _ 0 ...... .... .... ._.._...... _ ... ....... .._.. __......... - ..._.._. - - _ ._ I 0 10 i 20 30 40 50 I 1 Elapsed Time (minutes) Respectfully sLUntOed, GFA INTERNATIONAL, INC. CA# 4930 r/zoae Chrislopner J. Pacitto. P.E. Professional! Engifivef 9 59445 State of Florida Errrir or•,menlsr - Geote ".:.* - COnSt(C�tion 6laienais t esr;ng - apeclzt G i nresnotc +nsperaa s - Yiail nevi Y o �- l.G011nld- Florida's Leading Engineering Source ,, v teamgfa .onl Packet Page -747- i r�� ~Z 6/12/2012 Item ".`. 5851 CoaMry Lakes Ddce • =oh Myers. Fi. 33:C5 ff, rh (239 1439.2443 . (139; 48e 2438 (lax) 7,6'ar.menta! • Gemechnical . Cons"ucl.on Mat_r "ais Tesling •. Special & Threshob InspeVions • Pian R,-4ew & Cnde Corn0ance Florida's Leading Engineering Source .tire: ;eamgla.ca �, Packet Page -748- i wrrEANATtO�P DOUBLE RING INFILTRATION TEST (ASTM D•3385) Client Name: C. Grady Minor S Associates, P.A. Project Name: Marco Island AirprI Project Number: 08.0913 Date: 23 December 2008 Test Location: DR -2 Technician: Bob Lainke %Cameron McNabb Elapsed Volume of Volume of Volume of Volume of water Test head Inner Ring Outer Ring Incremental Incremental Time water added to water added water added added to outer Diameter Diameter Infiltration Infiltration inner ring to cuter ring to inner ring ring Rate: Rate: Inner Ring Annular Area minutes ml ml (in) (in) in in in infhr infhr 6 680 1750 41.50 106.79 6 12 23.5 4.41 4.00 10 380 600 23.19 36.61 6 12 23.5 2.46 1.37 15 340 750 20.75 45.77 6 12 23.5 2.20 1.71 20 430 950 26.24 57.97 6 12 23.5 2.79 2.17 25 400 950 24.41 57.97 6 12 23.5 2.59 2.17 30 390 800 23.80 48.82 6 12 23.5 2.53 1.83 35 370 875 22.58 1 53.40 6 12 23.5 2.40 2.00 Avg 2.20 C J _. .._ .... _.... ...... ..._ . i ; 4S Inner Ring i 4 1 -W Annular Area O t , �........ . I C � .. ............ - I 4 , I E U _ 0 _.- _..... __ __.._._.... 0 10 20 30 40 i I _............_.. ... -... Elapsed Time (minutes) ........ .... .. ... - -.. _. I _ ..... Respectfully subr, iit:e J. GFA INTERNATIONAL! INC. CA# 493 - - ._....._._._. Christopher J. Ps::iito. P.E. Professional Engineer 4 5y44i State of =torida 7,6'ar.menta! • Gemechnical . Cons"ucl.on Mat_r "ais Tesling •. Special & Threshob InspeVions • Pian R,-4ew & Cnde Corn0ance Florida's Leading Engineering Source .tire: ;eamgla.ca �, Packet Page -748- ME 6/12/2012 Item 11.E. 5351 Country LaP...es Drive • FC41 Mlvrs• FL 33905 el-15r-Mb (23),%4119-22443 . (233) 489.3438 (lax; cnvirr..!aen!al • Ge_te0n:ca'. • Consl:uctinn t:.aterials Testing . Special 8 Threshold Inspections • Plar. Rr-vAc vF. Cnde Ccmphance Florida's Leading Engineering Sourco en ,v.teaaola corn Packet Page -749- `4 q. 'A✓fFRWA'C1D�P`. DOUBLE RING INFILTRATION TEST (ASTM D -3385) Client Name: 0, Grady Minor d Associates. P A. Project Name: Marco island Airport Project Number: 08 -0913 Date: 23 December 2008 Test Location: DR -3 Technician: Bob Lainko / Cameron McNabb Elapsed Volume of Volume of Volume of Volume of water Test head Inner Ring Outer Fling Incremental Incremental Time water added to water added water added added to outer Diameter Diameter Infiltration Infiltration inner ring to outer ring to inner ring ring Rate: Rate: Inner Ring Annular Area minutes ml (ml) (n') (in') in in in (in/hr) inlhr 10 440 1625 26.85 111.37 6 12 23.5 1.43 2.09 20 510 1750 31.12 106.79 6 12 23.5 1.65 2.00 30 600 1850 36.61 112.89 6 12 23.5 1.94 2.11 40 580 1775 35.39 108.32 6 _ 12 23.5 1.88 2.03 50 480 1800 29.29 109.84 6 12 23.5 1.65 2.06 60 530 1800 32.34 109.84 6 12 23.5 1.72 2.06 70 440 1700 26.85 103.74 6 12 23.5 1.43 1.94 80 460 2100 28.07 128.15 6 12 24.5 1.49 2.15 Avg 1.82 i r 3 .,..... _ .. i cu � I i C j I 2 m • Inner Ring i E W w Annular Area U ...... ... ..... . , .... ......................._f I C I 0 10 20 30 40 50 60 70 80 90 j Elapsed Time (minutes) r Respectfully submitted, GFA INTERNATIONAL, INC. CA# 4920 G•� �` 4 ' Christopher J. Pa;ilt3• P.E. Prnfessionai Engineer f/ 5!1445 State of Florida cnvirr..!aen!al • Ge_te0n:ca'. • Consl:uctinn t:.aterials Testing . Special 8 Threshold Inspections • Plar. Rr-vAc vF. Cnde Ccmphance Florida's Leading Engineering Sourco en ,v.teaaola corn Packet Page -749- `4 q. 6/1212012 Item 5851 Country Lakes Dine . Fol Myers. FL 33965 tf! &A (::39; 403.2443 . (23S; 401.3438 (!ax) Errerror.-rer a! • Geotechni:al . Const-uclion r.!alerials Testing • Special & Threshold Inspections • Plan Review & Cc4e Compliance Florida's Leading Engineering Source v :w:.:ea mg!a.com Packet Page -750- ("s yTFRN A1�D�P DO.Uf3LE RING INFILTRATION TEST (ASTM D -3385) Client Name: C. Grady Minor & At ociates. F..A. Project Name: Marco island Airporl Project Number: 08.0913 Date: 23 December 2008 Test Location: DR -4 Technician: Bob Lvinko 1 Cameron NicNabb Elapsed Volume of Volume of Volume of Volume of water Test head Inner Ring Outer Ring Incremental Incremental Time water added to water added water added added to outer Diameter Diameter Infiltration Infiltration inner ring to outer ring to inner ring ring Rate: Rate: Inner Ring Annular Area minutes ml ml (in') (in3) in in in in /hr in /hr 10 10 300 0.61 18.31 6 12 23.5 0.03 0.34 20 10 ISO 0.61 _ 9.15 6 12 23.5 0.03 0.17 30 20 150 1.22_ 9.15 6 12 23.5 0.06 0.17 4D 10 200 0.61 12.20 6 12 23.5 0.03 0.23 Avg 0.13 p I Inner Ring ! ! l— Annular Area h t l i U l 0 10 20 30 40 50 i - Elapsed Time (minutes) -.. _ ...... ........ _.... . ...... ..... .. ! ... Respectfully submitted, GFA INTERNATIONAL. IUC. CA# 4530 r7. /J J/� r1r.F Chris.opher J. PaCitlo, P.E. Professicral Engineer # 59.1.15 Slate of Fioridz• Errerror.-rer a! • Geotechni:al . Const-uclion r.!alerials Testing • Special & Threshold Inspections • Plan Review & Cc4e Compliance Florida's Leading Engineering Source v :w:.:ea mg!a.com Packet Page -750- ("s 6/12/2012 Item 1 1.E. 5851 Coudrti• Lakes l:we - Fon layers, FL 33905 (239)A89-2443 - (239):99.3431 *fay,) M FRNAttO���y DOUBLE RING INFILTRATION TEST (ASTM D -3385) Client Name: Q. Grad), Minor & Associales, P.A. Project Name: fdarco Island Airporl Project Number: 08.0913 Dale: 23 December 2008 Test Location: DR -5 Technician: Bob Lainko I Cameron PolcNabb Elapsed Volume of Volume of Volume of Volume of water Test head Inner Ring Outer Ring Incremental Incremental Time water added to water added water added added to outer Diameter Diameter Infiltration Infiltration inner ring to outer ring to inner ring ring Rate: Rate: Inner Ring Annular Area minutes ml ml (in'} (in') in in in infilr Infhr 5 750 2450 45.77 149.51 6 12 23.5 4.86 5.60 10 790 1725 48.21 105.27 6 12 23.5 5.12 3.94 15 860 1425 52.48 66.96 6 12 23.5 5.S7 3.26 20 230 1750 14.04 106.79 6 12 23.5 1.49 4.00 26 230 1650 14.04 100.69 6 12 24.5 1.49 3.37 _ 30 30 1850 1.83 112.89 6 12 25.5 0.19 3.41 35 10 1800 0.61 109.84 6 12 26.5 0.06 3.01 40 10 1750 0.61--- 106.79 6 _ 12 27.5 _ 0.06 2.67 Avg 1.37 6 .... ! I .,. Inner __.. . Ring -X Annular Area I r,r 4 L � =G3i 5 2) , E t r • I 0 �'..._..........- ._.......__.. _..._ - - ._..... --- ........ i 0 10 20 30 40 50 1 Elapsed Time (minutes) i Respeclfvl:y sub;Mled. GFA INTERNATIONAL., INC. CA# 493 ....__.._.....•.., C.'rislopher J. Peiniko, F'.E. Protession3l Engineer 9 59445 Slats of Florida E.- wonmemal GerAeUmical . Cor,slruclion w.alerials TeOrg - Soecia: 3 Threshold InspeUions . Plan Re%iew & Code Compliance Florida's Leading Enalneering Sourco Packet Page -751- tt n/12/2012 Item i t.�. APPENDIX C FEMA FLOOD INSURANCE RATE MAP Packet Page -752- 6/12/2012 Item Z, APPENDIX D STORM SEVER CALCULATIONS Packet Page -754- G2 / 1 ') /') (11 +em 11.E. m O T T r O v �D A°o ;m �a a � m � `m D Z� o O A T D 2 '0 O D O z 6/12/2012 ltern APPENDIX E TRENCH, DRAIN DESIGN AND DETAILS id Packet Page -756- IN M V M V A� ■1� M O M 5� op M J o U. Z V otS J O M O M A m O O O N O M v Z o in a m E m C e h O X N 1- a IL r d s a g u a I,- L W V O d � O � «sa C_ w� vM» N OMB° y O C C �■ O1 `o a L � �M m y o m�Q = �w N N M O) N C k a �e m = m i v v Imo h C � w C W W ; .Cc a,- w a � 4o o ma aC AC�ti - o V Q c a :may cma. -. AacE � °o� pC3 � cc,; Co a 0 ICm� •NM ttN m 0 N N N 00' f- � CM Packet Page -757- 9 o: a aM K O W O J V Z O Z W O O w a J .Z O F= W N N V w O S 6/12/2012 Item 1' .E. Yes LAM 1 _.... blz: a t Packet Page -759- 6/12/2012 Item 11.E. Y � � s v p Z C J az W F A w� Packet Page -759- 6/12/2012 Item 11.E. �t � � s ELI p I II I 8 E6p� N N O J _j Q i"- Li! A F LJ I— 0 M i A 2 Tau 6/12/2012 Iter—n HD300 Technical Data DATA • Grate Proof Strength - 200,000 Lbs. • Grate Open Area - 0.79 Ft,2 I L Ft. (61%) • Vertical Grate Restraint - 2,000 Lbs. • Longitudinal Grate Restraint - 10,000 Lbs. • Rails - 3" x 3" x 5116" A-36 Steel Angle • Rail Bearing Area - 2.25 In .2 I L In. • For Hydraulic Capacity for specific conditions, Drawings, Specifications, and other Information, go to www.abtdrains.com Concrete thickness, - speci icstions, and reinforcement per structural engineer's design. (By other) GRATE RETAINER PIN - REMOVABLE Stainless TRENCH SECTION The apt— and the antaaera ar hUmts, eaakmn, comdtxfft, and 00tar P&Mbnak we MWIftly r�rer•+bb for the ssbalon, Metd.6 on, and lrtahltetNrtoe of front ABA, and EM. O A8 EXPR OF PROWD U T OR C aTANDARD WARR/1rrT1E8, AaT wuo=a NO WARRANTY EXPRESSED OR 69P 'ED As TO THE 8UIT duct wdwsed MERCHANTABIIJTZ; OR F11TIE88 OF THE PRODUCT FOR CUaTOMER'8 AP"' • • - tradw —k of Aar, Inc+. USA Patent Nunbars 5,281.051 5,818,421 5,393,1715,: aIdeN wanaMiea are ave"abb upon Mqu" . Tnnch Foenere b a registered Mexico 189.218189.436197851 Other_ US and foreicn Patents Pending Packet Page - 760- ro22045,890939 Canada 2, 060, 1362, 1318662 ,131,8672,139,4052.139,407 6/12/2012 Item 11.E. AIRIINC. HD300' Series Trench Former Pre - Engineered Surface Drain Forming System Specification SYSTEM Description: 1. A system of pre - engineered components for forming concrete cast4n -place surface drainage trenches, catch basins and utility chases. 2. System: consists of non -CFC expanded polystyrene (EPS) forms; embedded steel inlay rails; legs for align- ment and float control; and grates with a non -rigid, longitudinal restrained, grate retention system. PRODUCT Components: Forms: 1. Forming system: Pre- manufactured using non -CFC EPS foam. 2. Forms: pre - sloped or non - sloped form segments with 2.0 M (6.56 Ft) length standard and 1.0 M (328 Ft), or 0.5 M (1.64 Ft) lengths available. Each segment is 305mm (12 In) wide trench with radius bottom and 402mm Rails: (1513/16 In) grate seat width. Invert slope is per application requirement. Grates: 1. Steel components: Post fabrication trot dipped galvanized 7620 mm x 76.20 mm x 7.94 mm (3 In x 3 In x 5/16 In) ASTM A 36 steel angle rails. Rail length 2.0 M (6.56 Ft) standard with 1.0 M (3.28 Ft), and 0.5 M (1.64 Ft) long available. No -float leg / alignment / grate retainer anchor lugs are located on 1.0 M (3.28 Ft) centers along the rails bisected by non - removable grate retaining / rail anchoring studs also on 1.0 M (3.28 Ft) centers. Standard headed concrete anchor studs bisect these members providing a rail- anchoring device every 250 mm (9.84 In). 2. Grate rails to provide a minimum of 2.25 square inches concrete bearing area per inch of trench length. 3. Grate retainers and rails to withstand the following loads: a. Vertical up - 2,000 ibs b. Transverse - 10,000 Ibs C. Longitudinal - 10,000 lbs 4. Grate retainer performance is not to degrade with service loads or thermal cycling. 5. Galvanizing: ASTM A123 -89a 6. Steel: ASTM A 36/A36M -93a 1. Ductile iron: ASTM A 536-84 (1993). 2. Grates to have a minimum of 61 °% open area and be flush with top of rails. 3. Grates to sustain a vertical down test load of 200,000 Ibs for 1 minute through a 9' by 9' centered contact area without failure or permanent deformation. 4. Aflowable tolerances: Setting plus/minus 1.5mm (1116 In) Acceptable Manufacturers: Surface drain system: 1. Trench Former HD300: manufactured by ABT, Inc., P.O. Box 837, 259 Murdock Rd., Troutman, NC 28166 800- 436-6057. Other quality drainage products by ABT, Inc. ABT,'INC. P. O. Box 837, 259 Murdock Road, Troutman, NC 28166 800 - 436 -6057 * 704-5,28-9806 * Fax: 704 -528 -5478 www.abWrains.com Packet Page -761- D / MD / LIB SERIES T NSTALLATION INSTRUCTI Finished Grade Elevation 64" 4-2. q lT _.`. I. EXCAVATION T z per SK91uraf Engineer 3. RAIL ASSEMBLY SAME COLOR 5. FORMER INSERTION AND NOTCHING FOR PINS TIE WIRE ENDS OF RAILS AND FORMER ARE FLUSH 7. SUPPORT LUMBER ATTACHMENT 6/12/2012 Item 1,' .E. 2. LEG ATTACHMENT FORMER RELEASE LABEL 4. FORMER REMOVAL AND PREPARATION Packet Page -762- 6. CROSS TIE INSTA LATInKi 8. INSTALLATION AND ALIGNMENT OF ASSEMBLY IN TRENCH w 9. RAIL JOINING T 11. ANCHOR SLAB PLACEMENT j 15. FORMER REMOVAL 6/12/2012 Item 1 10. END RAIL ATTACHMENT 12. CONCRETE PLACEMENT 14. FORMER CORE REMOVAL 16. GRATE RETAINER PIN INSTALLATION e 259 Murdock Road, P.O. Box 837 ABTs warranties are void I Troutman. NC 28166 If components or installation -AB, Inc. at Packet Page - 763 -138 -6057 procedures are modified. " a4 Q F- s� of W - 62 O Po 8f Y LL) J 5 CL 0 0� o I-- "3 i�W <E X¢ p fo - z S e` om 8 i mZ � _ c €a Packet Page -764- 6/12/2012 Item L TT T u� v �e • z n� ? a' • � v 2 � t � gW - t�rtaa 6 tee' ° As 21. USACOE Permit and Exhibits —1 Copy 6/12/2012 Item 1 i .E. SDPA- PL2010 -418 REV :1 MARCO ISLAND EXCUTIVE AIRPORT TAXIWAY AND APRON EXPANSION DATE; 5/4/10 DUE: 6/2/10 G:I PROD- ENG\C ICCAAMTL(M=oAirport)\06DP\02S Packet Page - 765-1\SubmitW shts.doc DEPARTMENT OF THE ARMY JACKSONVII,LE DISTRICT CORPS OF ENGINEERS - FORT HYERS REGULATORY OFFICE 1520 ROYAL PALM SQUARE BOULEVARD, SUITE 310 FORT hIYERS, FLORIDA 33919 � Regulatory Division January 8, 2007 West Permits Branch Fort Myers Regulatory Office SA J -?097- 2362 -HWB Ms. Theresa Cook, Executive Director Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, Florida 34112 Dear Ms. Cook: 6/1 2/2012 Item 1 The U.S. Army Corps of Engineers (Corps) is pleased to enclose the Department of the Army permit, which should be available at the construction site. Work may begin immediately but the Corps must be notified of: a. The date of commencement of the work, b. The dates of .work suspensions and resumptions of work, if suspended over a week, and C. The date of final completion. This information should be mailed to the Enforcement Section of the Regulatory Division of the Jacksonville District at Post Office Box 4970, Jacksonville, Florida 32232 -0019. The Enforcement Section is also responsible for inspections to determine whether permittees have strictly adhered to permit conditions. IT IS NOT LAWFUL TO DEVIATE FROM THE APPROVED PLANS ENCLOSED. Sincerely, jlr iDa d S., Hobbie f, Regulat r ision Enclosures Copies Furnished: CESAJ -RD -PE Packet Page -766- —'� DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENCIYEERS FORT A4YERS REGULATORY OFFICE k 1530 ROYAL FALAI SQUARE BOULEVARD, SUrrE 310 FORT A•IYE RS, FLORIDA 33919 • DEPARTMENT OF THE ARMY PERMIT Penmittee: Collier County Airport Authority 2005 Mainsail Drive, Suite 1 Naples, Florida 34112 Permit No: SAJ -1997 2362(IP -HWB) Issuing Office: US Army Engineer District, Jacksonville 6/1212012 Item 11.E. .,IAN 0 B 2DD7 NOTE: The term "you" and its derivatives, as used in this permit, mean the permittee or any future transferee. The term "this office" refers to the. appropriate district or division office of the US Army Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: Construct a parallel taxiway and other improvements at the Marco Island Executive Airport Project also includes the mowing and trimming of mangroves and other vegetation to maintain open airspace in accordance with FAA Regulations. The project would require the discharge of approximately 33,514 cubic yards of fit( material into 13.60* acres of mangrove wetlands and approximately 46,190 cubic yards of fill material into 7.78± acres of open water estuarine habitat The work is to be completed in accordance with the attached plaits numbered SAJ - 1997 -2662 in 13 sheets dated October 2, 2006 and.the Vegetation Management Plan numbered SAJ -1997 2662 in 4 sheets dated October 2, 2006. These drawings can be found in Attachment A and Attachment E, which is attached to, and becomes part of, this permit Project Location: The project is located at Marco Island Executive Airport at the end of Mainsail Drive in Section 26, Township 51 South, Range 26 East, Collier County, Florida and involves tidal mangrove wetlands adjacent to Mclivane Bay, Gulf of Mexico. Latitude 25 059'38" N, Longitude 81 °40'20" W Packet Page -767- 6/12/2012 Iterr 1 i .-. SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport General Conditions: <<„t .. ' 1. The time limit for completing the work authorized ends on NOVEMBER 24 2019. If You find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good Condition and in conformance with the terms and conditions of this permit You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith .transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should good faith transfer, you must obtain a modification of you is permit from this ofcewh cha may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains white accomplishing the activity authorized by this permit, you must immediately notify this Office-of what you have found. We will initiate the Federal and State coordination required to determine if the remains-warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. if you sell the property associated with this permit,_ you must obtain the signature and mailing address of the new owner in the space provided and forward a copy of the Permit to this office to validate the transfer of this authorization. 5: if a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit For your convenience, a copy of the certification is attached (Attachment B). 6. You must allow representatives from this office to inspect the authorized activity at any time deem ad necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit 7- The permittee understands and agrees that if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or wort4 shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2 Packet Page -768- 6/12/2012 Item 11.x. SAJ- 1997- 2362(IP -H WB) Marco Island Executive Airport Special Conditions: 1. The permittee shall notify the Corps in writing at least 48 hours prior to commencement of the work authorized by this permit and shall provide a written status report every six months until the authorized work has been completed. This commencement notification, status reports, monitoring reports, and all other reports regarding this permit shall be submitted to the U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, Florida 32232- 0019 and shall- reference the permit number. 2. The applicant shall provide compensatory mitigation for unavoidable wetland impacts by enhancing an off site parcel owned by The Rookery Bay National Estuarine Research Reserve known as the 'Trash Road Mitigation Site' (Attachment C). The Parcel is 324.16 acres and is located along the west side of Barefoot Williams Road in Section 5, 8 & 9, Township 51 South, Range 26 East, in Collier County, Florida. The Mitigation plan includes 7.56 acres of wetland restoration, 21397 acres of wetland enhancement; 79.41 acres of upland enhancement, backfi ling.of 1 0 acre ofditches to restore natural hydrology, and geo- webbing of two sites along a 123 acre Florida Power and Light easement road to re- establish surface water sheet flow. These mitigation activities shall be completed prior to wetland impacts occurring at Marco island Executive Airport. 3. Unless identified in the Trash Road Mitigation Plan (Attachment C) or otherwise specifically stated in the Special Conditions of the permit, the Trash Road Mitigation Site shall remain in a natural state in perpetuity and shall not be disturbed -by any dredging, filling, land clearing, agricultural activities, planting, or other construction work whatsoever. Any deviation from the mitigation plan shall require Department of Army authorization, either as a modification to any permit issued or a separate authorization, and may require additional mitigation. 4- The 324.16 Trash Road Mitigation Site shall be enhanced and managed in perpetuity for the control of invasive exotic vegetation as defined by the Florida Exotic Pest Plant Council's 2001 List of invasive Species (Category 1) (htto: / /www.fiepnc orb. There shall be no invasive exotic vegetation or nuisance plant species of seed bearing size in the mitigation area. Plants over three feet in height are considered to be seed bearing size. At no time shall the density of invasive exotic vegetation or nuisance plant species smaller than seed bearing size exceed 2% of the aerial cover in any individual stratum. At no time shall the total density of invasive exotic vegetation or nuisance plant species smaller than seed bearing size exceed a total of 4% for all strata. 3 Packet Page -769- 6/12/2012 Item `.�. SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport b. The permittee shall monitor the 321.16 -acre Trash Road Mitigation Site. Monitoring shalt consist of baseline monitoring (prior to mitigation construction), time -zero monitoring (within 30 days following completion of the mitigation work), and annual monitoring reports thereafter. All monitoring reports shall be mailed to the U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, Post Office Box 4970, Jacksonville, Florida 32232 -0019. Each monitoring report shall include data collected on vegetation, wildlife, rainfall, and wetland water levels, and other information as described in Attachment C and must also include the following items: (1) Department of the Army Permit number, (2) Sequence number of the report being submitted, (3) Date the next report is expected to be submitted, and (4) Brief summary of the status of the mitigation including any problems encountered and the remedial actions taken. 6. Annual•monitoring shall continue for a minimum of five years. After five years of monitoring, additional monitoring would be required unless *and until the success criteria has been met for three consecutive years. A request for a final inspection shall be submitted with the last monitoring report: The Corps of Engineers shall make the success determination. 7. Prior to the commencement of any construction on the project site, the applicant shall purchase the 26.04 acres of mangrove Wands_pree separate islands)(Attachment D) and donatelconvey the ownership of the 26.04 acres of mangroves islands to the Rookery Bay National Estuarine Research Reserve (or the - appropriate ofn"ce of the Florida Department of Environmental Protection). 8. The mitigation areas shall be considered successful when the following is met: The vegetative cover, within the wetland mitigation areas, shall be at least 80% coverage continuously for a period of three years with native wetland vegetation. • Nuisance and exotic species shall be limited to less than 4% of the total vegetative cover in any and all areas. • A statement from Rookery Bay National Estuarine Research Reserve that the Trash Road Parcel has been enhanced and restored in accordance with the mitigation plan and that Rookery Bay National Estuarine Research Reserve assumes full responsibility for the perpetual maintenance and management of the parcel as a natural area free of exotic vegetation. The 20.04 acres of mangrove islands has been purchased and donated /conveyed to the State of Florida. Packet Page -770- 6/12/2012 Item 11.x. SAJ-1 997-2362(IP-HWB) Marco Island Executive Airport 9. Your responsibility to complete the required compensatory mitigation as set forth in the Special Conditions above, will not be considered fulfilled until you have demonstrated mitigation success and have received written verification from the U.S. Army Corps of Engineers. 10. Mowing, clearing and trimming of mangroves within or around the project site shall be conducted in accordance with the Vegetation Management Plan (Attachment E). Any deviation from the Vegetation Management Plan shall require Department of Army authorization, either as a modification to any permit issued or a separate authorization, and may require additional mitigation. 11. _if during the progress of this project, prehistoric or historic aftifacts, such as pottery or ceramics, stone tools or metal implements, or any other physical remains that could be associated with Native American cultures are encountered at anytime within the project site area, work should cease in the immediate vicinity of such discoveries. The permittee, or other designee, should contact the Florida Department of State, Division of Historical Resources, Review and Compliance Section at 850/245 -6333 or 8001847-7278 as well as the appropriate penmitt ng agency office. Project activities should not resume without verbal and /or written authorization from the Division of Historical Resources. In.the event that unmarked human remains are encountered during permitted activities, all work serail stop immediately and the proper authorities notified in accordance with Section 872.05, Florida Statutes. 12. No construction or mangrove trimming shag occur during the American crocodile nesting season between the months of March through September. _ 13. Within 60 days of completion of the work authorized and mitigation, the Permittee shall provide to the US Army Corps of Engineers as -built drawings of the authorized work, including mitigation, and a completed As -Built Certification Form (Attachment F). 14. If the approved permit drawings conflict with the specific conditions, then the specific conditions should prevail. I Packet Page -771- 6/12/2012 Item ' ' . SAJ -19 9 7 -23 62 (I P -H W B) Marco Island Executive Airport Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: (} Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). (X) Section 404 of the Clean Water Act (33 U.S.C. 1344). ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, and local authorization required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the - property or rights of others. d- This permit does not authorize interference with any existing or proposed Federal projects. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted projector uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit d. Design or construction defir encies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 6 Packet Page -772- 6/12/2012 Item 11.E. SAJ- 1997- 2362(iP -H WB) Marco Island Executive Airport 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. - Reevaluation of Permit Decision: This office may reevaluate its decision on this Pen-nit at any time the circumstances warrant Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above). c. Significant new information surfaces, which this office did not consider in reaching the original public interest, decision. Such a reevaluation may result in a determination-that it is appropriate to'use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terns and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those speed in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost 6. Extensions: General Condition 1 establishes a time limit for the completion of the activity authorized by this permit Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. VA Packet Page -773- 6/12!201'2 Item `.`. SA.l- 1997- 2362(1P -HWB) Marco Island Executive Airport .A 8 202 i Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. (PE ) (DATE) __rhe_reSA otL ��CGGC� IIL��i�eC'�D�� CoL %e.r 0—L A,T?CtA AtJ'I'k.ot'1 (TYPE OR PRINT PERMITTEE NAME AND TITLE) This peril becomes effective when the Federal official, designated to act for the Secretary of the Army, has sign d below. (DI- TRICT ENGIN (DATE) P L L_ GROSS ER Colonel, U.S. THIS PERMIT CONTAINS 6 ATTACHMENTS, TOTALING 41 PAGES Attachment A — PERMIT DRAWINGS (13 pages dated October 2, 2006) Attachment B — SPECIFIC CONDITIONS from FDEP (Permit 11 -0129042 -002 dated June 26, 2003 - 6 pages) Attachment C -TRASH ROAD MITIGATION PLAN (13 pages dated October 2, 2006) Attachment D — MANGROVE ISLANDS TO BE PURCHASED (3 pages) Attachment E — VEGETATION MANAGEMENT PLAN (4 pages dated October 2, 2006) Attachment F —AS BUILT CONDITIONS (3 pages) 8 Packet Page -774- 6/12/2012 Item 11 SAJ-1 99 7-2362(IP-HWB) Marco. Island Executive Airport Permit Transfer: When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owners) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the original permittee and the new transferee sign and date below. (PERMIT-FEE – SIGNATURE AND TITLE DATE PERMIT NUMBER: SAJ - 1997- 2362(IP -HWB) LOCATION & AUTHORIZED WORK The project is located at Marco Island Executive Airport at the end of Mainsail Drive in Section 26, Township 51 South, Range 26 East, Collier County, Florida and involves the construction of a parallel taxiway and other improvements in tidal mangrove wetlands adjacent to Mcllvane Bay, Gulf of Mexico. Latitude 25 059'38" N, Longitude 81 040'20` W (TRANSFEREE - SIGNATURE) (DATE) (NAME AND TITLE - PRINTEDRYPED) (NAME: AND ADDRESS (CITY, STATE, AND ZIP CODE) - PRINTED/TYPED) (TELEPHONE NUMBER) The above transfer agreement should be completed and mailed to the local Corps of Engineers Regulatory Office or to: U.S. Army Corps of Engineers, Jacksonville District A71-1 N: Regulatory Division, Enforcement Section P.O. Box 4970 Jacksonville, Florida 32232 -0019 Packet Page -775- SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport 6/12/2012 Item ` ATTACHMENT A: PERMIT DRAWINGS (13 pages dated 2 Odiober 2006) Packet Page -776- 'Owl" A-... N.T.S. 6/12/2012 Item 11.`. _ 8 28 _E _ ... PROJECT 1. C ON -- _ SEC 26,35;.T5F S R 26-E; , H-.[L �• .:T =,�G• ., . ! ;.i..:� is s 1' - .`.... — __ . _. so _ • .ss . .:s K . `:.fit �l � i.ev _ y.:. f� _ t � is �Y.. ~' r • ' . � i f ��- �t • . . . = _ � _ t PROJECT NAME: MARCO ISLAND EXECUTIVE AIRPORT .,- reUCANT. COLLIER COUNTY AIRPORT AUTHORITY PROJECT SAJ- 1997- 2362(IP -HWB) DWG. 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UJ ��ovews 1 i? r _ Q � o uj s j g W ti Q i_ a55 H Ix '. • •' ••' •• ••'• • • SAJ- 1997- 2362(IP -HWB) Z v nMarco Island Executive Airport 2 October 2006 a_ a C Page 7 of 13 Packet Page -783- F 6/12/2012Iterr Packet Page -784- r �e g o` pg 8i" <S��i�`° o= ode ; �. ; ►n o tl I r < Y = � E H, - W w � Uj- W o Cn ci 0 I 0 f 4115 v ° P f O ��0•�q Q v I • r w e � � a p. s ! a a a Q °' 2 o• L- a- N �. A. n I Z Z o -C H • 0; > K W So =Sa b$o$ bu 1 tL s - 00 N \ / Q tu O _ 700' ge SF ? ! ig x Uj o 1<^ ale O i W. 0 4,60; ' �+ ; i.00 . ® ® ® d W + + U ! +, Z ' ► ' , '+ + ' SAJ- 1997- 2362(IP -HWB) w v Marco Island Executive Airport o 0 2 October 2006 n Q Page 8 of 13 Packet Page -784- l � Packet Page -7 85 6/12/2012 I m 1I.EE, §� ■; |kg q =HEM . F L!� x. 22 ■k i I � �� || ■�i: ! §% £10§| ■222§! = $ c; 1: \� / - ■ ■■! §�- - g , �B f$ ■7 §£# ■B- § 199 %2 6 QP HWq o Island Executive Airport 2 October 20 Page § of 13 . / R \ , � — lu .2 § k J k g w § 2 ¢ � k » F_ B < \ � / § § \ 2 § / \ \ U § \ U / $ 6/12/2012 Item 1 "E. O Q U U ' L0 Z U F a Q@z� W G bl O fL a m O OOm� i 1NNSAVd j0 ma3 I i0 C1 N I R z zi; O� T o Pa=. d3 m 90 / r\ �F av � � 4 o � ' m N N I 1N3h3Add d0 39m SAJ -1 ss7- 2362 (IP.HW B) Marco Island Executive Airport 2 October 2006 Page 11 of 13 Packet Page -787- 6/12/2012 Item 11.E. — R: C!1 0 Z to itJ J 2 Q V Co 1 01 fn tT a O = !1_ �a En C3 z a z Z o 2 r 3 ¢ m f- in 01 o= o y„ Q C O tu Z f- Q 7 V F W C K LLI C O _C Z �l a } J � W z O U C U Q C LU J J Il! O a U z z U Q [U U o a a- d K �L W NO W W 2 2 _ Q S oo n n o W Q Ul W W W m N N I 1N3h3Add d0 39m SAJ -1 ss7- 2362 (IP.HW B) Marco Island Executive Airport 2 October 2006 Page 11 of 13 Packet Page -787- 6/12/2012 Item 11.E. — R: C!1 0 Z to itJ J 2 Q V Co 1 01 fn tT a O = !1_ �a En C3 z a z Z o 2 r 3 ¢ m f- in 01 o= o y„ Q C O tu Z f- Q 7 V F W C K LLI C O _C Z �l a } J � W z O U C U Q C LU J J Il! O a U z z U Q [U U o a a- d 6/12/2012 Item 'r Packet Page -788- ■■■■ j 1 ■■■ � v i■ ■■■■■■■ 8 JA Ie. ■■■■■■■I 0 1 ■ OWWAIN t {44 ■ IM ■ ■1 ^ ■■■■■■U ■IN ■■■■ ! ■I■ ■■■N® 01■ NUM■..■■■ 21FA■■R■EM■ EMS■M-■■■R ■■IZ■■■E� S®■■N■■■U ■N■■■■■■" "■■ ■SIONEW, ■�■■■■■N ' = a C L s s .4 .14 .. = Z s s - a S s SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport 2 October 2006 Page 13 of 13 Packet Page -789- 6/12/2012 Item 11.x. LD O cV (_ W7 N _ � Z F !11 2 Q U F Co 81 C!) Z Lll E c�v 1 z 0 F W a 0 Q p. Q Q Z C y. O m Z z z to 3 C W LL n o M C o� Cr F Q C O Eli H Q L) K o U1 r- z a Q } z o =3 L) o U Q ¢ W J J W O U a z z a W U o aa.. EL < j 1 � v 8 JA 0 1 t {44 .. = Z s s - a S s SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport 2 October 2006 Page 13 of 13 Packet Page -789- 6/12/2012 Item 11.x. LD O cV (_ W7 N _ � Z F !11 2 Q U F Co 81 C!) Z Lll E c�v 1 z 0 F W a 0 Q p. Q Q Z C y. O m Z z z to 3 C W LL n o M C o� Cr F Q C O Eli H Q L) K o U1 r- z a Q } z o =3 L) o U Q ¢ W J J W O U a z z a W U o aa.. EL < 6/1212012 Item SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport ATTACHMENT B: WATER QUALITY CERTIFICATION Florida Department of Environmental Protection Environmental Resource Permit No. 11 -0129042 -002 dated June 26, 2003 23 Specific Conditions (5 pages) Packet Page -790- ,. 6/12/2012 Item 11.E. Per mittee: Collier County Aitrjrt Authority Permit No. 11-0129042-002. Page 6 of 11 161 The permittee shall notify the Department in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of a permitted system or the real property on which the permitted system is located. All transfers of ownership or transfers of a permit are subject to there uirements l of Section 62- 343.130, FAC. The penuuttee transferring the permit shall remain I e for corrective actions that may be required as a result of any violations prior to the sale, conveyance or other transfer of the system. 17. Upon reasonable notice to the permittee, Department authorized staff with pry identification shall have permission to enter, inspect, sample and test the system to insure conformity with the plans and specifications approved by the permit i 8- If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the appropriate Department office. 19_ The permittee shall immediately notify the Department in writing of any previously submitted information that is later discovered to be inaccurate. SPECIFIC CONDITIONS: Construction 1. Deposition of fill shall be completed in those areas adjacent to crocodile inhabited areas immediately after nesting season to allow the crocodiles to become accustomed to the change prior to the next nesting season. No construction activities shall take place in or adjacent to crocodile inhabited area between the months of March and September, or whenever active crocodile nesting occurs. Precautions shall be taken to avoid aU crocodUe/human interactions. 2 Staked filter cloth shall be positioned at the edge of the permitted fill slopes in order to contain turbid run -off and erosion prior to commencement of construction. This filter cloth shall be maintained in plaice until all slopes are completely stabilized by sod, seed or affirmative pegs. 3_ All slopeslareas disturbed by construction shall be sodded or otherwise stabilized as necessary to prevent erosion, siltation and turbid discharges in the surrounding wedans. 4_ The limits of fill shall be clearly Sagged to ensure no inadvertent impacts occur to waters ofthe State and wetlands puisuant to 62 -340 Florida Administrative Code (FAC) other than what is auhorized in this permit AU construction activities shall be confined to the p=nitted limits_ Of ML Any incidental filling or impacting of wetlands beyond the limits of coon for this authorization are not permitted - Those portions of the applicant's property that are wetlands as defined in Chapter 62 -340 FAC, and not subject to permanent impacts authorized by this permit sliall be left in their natural state. These areas shall not be used for parking, equipment storage, construction corridors, building supply storage or as a staging area for constriction, These areas shall not be filled, sodded, or cleared without prior written consent from the Department in the form of an Environmental Resource Permit or 'a modification of this permit These areas shall be kept free and clear of manmade trash and debris-in perpetuity. Packet Page -791- 6/12/2012 Item '111.E. Iermittee :.Collier Couniy Aiir.,rt Authority Permit No. 11- 0129042 -002 . Page 7 of 1 I 5. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this perinit. Any deviation from the Permitted activity and the conditions for undertaking that activity shall constitute a violation of this Permit and a violation Qf Part Four of Chapter 373, Florida Statutes (F.S.). Mitigation 6. The Permittee shaU donatm(convey to the State. of Florida the.Iand shown on Figure 6 (shed) the 26.04 acres of land_ This shall be accomplished within 270 days of issuance of this permit. The Department may extend this time in writing provided sufficient cause is shown in the submitted "Land Conveyance Status Reports" as noted in the Monitoring Section of this permit without a formal modification to this penia 7. Prior to utiliZW6a of those areas authorized by this permit, the penmittee shall mitigate for the approximate 35.6 acres ofpermaneht wetland impact by implementing the attached `2vlarco Leland Executive Airport Trash Road (West) Mitigation Area Welland MitigationlMonitoring Plan" (Plan) in Rookery Bay National Estuarine Research Reserve (RBNERR), Collier County. The peanittee shall submit to the Florida Deparment of Environmental Protection, South District Office, SLERP Coampliance and Enforcement Section, P.O. Box 2549, Fort Myers, FL 33902-2549 Progress reports, every 6 months, starting from the issuance date of this permit The reports shall contain information, including but not limited to, the following: (1) a label indicating. "Progress Report for the implementation of the Marco Island Executive Airport Trash Road (West) Mitigation Area Wetland Mitigation/Monitoring Plan, FDEP Permit No. 11-0129402-002" and (2) a statement indicating the c ml= status and expected completion dates Implementation is defined as completing all enhancement and restoration work It shall not include the monitoring provision of the Plan- Monitoring S. The permittee shall monitor the mitigation site by implementing the attached PIan in R13NERR, Collier County. 9. The permitter shall monitorlevaluate adjacent mangrove wetlands before and after sumharging-to detect any charge in adjacent elevations (as referenced to NGVD). The results of the monitoring shall be Submitted to the Florida Department of Euvironmcatal protection, South District Office, SLERP Compliance and Enforcement Section, P.O Box 2549, Fort Myers, FL 33902-2549 within 30 da-Ys of completion of Surcharging. The reports shall contain information, including but not limited to, tine following. (1) a label indicating: "Monitoring/Evaluation Report for Surcharging Operation for the Marco Island Executive Airport, FDEP Permit No. 11- 0129402- 002' ; (2) a Plan view driving of the Marco island Executive Airport with elevations, as referenced above, noted (before and after surcharging operations); (3) a statement indicating the change in elevation (if applicable) and square footage of the area(s) that were impacted; and (4) if the results of the monitoring show a significant increase-in elevation, as determined by the Department, that could potentially result in adverse impacts, the permittee shall submit a plan Packet Page -792- 6/12/2012 Item 1 i .E. Permittee: Collier County Ai,rurt Authority Permit No. 11- 0129042 -002 -Page S of 1 l acceptable to the Department to mitigate for those impacts and to ensure the area(s) are kept free of noxiousrnvasive exotic vegetation as listed by the most recent list of the Florida Exotic Pest Plant Council within 90. days of notification. 10. The permittee shall submit to the Department, every 60 days after the issuance of this permit, a Land Conveyance Status Reports that indicates the status of the conveyance of the 26.04 acres of land as noted in Figure 6 (attached. The reports shall contain information, including but not limited to, the following. (1) a label indicating: `Land Conveyance Status Report for the Marco Island Executive Airport, FDEP Permit No. 11-0129402-002" and (2) a statement indicating the status of the conveyance and the expected conveyance sate. These. reports shall continue until the land is fully conveyed to the State and -shall be submitted. to the Florida Department of Environmental Protection, South District Office, SLERP Compliance and Enforcement Section, P.O. Box 2549, Fort Myers, FL 33902 -2549. . i= STORMWATER: 11. Stormwater Treatment Facilities_(Basins DAI through DA5): a. Detention Area: Bottom Elevation_ 350 Feet, NGVD Minimum Side Slopes 4 :1 Bottom/Slopes/Berms Sod or Seed and Mulch b. Outfall (Discharge) Control Structures-(3 each): FDOT Structure Type: 'Type "D" Aluminum Baffle Elevations: Varies per structure (see drawings) Grate (Oveaflow) Elevation: 3.80 Feet, NGVD 3 -inch Bleeder Inez t Elevation: 250 Feet; NGVD Discharge Culvert: 19"x30" ERCP Invert EIevation: I.00 Feet; NGVD C. Spreader Swale: Bottom Elevation. 1.0 Feet, NGVD RiP- Rapped Crest - Elevation: ' 1-5 Feet; NGVD Swale Stabilization Seed and Mulch (per drawings) g Body Rookery Bay Aquatic Preserve, a Class II Outstandl*+a Florida Waterbody (OFW) Prohibited From Shellfish Harvesting: 12. Storm - %rater Treatment Facility (Basin DA6): a. Retention Area: Bottom Elevation . 3.50 Feet, NGVD Minimum Side Slopes 4:1 Bottom/Slopes/Berms Seed and Mulch Packet Page -793- 6/12/2012 item ' Fermittee: Collier County Aht ort Authority Permit No. 11-0129042-002. Page 9 of 11 Receiving Body: Rookery Bay Aquatic Preserve, a Class Il Outstanding Florida Waterbody (OFW) Prohibited From Shellfish Harvesting. Wet Season Water Table Elevation: 2.5 Feet, NGVD 13- For Basin DAl only, the minimum top ofbmm will be constructed at Elevation 5.00 Feet, NGVD, and to the section shown in the permit drawings. - 14. A stable, permanent and accessible elevation reference (benchmark) shall be established on or within one hundred (100) feet of all permitted discharge structures no later than the submission of the statement of cwnpletion and certification. The location of the elevation reference must be noted on or with the beatification statement 15. Best managemeaf practices for erosion and turbidity control, including, but not limited to, the vse of staked hay bales, silt screens, and turbidity curtains shall be used and maintained as necessary at all times during project construction. 16. All areas disturbed by construction shall be sodded or otherwise stabilized within 48 hours of attaining final grades or at any other time as necessary to prevent erosion, siltation and turbid discharges in violation of State water quality standards in waters of the State. 17. All detention area bottoms and slopes shall Zceive full sod as noted on the drawings. All other disturbed areas not receiving sod shall receive seeding and mulching. 18. Specific Condition No. 9 of Permit No. 11 -0138940 -002 (Marco Lsiand Executive Airport T- Hangar) remains is full effect and is incorporated here. SPECIFICALLY, The oil/water separator shall be inspected on a regular basis and the skimmer socks replaced and sediment removed, as necessary. Any evidence of oil in the detention area, outfall structure or spreader Swale Will require such an inspection and replacement of the slimmer socks. A determination of the source of the oil shall be made and corrected immediately. 19. The removal of the existing outfall control strmt= and associated spreader Swale for the T- Hangar project shall be coordinated with the construction of the proposed system. The culvert from the oil/water se-mm for to the temporary detention area shall be modified so that it ProPerfy connects to the proposed DAI detention area. 20. Facilities other than those stated herein shall not be constructed without an approved modification of this permit 21- As presented in the p, -emit application and supporting documents, the operation and maintenance of the stormwater treatment system shall be the responsibility of Collier County Airport Authority. Therefore, operation and maintenance of the permitted activity shall be the responsibility of Collier County Airport Authority. Packet Page -794- 6/12/2012 Item i i Permittee: Collier County A. -port Authority Permit No, 11-0129042-002 Page 10 of 11 22._A-Il required submittals, -such as certifications, monitoring reports, notifications, etc., - shall be submitted to the Florida Department of Environmental Protection, South District Office, • P.O. Box 2549, Fort Myers, FL 33902 -2549. All submittals' shall include the project name and indicated permit number when referring to this project. 23. The project shall comply with applicable State Water Quality standards, namely. 62- 302.500 - Muii-mum Criteria for All Waters at All Times and All Places. General Criteria. 62-202.550 - Criteria - Class II Waters. Executed in Fort Myers, Florida STATE OF FLORIDA DEPARTWNT OF ENVIRONMENTAL PROTECTION Richard W. Cantrell Director of District Management RWC/LB/CA/ca Enclosures 1 I pages attached I I drawings attached One (1) reduced (11 "x17 drawing. Figure 6, which iodic a those lands to be conveyed_ One (1) reduced (8 %7k] 1") drawing which indicates the wetland impacts: Four (4) reduced (8 % "Xl 1') dmawurn which indicates mitigation areas - Five (5) reduced (I Vxl7w) drawings as signed and sealed by David S. MiIIcison, P.E., on Jannary 30, 2003. Copies furnished to: CC- U.S. Army Corps of Engin=s, Collier Coturty Property Appraises Morida -Fish and Wildlife Conservation Commission DeRona Sk atmies The Conservancy of Southwest Florida, Attu: Elinor V. Krier, 1450 M=erino D:im, Naples Fl 34102 The National Audubon Society, Attu: Stuart Stahl, 444 Brickell Ave, Ste 850, h iarn i, r"133 131 The Florida Audubon Society, 13.31 Palmetto Ave, Ste I 10, Winter Pat FI 32789 Euvuaamental Defense Fund, Atta L Tripp, 257 Park Aveaue, South, New York, NY 100I0 IZaak Walton T Vim* Florida Division, Attu: I. Gt e:n, 700 Biltmore Way, Apt 407, Coral GanI�, F133134 South Florida Water Manag�mt District, Attu Henry Dean, 3301 Gun CIub Rd, West Pile Bezh, F133406 Florida Department of Community A£air, Ann; Ray Eubanks, 2555 Shumard Oak BIvd, Tallanzzee, FI 2399-2100 The 13 --hona Corporation, Attn: Sharon Htunmerhielm, 999 BrickeIl Ave., Suite 700, ] Miami, F1 3313 1 Bd of Co Commissioners, Attu: Honorable Carter, 3301 Tamiami Trail, East, Naples, FI 341124902 Packet Page -795- r ATTACHMENT C: SPECIAL CONDITIONS Trash Road Mifigafion Plan (13 Pages dated 2 October 2006) Packet Page -796- 6/12/2012 Item 1 I.E. MARCO ISLAND EXECUTIVE AIRPORT TRASH ROAD (WEST) MITIGATION AREA WETLAND NUTIGATION/MONITORING/ MAINTENANCE PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PER UT APPLICATION NO. 11-0129042-002 Revised November 12, 2002 WrRODUCTION The following outlines fine wetland mitigation, monitoring, and maintenance plan for the 324.16:1: acre Trash Road (West) mitigation site located along on the west side of Barefoot Williams Road in Sections 5, 8, and 9, Township 51 South; Range 26 East; Collier County (Figure 1). The expansion of the Marco Island Executive Airport will result in unavoidable wetland impacts to Florida Department of Environmental Protection (FDEP) jurisdictional wetlands. In order to offset these impacts, it is proposed to restore and enhance the Trash Road located within the Rookery Bay National Estuarine Research Reserve (West) p1 Road (West) mitigation NERR). The Trish Road gation plan includes 7.56- acres of wetland restoration; 213.97- acres of wetland enhancement; 18.96-+ acres of upland restoration; 20.99- acres of "other surface waters„ Preserve;. 60.45E acres of upland enhancement; backfilling of ditches to restore natural hydrology; and geo- webbing of two sites along the FPL easement road to the southwest of the PmPert . A mitigatidn plan is provided as Figure 2. These mitigation activities will be completed prior to wetland impacts occurring at the Marco Island Executive Airport_ MITIGATION PLAN Exotic Removal and Nuisance Vegetation Removal The mitigation plan for the Trash Road (West) mitigation site includes enhancing 21397- acres of wetlands by hand removal of exotics and nuisance vegetation, regrading as existing unimproved road for easier maintenance access and enhancing 60.45 - acres of upland preserves by hand removal of exotics and nuisance vegetation. The enhancement will include the removal of exotic and nuisance vegetation from wetland and upland preserves_ The exotics to be eradicated include those listed by the Exotic Pest plant Council (EPPC), which include but are not limited to meWeuca, Brazrilian pepper, Australian pine, downy rose - myrtle, primrose willow, old world climbing fern, and cattail. The hand removal of exotic and nuisance vegetation will include one or more of the foIIotving metbods: (I) cut exotics within 12 inches of ground elevation, hand remove cut vegetation, and treat remaining stump with approved herbicide; (2) girdle standing melaleuca and Australian pine with diameter at breast height (DBR) greater than four inches and apply approved herbicide to cambium; (3) foliar application of approved herbicide to melaleuca (saplings only), Brazilian pepper, Australian pine, downy rose myrtle, and nuisance and exotic vegetation as defined by EPPQ. and (4) foliar application of approved herbicide or hand pulling of exotic seedlings and SAJ- 1997- 2362(IP -HWB) PERmi n RECEIVED Marco island Executive Airport Trash Road Mitigation Plan 11 012 9U4 2 n a 2 2October2006 JAN 3 0 2003 t of6 Packet Page -797- 6/12/2012 item I I .=. nuisance vegetation as defined by the FLEPPC. Overspray precautions will be taken to protect nearby native vegatation. In areas where the density ofinelaleuca trees exceeds 50 percent, cuttings will either be removed from the site or stacked in piles at approximately 75 foot intervals. if left on the site, smaller cuttings will be stacked butt end to- the ground into a nearly vertical position (i.e., teepee method). Larger cuttings will be cut and stacked side by side into an area approximately six feet on a side. Cuttings will be stacked perpendicular to the previous layer up to a height of approximately four feet (Le, log cabin method). Cuttings will be stacked in upland areas or in areas where the most disturbance has occurred. ' Farm Field Wetland and Upland Restoration Farm field restoration will include mechanized land clearing of exotics. Mechanized equipment will be brought in the farm field using the ingreWe:gress easement'road known as "Trash Road". After clearing, the are designated as wetland restoration will tic contoured to match adjacent wetland ground elevations, and arras designated as upland restoration will be graded to match adjacent upland elevations. An as -built survey of the graded site will be performed to ensure the desired elevations have been obtained. After review and approval of the final grades, the area Will be planted with native wetland and upland vegetation. The planting of native vegetation will be the responsr'bility of the FDEP NEM A topographic survey of the contoured wetlands will be provided to the FDEp for review and written approval prior to initiation of planting Silt fencing will be installed where grading activities are adjacent to native wetland and upland habitats. Table 1 fists the native upland and wetland species to be planted within the restored areas. The Planting List provided in Table 1 is a minimum planting Iist Additional nati ve species may be planted after authorization by FDEP. Table 1. PIaafina, List for the Trash Road (West) lKitigafion Site . � .t c •'Ix? _° Common 1Yame "' -� -- -+� .- �. -- _ -= 5rientific Nanief =? � . tt,_ 1V1':uuatum Planting • • Height. Container Instruction - Size Farm Field Forested Wetland Planfincps Sash ine Pinar a kttii 3 & 1 10 & O.C. Wax m e 1i'fyr'= ceri era 3 $ 1 10 ft. O.C. Cord Saarr&a bakn?i 12 in_ 4 in. 3 ft. O.C. Grulfdune alum PasDaimn monnstac:hK= 12 m. 4 in. 1 3 ft. O.C. Needlerush ( JW=MS roemerianus 1Z in. 4 in. 3 ft. O.C. Farm Field Herbaceous Wetland PIantin�s Saw s Ciadium `amaicense 12 in. 4 in. 3 ft. O.C. Gulfdune 0 alum Pas alum monostach m 12 in. 4 in. 3 f1.O.C. Pickerelweed Pontederia cordata 12 in. 4 in. 3 ft. O.C. S ikerush Eleocharis inierstintca 12 in. 4 in. 3 ft. O.C. NeedIerush Juncos roemerianus 12 in. 4 in. GA.1_ i C1G7_ ?3R ?f IP -E-IW Rl Marco Island Executive Airport Trash Road Mitigation Plan 2 of 6 2 October 2006 012 q n b ? n Q ? Packet Page -798- 6/12/2012 Item 11.c. Table 1. (Continued) Common Name Scientific Name Minimum Minimum Contain ontainer Planting Size ' Instruction Farm Field Herbaceous Wetland PIanthas Continued Leather fern Acristichum 12 im 4 3 ft O.C. danaei oliam Farm Field Forested Upland PIaatfn- Slash ine Wax Pirars ell ba f 3 fft. m. e W`fir rass M ca ceri era Aristida striata' 3 ft. 12 in.. 1 10 L Q.C_ Saw almetto Serenoa * ens 12 in, 4 in.. 3 ft O.C. 1 s ft O.C. Backfilling Ditch The ditch back i ing will include the mechanical removal of the existing berm and ditch, as shown on the mitigation plans. The material from the berm will be used to backfill the adja=t ditch- The berm removal and backfilled ditch will be graded to match adjacent wetland and upland. ground elevations. An as -built survey of the graded site will be performed to am= the desired elevations have been obtained. T111:7- backfiIled ditch area will be planted pa- the planting list in Table 1. Geo- Webbing In addition to mitigation work on the Trash Road (West) parcel, three geo -web_ sections will be constructed within the FPL easement Iocated along the southwest boundary of the property. Tine construction of the .three geo-web sections win re- establish surface water sheet flows in this area, The Iocation and details of the geo-web sections are provided in the mitigation plans_ MITIGATION SUCCESS CRITERLk The miti.-adon areas shall be considered successful if at the end of five years the wetland enhancement areas contain at ]east g0 percent cover by desirable obligate and facultative wetland plant sp=ies. The wetland and upland areas shall be free from exotic and nuisance vegetation immediately following a maintenance activity and will consist of no more than thr-- percent cover for exotics and nuisance species. Exotic and nuisance vegetation species are identified as those species listed by the EPPC at'the time ofpermit issuance. RECEIVED 0�� 9 0� 2 RECEIVED . JAN 3 p Z0Q3 SAJ- 1997- 2362(IP -HWB) D P• D.E.P. Punt1 Gorda Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006 Page 3 of 13 3 of 6 Packet Page -799- MONITORING Monitoring Methodology 6/12/2012 Item r RECEIVED AN 3 G 2003 V'•SE.P. Punta co; di The proposed monitoring of the enhanced and restored wetlands and uplands will consist of baseline, gwrzero, and = annual monitoring of vegetation, wildlife, rainfall, and wetland water levels. Baseline monitoring will doc�.iment conditions in the project site as they currently exist Tune -zero monitoring will document conditions immediately following wetland and upland enhancement and restoration - The annual .reports will document conditions following enhancement and restoration activities and document the *extent of success of the project If needed, the annual reports will identify specific actions to be taken to iinprove the conditions within the project area. Sampling transects and methodology for the baseline, time -zero, and annual reports will utilize identical methods of data collection from identical sampling stations. Vegetation Monitoring , Wetland and upland vegetation will be monitored prior to and following enhancement . and restoration activities. Sampling in wetland and upland areas will involve canopy, sub- canopy, and ground cover strat= along monitoring restoration areas. iiansects established within the enhancement and Canopy and sub- canopy vegetation species will be monitored within 20 x SO foot plots established along the monitoring transacts. Species richness and visual estimate ofpercent cover will be calculated for canopy and sub - canopy stet m. To facilitate an intensive, accurate, and repeatable sampling Program, the point frame method (Bonham 1989} will be utilized for the ground cover strata_ Point frames will be sampled at approximately 25 foot intervals along. each monitoring transect. Each point frame consists of Im square wire grid with 25 cross points. An}rplant species directly below a cross point will be recorded, including bare ground- Each cross point represents four percent of the square meter. Water depths will also be recorded at each sampling station. For each sampling station, identified species will be listed and percent cover computed and discussed. Wildlife Monitoring Regular observations of wddlin 'RU be made during the monitoring event by qualified ecologists. Obs- ations will consist of recording evidence and sign of wildlife (i.e, direct siglitin s, vocalizations, burrow-:, nests, tracks, droppings, etc.). Fish and Aquatic Macroinvertebrate Monitorincy Qualitative sampling of fish and aquatic macroinvertebrates will be conducted using a standard D -frame aquatic dip net, mesh size 1.0 mm. Sampling will be conducted along vegetation monitoring ftansects with a minimum of 2 cm. standing water. The collector will work the net vigorously within the vegetation, open water, and surficial bottom sediments. Net contents will be placed in a white pan and sorted-with forceps. Hard substrate, if any, will also be examined SAJ- 1997- 2362(IP -HW B) Marco Island Executive Airport PERMIT# Trash Road Mitigation Plan 2 October 2006 0129042 a �? 4 of ,n--- A -r 11 Packet Page -800- 6111212012 Item 11.=. for the presence of aquatic macro invertebrates. Sampling will continue until no new species are en- or:ntercd for ten minutes. Sample size and collection times will not exceed 200 organisms or one hour, respectively. Samples will be preserved in alcohol, retumed to the laboratory, and identified to the lowest taxonomic level possible, usually species. When. possibl. -, fish will be identified in the field and released. Photographic Documentation Permanent fixed-point photograph stations will.be established in the monitored areas providing physical documentation of the condition and appearance of an area, as welt as any changes taking place within it. Panoramic photographs will accompany vegetation data in each report. Locations of photo stations will remain the same throughout the duration of the monitoring Program. Rainfall and Staff Gauge. Hydrological monitoring for the mitigation -area will include the instatiation of a rain gauge and staff gauges/monitoring wells. Staff gaugeslmonitoring wells will be read once every two weeks from May through November (i.e., approximate wet season) and once a month during the remainder of the year. Water Ievel data will be included in the annual wetland mitigation monitoring reports. MONITORING REPORTS The permit= will submit annual monitoring reports to the-FDEP documenting the success of the mitigation program and general condition of the Trash Road (West) Mtigation area. Within 60 days of permit issuance, the baseline monitoring for the mitigation areas win be submitted to the FDEP. The time zero monitoring report will be submitted within 60 days of completion of the mitigation activities. Annual monitoring reports will be prepared for a period of five years and will include the following information: • Brief description of mitigation and maintenance work performed since the previous report along with a discussion of any modifications to the mitigation or maintenance program • Brief description of anticipated mitigation and maintenance work to be conducted over the next year. • Results of quantitative vegetation monitoring conducted in the enhanced and rn, stored we02-91d5- and uplands. A list of observed vdidlife species. • Panoramic photographs taken at photo stations within the enhanced and restomd wetlands and uplands. • Staff gauge and available local rainfall data. RECEIVED SAJ- 1997- 2362(IP -HWB) JAN 3 0 2003 Marco Island Executive Airport tPtRMT# D.E.P. Punta Gorda Trash Road Mitigation Plan 2 October 2006 4 0 z 0 Page 5 of 13 5 of 6 Packet Page -801- 6/12/2012 Item 1 1 MAINTENANCE AND LONG -TERM MANAGEMENT Following the completion of the initial exotic removal effort, semi - annual inspections of the mitigation site will occur for the first two years. During these inspections, the enhancement and restoration areas will be traversed by qualified ecologists. Locations of nuisance and/or exotic species will be identified forimmediale Potential problems will also be noted and c�orr�ecnveo propnate herbicide. Any additional levels have been reduced to acceptable limits r_e less �eII' Once exotic/nuisance species the mitigation areas will be conducted annually: than three percent cover), inspections of Maintenance will be conducted in perpetuity to ensure that the enhances and recto and uplands are free of exotic vegetation (as c curet h defined an the d r red wetlands following maintenance and that exotic and nuisance species wiI1 caa three Percent of total combined cover. onstitute no o tfi REFERENCES Bonham, C.D. 1989. Measurements for Terrestrial Vegetation. York, New York. John Wiley and Sons, New 5AJ -1997-2362 (IP -HW B) Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006 Page 6 of 13 � 1 01190 4,2 002 D_EPJ Packet Page -802- FRECF{VED JA143G 2013 D.E.P. PUnt:i Gordi. 6of6 6/12/2012 Item 1 t .E. :. 26 F _ 827E PROJE T L0CAT DN -. :SEC 9, T -51"S, :R 26r'E - - U2 -,t. °ROJECT NAME: TRASH ROAD (WEST) MITIGATION SITE APPLICANT: COLLIER COUNTY AIRPORT AUTHORITY Packet Page -803- 7 102 S. PROD` SAJ- 1997- 2362(IP -HWB) DWG. Marco Island Executive Airport DRAY Trash Road Mitigation Plan 2 October 2006 REw Page 7 of 13 Packet Page -803- 7 102 S. 6/12/2012 Item "._. o <zE�E rra<r rE� rrr rE�r x row - �• :w r._:r7:e .o. -__e MYM .Mww . 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N 160 SAJ- 1997- 2362(IP -HW B) Marco Island Executive Airport ?rash Road Mitigation Plan 2 October 2006 Page 9 of 13 Packet Page -805- N C � O C N fD w u LU �ou i a i I 0 z a _ LE: CL Cr. e: z r in a z E 0 d M Co Z 0 h Q v E Co v v Q O O Q K W a z U W 7 0 o_ H C O Q 0 C_ Q F- Z O U w W J J O v z Q U J IL IL Q 6/1212012 Item Ea o �g CO Z ui -j uj i ¢ u N 0 to Z U >� m 0 Q F 0 ci o mo s_ 0 [-ZOQ o _ 1� C3 U Z Z = li W Ix LL a ti► i a n 0 M. cn t- c Q z z z o z tu � C7 0 0 L v Q U � Q o Z i— p Z ° ul �z =o o t= U) IO- z < Q o r cuua� a 0 -j o o w S,�J- 1997- 2362(1P -l-WB) �- `D Q 3:: Marco Island five Airport a Tmsh Pmad WOmfion Plan y ( i 2 Oc'�sr 2006 Ran 10 of 13 4 Q Z Q i S o Q U i n am • i ci < o i a i i i— ltl iCJ�° w O E U Z �- Z i i i +i u (�J Z i ► i a a i i U i i i LU n. +! i 1O c° i i i per_ Qa U Qi C Packet Page -806- .. 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Packet Page -807- t- W Z 0 t- Q O H F r� n 4 0 C N a C F— w a Z F U W M EL N1 O uj O N I— Lo © Z i- LU tti J tu Co n ca 0 r O Q S ti U Z Z o c� 3 � 3 ¢ LU o a o! r r C O F- Q F C 0 F Z O U Cr w J J O U F- Z Q U LL a a SAJA997- 23o2(IP -I-W3) Marco Island Executive Acport Trash Road Mitica on Plan 2 October 2006 Page 11 of 13 a a U+ � ♦ �a a a n o r, a j ci i 9 a C ") �C%j C. i a a e i Kip a 3 i a a a a J a a N Packet Page -807- t- W Z 0 t- Q O H F r� n 4 0 C N a C F— w a Z F U W M EL N1 O uj O N I— Lo © Z i- LU tti J tu Co n ca 0 r O Q S ti U Z Z o c� 3 � 3 ¢ LU o a o! r r C O F- Q F C 0 F Z O U Cr w J J O U F- Z Q U LL a a i c 6112/2012 Item a i; N e e _ g_ .- - >� SL a — all SAJ- 1997- 2362(1 P -HW B) Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006 Page 12 of 13 Packet Page -808- a Co o� w u Hi (D a C/ .o 0 oa J � � °- a a. c, o� z Ex Z Z o H z 3 N '> n n � ,; na F- C Z O } Q It cD O Z F- O � a F- V c u o Q o a } o F- U: z z o U) U Q Cr t— w J J !L O U Q z F Z F- Q U W U 0 J a_ Q I I�s e top e5 � ucitiutiu dddddd � Lj �j t/ti �° pdod ..�� O c_ nnnnnn 1 O• ;3i 4 =?E if 9 � s � LL 8 O t S F =s= 3 y ra 6/12/2012 Item 1'[.E. sag � �s? €�E s" g i y �E js y SAJ- 1997- 2362(IP- HVI/B) sue(` Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006_ Page 13 of 13 — Packet Page -809- 0 uuuuuu �` ddddcc � ucitiutiu dddddd � Lj �j t/ti �° pdod ..�� O c_ nnnnnn 1 O• ;3i 4 =?E if Z O W Q = U � LL � ¢ N D uj IE a > zu � t`s aat � a Cr) g` E ri 7 5i Liii 3 4♦g8 oluaorz t�, Q c3 Z weCwri� G � S <�i 3 sag � �s? €�E s" g i y �E js y SAJ- 1997- 2362(IP- HVI/B) sue(` Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006_ Page 13 of 13 — Packet Page -809- zu CD z o r Q p o F F- < < Y O F C T O N V Ix r- W J W O E U Q Z f- F 2 U Q W U o a a a o_ Q n O 1 O• Z O W Q = U � LL � ¢ O Z ID o Cq IE a > zu � zu CD z o r Q p o F F- < < Y O F C T O N V Ix r- W J W O E U Q Z f- F 2 U Q W U o a a a o_ Q 6/12/2012 Item: t SAJ-1 997-2362(IP-HWB) Marco Island Executive Airport ATTACHMENT D: SPECIAL CONDITIONS (Mangroves Islands to be Purchased) (3 Page) Packet Page -810- 6/12/2012 Item 11. ". .i -1 S f PROJECT NAME: MANGROVE ISLANDS TO BE PURCHASED ,%PF JCANT: COLLIER COUNTY AIRPORT AUTHORITY LOCATION MAP DWG. No. 99HMA449 -01 DRAWN BY: P.F. REVISIONS: Packet Page -811- SHEET: I OF.3 DATE: 9/3/02 SCALE: N.T.S. 8269 -MANGROVE .18L4NDS--70 BE. PURC- HASED t SEC 32, T 5 FS, R 26 -E - , .i -1 S f PROJECT NAME: MANGROVE ISLANDS TO BE PURCHASED ,%PF JCANT: COLLIER COUNTY AIRPORT AUTHORITY LOCATION MAP DWG. No. 99HMA449 -01 DRAWN BY: P.F. REVISIONS: Packet Page -811- SHEET: I OF.3 DATE: 9/3/02 SCALE: N.T.S. 6/12/201 2-" Item I 47E-57 ..':e'. '� ,+,,.•_ �n �. L1i�., J i%�.'F 'fir. 'rrk^J• ° 5.'ti . �i'�i -r. �r�• r r -� y�. 7 �t-rqy�y3t;. {� j u.., ycr'6stt° y. j{'+ ::iE' h' .h [ 3'�r:;• •R,. 1 Y " /� P3'/'3,{.1ry� 1• I a �� � .T i "' r l�a,Lti•�,a.�,�• :tl '�.� b• l:i }.Li. S. ..•T. w ... ................ - ..•• .`� {irk•:: !..: Y . Yi .i�y - G}.. }: .? - •t:`"IS �w' .�..�•`�l •yt:. /;'�....•: ,� ;,rr :7�r.ls #�- •i i..:. :..ti :�..r.. ••I:• st \�}+`�•�'�`�y.. 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SAJ-1 997-2362(IP-HWB) Marco Island Executive Airport 6/12/2012 Item I `.E" ATTACHMENT E: SPECIAL CONDITIONS Vegetation Management Plan (4 Pages dated 2 October 2006) Packet Page -814- Collier County Airport Authority Marco Island Executive Airport - 'vegetation Management Plan General 6/12/2012 Item I L .E. This vegetation management plan for the Marco Island Executive Airport has been developed as a method and means of identifying and complying with the requirements of the Federal Aviation Administration (FAA) Federal Aviation Regulations (FAR) part 77 and State of Florida Administrative Code Chapter 14-60 ("Airport Li censin., Registration and Airspace Protection). This plan identifies where and how the Collier County Airport Authority will maintain vegetation on and around the airport upon completion of all airport development in order to protect the airspace in accordance with the aforementioned FAA and State of Florida regulations. The attached " exhibit 1" depicts the Marco Island Executive Airport upon the completion of all proposed development projects and identifies all areas of vegetation to be maintained. The legend in exhibit 1 depicts areas to be trimmed, cleared and mowed. Airspace Protection Requirements The following areas of airspace or ` imagiznary surfaces" as defined and depicted below and on the attached "exhibit 1" shall be maintained clear of vegetation at all times in accordance with the aforementioned Federal and State aviation regWations: I. Primary Surface— Generally defined as an area of airspace surrounding the Jan d inglakeoff area (runway) designed to prevent an ai rC from flying into an object while trying to taLeoff or land The primary surface only extends down to the runway surface elevation, not to the ground. No objects are permitted to extend veriicalty above the level of the runway in the primary sarfacs. The Marco Island uv Airport primary surface extends 25D $. east and West of the Run 1 7133 terline and 300 & North and South of either end of the ranwz�v e aiiacneo exhibit 1 depicts the defined areas ofmowing and vegetation clearing within the primary surface. The "mowing" areas generally consist of 1'l 3� guess and v,�eeds, win mZI be maintained at or below runway;uriace eI�. ation. Collier Co-�ty Airport Authority staff will conduct mowing. The "vegetation clearing" areas are primarily areas of mangrove growth and shall be maintained at or below runway surface elevation at all times. Licensed professional mangrove trimmers contracted by the Collier County Airport Authority will conduct vegetation maintenance in this area. SAJ- 1997- 2362(IP -HW B) Marco Island Executive Airport Vegetation Management Plan 2 October 2006 Page 1 of 4 Packet Page -815- 6/12/2012 IL-em 2. Approach Surfaces — Generally defined as an area of airspace designed to prevent aircraft from flying into an object while trying to land. The approach surface dimensions are based on the most precise approach to that end of the runway. It has a length, inner width, outer width and a Height above the runway expressed as a ratio or slope. No objects are allowed to penetrate the approach surface. The approach surfaces precede the primary surface at the approach ends to the " . Reftnina to the attached exhibit 1, the approach surfaces for Runway 17/33 at Marco Island Ex -ative Airport are depicted by the hatched areas ding beyond the primary surface at either end of the runway (700& to the North of the approach end of runway 17 and 770 ft. south of the approach end of runway 35)- 'These approach surfaces require a slope of 34:1 to be maintained clear of all objects. No vegetation shall be permitted to exceed this slope within the vertical and lateral limits of these approach surfaces. For the purpose of physically performing the trimming work required to maintain these areas in a safe and effective manner, all vegetation shall be trimmed to a height of 5 ft above the surface. These areas consist prinmar ily of mangrove growth and licensed-professional mangrove trimmers contracted by the Collier County Airport Authority shall perform all trimming. 3. Transitional Surface — Generally defined as an area of airspace designed to provide an added buffer along the lend of the primary surface. It begins at the outer edge of the primary surface and the approach surface and extends upward at an angle expressed as a ratio or slope until it reaches a maximum of 150 $. A 50 & "buffer" is depicted in the attached exhibit 1. For the propose of physically performing this work in a safe and effective manner while prevcntting penetrations to the airspace surface, vegetation in this area shall be cleared to thesunway surface elevation. Vegetation in this area consists, primarily of mangrove growth and shall be maintained by licensed professional mangrove trimmers contracted by the Collier County Airport Authority. Vegetation Maintenance Methods (Mangroves) 1. General —'Me Collier County Airport Authority shall on an =mall basis retain the services of a licensed professional manomve trimmer either through the Collier County Government term —bid List if one is listed or through a separate formal bid process if one is not listed. Tne contractor wall be provided with a copy of this plan and shall conduct all eleariagftrimrning operations in accordance with this plan. Biorto the dommencement of any clearin°ftrimmin' work, Airport Authority Stan shall meet with the contractor to w over the details of this plan. The contrar --tor hired to perform the required clearing and trimming work- shall stake the areas denoted to be cleared or trimmed on the 2Tound. No mechanized equipment or machinery except for hand held machinery (i.e. chainsaws, trimmers etc.) will be permitted. SAJ-1 997-2362(IP-HWB) Marco Island Executive Airport Vegetation Management Plan 2 October 2006 Page 2 of 4 Packet Page -816- 6/12,2012 Item I I.E. 2. Clearing— The contractor shall hand clear the staked or indicated area of all vegetation materials. Trees unavoidably falling outside the specified limits must be cut up, removed and disposed of In order to minimise damage to trees that re to be left standing, trees shall be felled toward the center of the area being cleared. The contractor shall preserve and protect from injury all trees not being removed. The grubbing of stumps and roots will not be perrnitted- The cl °earmg of exotics shall also include the application of approved herbicide to renial,ing stumps. 3. Trimming — The contractor shall cut the top of the mangroves to a height of five (5) feet in the staked or indicated areas. The contractor will clear cut all exotics within the area desiguated'for trimming. The remains of the exotics shall be treated with an approved herbicide. Schedule Y. Mawr -- will generally be conducted in those areas designated in exhibit 1, according to the schedule below, however it may be adjusted from time to time due to the amount of rainfall and other meteorological conditions which affect growth. • May 1 through September 30 Bi- weekly. • October 1 through April 30 - Monthly Clearing and Trimming — shall be conducted annually, as necessary to prevent the vertical growth of vegetation within the primary, approach and transitional surfaces as described above. Each ofthese areas shall be clewed and trimmed concurrently each year so as to mfii * i c intrusion and impact to these areas and in order to maintain uniform/stable growth pafterns. All clearing and trimming will be conducted during the period commencing not prior to October 1 and Concluding prior to March 1 each year so as to avoid interference with the nesting season of the endangered North American Crocodile. SAJ- 1997- 2362(IP -HW B) Marco Island Executive Airport Vegetation Management Plan 2 October 2006 Page 3 of 4 Packet Page -817- a 47 O It LE CaSTM TIMELIM TRIM ISOLATED TREES IN BUFFER THAT PENETRATE AIRSPACE SURFACES AS NEEDED 49 6/12/2012 Item ',`.E. REFEREMM 90. EXHIBIT 1 ' ' 2004059 z z g� U W 50-00-3-r I , 00- 1 i < < L&J V) in LJ T En In Uj < U Li 09 t. Q V) En , En Cf Z D tf 1r SAJ-1997-2362(1P -HWB) Marco Island Executive Airport A Court Vegetation Management Plan .33919 VEGETATION MANAGEMENT 2 October 2006 icaig of Page 4 of 4 Jo.17n Morco Islond Executive Airport Packet Page -818- CI FIGURE NO. 1 ria SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport 6/12/2012 Item 11.E. ATTACHMENT F: SPECIAL CONDITIONS As Built Conditions (3 pages) Packet Page -819- 6/12/2012 Item E ! ` . SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport AS -BUILT SPECIAL CONDITIONS 1. The permittee shall provide as -built drawings of the authorized work, including mitigation, and a completed As -Built Certification Form. The drawings and Certification Form are to be submitted within 60 days of completion of the authorized work, including mitigation, or at the expiration of the construction authorization of the permit, whichever comes first The drawings and Certification Form must be signed and sealed by a professional engineer registered in the State of Florida. In the event that the completed work deviates from the approved permit drawings and special conditions, the permittee shall describe, on the Certification Form, the deviations between the work authorized by the permit and the work as constructed. A blank form is attached. Please note that the depiction and description of the deviations on the drawings and Certification Form does not necessarily mean that the Coms will approve of them. 2. As -built drawings shall include: a. Location of the authorized work footprint (as shown on the permit drawings) with an overlay of the work as constructed. b. Clear indication of any deviations, which have been described on the As -Built Certification Form. c- The Department of the Array Permit Number. d. A plan view of the overall footprint of the project showing all "earth disturbance ", including wetland impacts, water management structures, and any on -site Mitigation areas. _ e. A detailed plan view of aff created andlor restored or enhanced mitigation areas showing planting zones, and cross - sections of the mitigation areas showing elevations corresponding to the plantings; elevations of the inverts of any control structures (inflow and outflow) servicing the mitigation areas. f) Any stormwater management system, that is a part of a wetland creation, restoration or enhancement mitication project, esaedaiiy elevations of the inverts of th y control structures. Packet Page -820- 6/1212012 Item SAJ- 1997- 2362(IP -HWB) Marco island Executive Airport AS -BUILT CERTIFICATION BY PROFESSIONAL ENGINEER Submit this form and one set of as -built engineering drawings to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, Florida 32232- 0019. If you have questions regarding this requirement, please contact the Enforcement Section at 904232 -3697. 1. Department of the Army Permit Number. 2. Permittee Information: Name Address 3. Project Site Identification: Physical foraBonfaddress 4- As -Built Certification: I hereby certify that the authorized work, including any mitigation required by Special Conditions to the permit, has been accomplished in accordance with the Department of the Army permit with any deviations noted below_ This determination is based upon on- site observation, scheduled and conducted by me or by a project representative under my direct supervision. I have enclosed one set of as -built engineering drawings. Signature of Engine -,a. Name (Please types) (r--I_ PR or VI) Reg Nu nber - Company Name Address City Slain ZIP (Affix Seal) Date Telephone Number 2 Packet Page -821- 6/12/2012 Item ; _. SAJ- 1997- 2362(IP -HWB) Marco Island Executive Airport Deviations from the approved permit drawings and special conditions: (attach additional .pages if necessary) 3 Packet Page -822- P 6/12/2012 Item 'E i 21. Engineering Checklists —1 Copy Packet Page -823- - -112/20 1 2 Item. Engineering /Stormwater Standard Minimum Checklist I hereby rtify that 1 have personally checked the above items. Signa ure of . �feS CPerrt Printed Name Date Updated 1 /152009 Packet Page -824- -- too tt r id Submitted Y N N/A Comment How trash is handled and disposed of? 2. Finished floor elevation must be at least 18" above road or at 100 -year storm elevation. 3. f Provide note stating which entity is responsible for maintenance of water managern ent facilities 4. P.E. Seal is required 5. Provide a copy of SFWMD Permit, permit modification, or waiver 6. Submit ROW permit application number 7. ✓ Excavation permit 8. Provide wheel stop detail 9. Provide handicap striping detail 10 Provide a location map that a total stranger can use to find the site 11 Show existing and proposed utilities 12 Internal roadways & parking aisles must be at 25 yr -72 hour storm stage 13 Parking areas must be at 10yr -24 hour storm stage 14 Show wet season water table elevation on cross sections 15 Minimum road centerline longitudinal grade is 0.3% 16 ✓ Minimum allowable road elevation is 5.5.' NGVD 17 Minimum aisle width for 90 degree parking is 24' 18 Driveway must not be too close to intersection 19 f Detention pond must discharge through a hardened overflow or structure with bleed -down 20 Sideslopes must be a max. 4:1 for slopes over 2 ft. high 2 }I i6K 21 V Interior islands must be curbed 22 A throat length of 30' from EOP to the first parking space is required 23 Stop bar & stop sign shown at exits 24 Erosion control details & access & silt fence location must be shown on separate sheet 25 Submit signed & sealed drain pipe calculations 26 Provide an Engineer's certification that the receiving system/facility has been ins ected. 27 7 Minimum roadway pavement thickness is 1 -1/2" of Type "S" asphalt 28 ✓ Limerock base must extend 6" and subgrade must extend 12" past EOP 29 Provide sidewalk within the R.O.W EXA E 'AD ED To E-D 30 All turn lanes on County roads must use ABC -3 in lieu of limerock & stabilizing 31 New pavement needs to match traveled lane, not shoulder 32 7 Provide handicap ramp curb cut detail 33 Projects must do 25 -year, 72 -hour storm routing. 34 Add note; "The approval of these construction plans does not authorize construction of required improvements which are inconsistent with easement of record" 35 Provide lighting plan (multi - family) 36 Submit Engineer's Estimate of Paving & Drainage cost 37 Submit Paving & Drainage Review & Inspections fees �. 6Q+10 1 ►tpg uAl I hereby rtify that 1 have personally checked the above items. Signa ure of . �feS CPerrt Printed Name Date Updated 1 /152009 Packet Page -824- -- too tt r id 6/12/2012 Item 1 Utilities Standard Minimum Checklist I hereby rtify that t have personally checked the above items. A�D2s GU-r►1r2ME,?- Signa ure of 6E. E. Printed Name Date Updated 1/16/2009 Packet Page -825- wdbA Submitted Y.1 N N/A Comment 1. Submit water and sewer availability letter Ord 2004 -31 Section 7 para 7.1.1 2. Submit FDEP applications Ord 2004 -31 Section 7.2.1 Q CrLAdV Mt�D� 3. V, I Submit cover letter in the engineers report Ord 2004 -31 Section 8.2.3 a thru f 4. V Submit engineers estimated cost of construction Ord 2004 -31, Section 8.2.5 5. Submit review and inspection fees. Ord 200497 Sections F) 7 & G) 7 6. Submit Engineers report Ord 2004 -31 Section 8.2.3 para g. 7. Provide Narrative on system in Engineers Report Ord 2004 -31 Technical Standards, Section 1.2.1 A 8. Provide Chlorine dissapation report in Engineers Report Ord 2004 -31 technical standards Section 1.2.1 B 9. ✓ Provide Hydraulic Design Requirements in Engineers Report Ord 2004 -31 Technical Standards Part 1 section 2.1.2 10 V Submit Force main design showing 2.5' per second velocity Ord 2004 -31 Provide all pump station information in Engineers Report and on detail sheet Ord 2004 -31 8.2.5 h & Technical standards 11 ✓ Part 2 Section 13510 Detail #WW 7 (Pump information, Dimensions, Buoyancy Calculations & transformer location etc. 12 ✓ Engineers Report shall contain capacity in down stream pump station Ord 2004 -31 Technical Standards Part 2 Section 2.1.2 13 Submit ROW permit Ord 2004 -31 Section 8.2.7. 14 Submit FDOT permit Ord2004 -31 Section 8.2.7 15 Submit Fire Control District approval Ord 2004 -31 Section 8.3 16 Submit potable water flows and irrigation flows Ord 2004 -31 Part 4 Section 4 17 v1 Submit Utility Site Master Plan w/ key map Ord 2004 -31 Section 8.2.5 b) 18 Show phase lines if applicable Ord 2004 -31 Section 8.2.5—b) 19 ✓ Note who is to install meter, if 3" or larger by contractor Ord 2004 -31 Technical Standards Part 1 Section 1.6.2 20 Note who is to install service lead and box Ord 2004 -31 Section 8.2.5 d) 21 ✓ Note all inspections required which require 48 hour notice Ord 2004 -31 Section 9.4.2.2 22 Note who will own and maintain the water, wastewater and non - potable irrigation water Ord 2004 -31 Section 8.2.51 23 v1 Note that meter shall be sized by Public Utilities Ord 2004 -31 Section 8.2.5 d 24 Add note at tie in indicating use of gap configuration or TBF at option of the FCD. Ord 2004 -31 Technical Standards Part 1 Section 1.5 and Sections 2 & 3. 25 ✓ Show all temporary and permanent bacterial sample points Ord 2004 -31 Technical Standards Manual Section 2 Subsection 02675 3.4 A 26 Add isolation valves Ord 2004 -31 Technical Standards Part 1 Section 1.2.4 27 Show conduits Ord 2004 -31 Technical Standards Part 1 Section 1.6.1 28 1/ Provide Clean out every 100' Florida Building Code Section 708.3.1 29 Provide pump station grading plan Ord 2004 -31 Section 8.2.5 h) 30 ,/ Use the latest details Ord 2004 -31 Technical Standards Part 3 31 Not.in Collier County franchise area. Submit approval from governing authority 32 Check for Past Due Conveyance on Projects I hereby rtify that t have personally checked the above items. A�D2s GU-r►1r2ME,?- Signa ure of 6E. E. Printed Name Date Updated 1/16/2009 Packet Page -825- wdbA 6/12/2012 Item Engineering Transportation Standard Minimum Checklist I hereby c ify that I have- personally checked the above items. Signathre of Ancl (2S 6 U1i c iUk ,-z Printed Name Date Updated 1/15/2009 Packet Page -826- Submitted Y N N/A Comment 1 • t/ Roadway Improvements 2. ✓ Access Management Considerations 3• Connection spacing/comer clearance 4. Type connection 5. Median Controls 6. Turn Lane Improvements 7. Directional Improvements S. Traffic Circulation 9. Throat length 10 Right —of -way Considerations 11 Existing R/W vs. Ultimate R/W requirements 12 V Sidewalks/bike paths 13 Traffic signals 14 Traffic control considerations 15 V Shared signal responsibilities 16 Location/type of access lighting 17 Signing/striping requirements 18 Interconnection 19 . TIS Requirements 20 ROW Permit required or submit existing ROW permit no 21 A I hereby c ify that I have- personally checked the above items. Signathre of Ancl (2S 6 U1i c iUk ,-z Printed Name Date Updated 1/15/2009 Packet Page -826- 6/12120,412 Item E I .E. 22. Drainage Calculations — 3 Copies Packet Page -827- 6/12/2012 Item 1 Alq COLLIER COUNTY AIRPORT AUTHORITY MARCO ISLAND EXECUTIVE AIRPORT CONSTRUCT TERMINAL APRON EXPANSION AND AUTO PARKING LOT STORMWATER MANAGEMENT REPORT PREPARED BY URS CORPORATION 7650 CORPORATE CENTER DRIVE SUITE 400 MIAMI, FLORIDA 33126 (305)262 -7466 C.A. NO. EB00000002 JUAN C. GARCIA PE #46597 JANUARY 2009 Packet Page -828- _ _ Ile w 6/12/2012 Item 1 i .E. FABLE OF CONTENTS Appendix A: Design Aids Appendix B: FEMA FIRM Map Packet Page -829- Page 1. Introduction ......................................... ............................... 1 2. Design Criteria and Parameters .................. ............................... 1 7 2.1 General ..................................... ............................... 1 2.2 Stormwater Quality Criteria ............. ............................... 1 2.2.1 South Florida Water Management District ...................... 1 3. Hydrologic Modeling Method and Criteria ..... ............................... 2 3.1 General ...................................... ............................... 2 3.2 Hydrologic Modeling ..................... ............................... 2 3.2.1 Rainfall Depth .......................... ............................... 3 3.2.2 Rainfall Distribution ................... ............................... 3 3.2.3 Time of Concentration ................. ............................... 3 Summary of Maximum Water Stages .................. ............................... 4 Water Quality Calculations .............................. ............................... 5 Stage - Storage Calculations .............................. ............................... 6 Floodrouting Analysis ............. . ..... ............................... ............. 7 InputData .................................... ............................... 8 Curve Number Calculations ..... ............................... 9 Infiltration Calculations........... Post - Development Conditions Nodal Diagram .............. 11 Basins...................... ............................... 12 Nodes...................... ............................... 12 Operating Tables ......... ............................... 12 Weirs....................... ............................... 13 Rating Curves ............ ............................... 13 Simulations ............... ............................... 13 Link Connectivity Report .............................. 16 OutputData ............................................................... 17 10 Year — 24 Hour Storm ........ ............................... 18 Basin Summary .......... ............................... 19 Node Maximum Conditions Report .................. 20 Link Maximum Conditions Report ................... 21 Link Minimum Conditions Report ................... 22 25 Year — 72 Hour Storm ........................ . Basin Summary .......... ....... ........................ 24 Node Maximum Conditions Report ................... 25 Link Maximum Conditions Report .................. 26 Link Minimum Conditions Report ................... 27 100 Year — 72 Hour Storm ........... ............................... 28 i Basin Summary .......... ............................... 29 Node Maximum Conditions Report .................. 30 Link Maximum Conditions Report .................. 31 Link Minimum Conditions Report ................... 32 Storm Sewer Calculations ......................................................... 33 Appendix A: Design Aids Appendix B: FEMA FIRM Map Packet Page -829- 6/12/2012 Item 1 INTRODUCTION The Collier County Airport Authority is proposing to convert the existing auto parking lot at the Marco Island Executive Airport into an aircraft apron, and construct a new auto parking lot just west of the aforementioned aircraft apron. This stormwater management report addresses the proposed drainage system required for the new proposed auto parking lot. Stormwater runoff from the proposed parking lot will be collected by two catch basins (S -1 and S -2) which will route the runoff towards the North and into a proposed dry detention pond, where it will be treated for stormwater quality as required by the South Florida Water Management District (SFWMD). The excess runoff will then flow over a weir structure (S -6) into the existing offsite flow channel, where the pre - development stormwater runoff is currently being discharged into. 2 DESIGN CRITERIA AND PARAMETERS 2.9 General The following section outlines the federal, state and local stormwater quality criteria applicable to the proposed improvements for the Marco Island Executive Airport. This section also outlines the permitting requirements for the Project. The criteria and parameters summarized in this section are derived from the applicable published regulations, permit design manuals and design standards. 2.2 Stormwater Quality Criteria The South Florida Water Management District (SFWMD) has jurisdiction over the stormwater quality criteria for the subject project. The following section summarizes the requirements: 2.2.1 South Florida Water Management District The SFWMD requires that all projects meet state water quality standards, as set forth in Chapter 17 -302, Florida Administrative Code (FAC). To assure that these criteria are met, the Project must meet the following volumetric retention /detention requirements, as describe in the SFWMD Permit Volume IV: 1. For wet detention systems, the first inch of runoff from the project or the total runoff from 2.5 inches times the percent impervious, whichever is greater, must be detained on -site. A wet detention system is a system that maintains the control elevation below one foot from the seasonal high I Packet Page -830- i i I 6/12/2012 Item `i ..`. groundwater elevation (= elevation 1.70) and does not bleed -down more than one -half inch of detention volume in 24 hours. 2. Dry detention systems must only provide 75 percent of the required wet detention volume. Dry detention systems must maintain the control elevation at least one foot above the seasonal high groundwater elevation. 3. Retention systems must only provide 50 percent of the wet detention volume. 4. For projects with more than 50 percent of imperviousness, discharge to the receiving water bodies must be made though baffles, skimmers, or other mechanisms suitable of preventing oil and grease from discharging to / or from the retention / detention areas. 5. For design storm events of a 25 year return frequency or greater, soil infiltration or exfiltration will not be allowed to be considered in a floodrouting analysis. 3 HYDROLOGIC / HYDRAULIC MODELING METHOD AND CRITERIA 3.1 General AdICPR is a powerful stormwater management analysis and design tool developed by Streamline Technologies, Inc. AdICPR is a hydrodynamic model that simulates hydrologic and hydraulic conditions using conveyance features such as basins, nodes, and links. The Advanced Interconnected Pond Routing (AdICPR) computer model (Version 3.02) was used to design the proposed stormwater management systems. The AdICPR computer model simulates hydrologic and hydraulic conditions by generating runoff hydrographs and dynamically routing these hydrographs through diverging, looped, and /or bifurcated stormwater management systems. In AdICPR, the stormwater management system is divided into a network of nodes or junctions and links or reaches. A node is a discrete location in the drainage system where runoff enters the system and conservation of mass or continuity is maintained. The hydrologic conditions within the stormwater management system are modeled by nodes. Links represent connections between nodes and are used to transfer or convey stormwater runoff through the system. The links are used to model the hydraulic response of the system for a defined hydrologic condition. 3.2 Hydrologic Modeling a Packet Page -831- 6111 2/2012 Itern 1 ICPR uses three methods for generating stormwater runoff hydrographs: the Soils Conservation Service (SCS) unit hydrograph method, Santa Barbara Urban Hydrograph (SBUH) method and kinematic overland flow method. For the drainage analysis of the subject project, the SCS method was selected because it is the most suitable method for the size of the drainage areas, land use, soil condition and regional location. This method generates runoff hydrographs using the following hydrologic parameters: 1. Basin areas; 2. Curve numbers (CN); 3. Rainfall precipitation; 4. Rainfall distribution; 5. Storm duration; 6. Time of concentration (TOC). 3.2.1 Rainfall Depth The following design storm events were simulated in AdICPR: 10 year- 24 hour (Rainfall Depth= 7.00 inches) • 25 year - 72 hour (Rainfall Depth = 12.50 inches) • 100 year- 72 hour (Rainfall Depth= 16.00 inches) 3.2.2 Rainfallsistr6Ltion The design rainfall distribution defines how the mass rainfall is distributed throughout the storm event. The SFWMD distribution was used for the 72 hour duration storms, and the SCS Type II (Florida Modified) distribution was used for the 24 hour duration storm. 3.2.3 Time of Concentration (TOC) The drainage basin TOC is the time for a drop of water to reach the basin discharge point from the most hydraulically remote point in the basin. The pre- development and post- development conditions drainage basins of the proposed parking lot are relatively small and highly impervious. These basins are presumed to have a TOC less than 10 minutes. Therefore, a TOC of 10 minutes was assumed for all basins where the majority of runoff occurs via overland flow. 3 Packet Page -832- 6/12/2012 Item ' I.E. SUMMARY OF MAXIMUM WATER STAGES 10 YEAR - 24 HOUR STORM: 3.425 25 YEAR - 72 HOUR STORM: 3.936 100 YEAR - 72 HOUR STORM: 4.018 Packet Page -833- 6/12/2012 Item URS CORP. Made by: 1CG Date: 1/5/2009 Checked by: Time: S:00 AM MARCO ISLAND AIRPORT (DRY DETENTION POND) Total Drainage Area - 0.945 acres. Impervious Area = 0.649 acres. (C = 0.95 ) Pervious Area - 0.296 acres. (C = 0.25 ) WET - DETENTION TREATMENT VOLUME = 2.5" x %impervious AREA or I" x At 2.50 inch VOLUME — 0.14 ac.-fl. or 0.017 1 inch VOLUME= 0.08 ac. -ft. or 0.010 WET- DETENTION VOLUMXtrmt = 0.14 ac.-ft. or 0.017 DRY - DETENTION VOLUMEtrmt= WET - DETENTION VOLUME x DRY - DETENTION VOLUMEtrmt = 0.10 ac.-ft. or 0.013 RETENTION VOLUMEtrmt= WET - DETENTION VOLUME x RETENTION VOLUMEtrmt = 0.07 ac.-ft. or 0.008 TREATMENT VOLUME REQUIRED- 5 Packet Page -834- EAtotal hectare - meters. hectare - meters. hectare - meters. 75.00% hectare - meters. 50.00% hectare - meters. 6/12/2012 Item 1 STAGE - STORAGE CALCULATIONS ELEVATION AREA (ACRES) TOTAL STORAGE VOLUME (AC.-FT.) STORAGE VOLUME ABOVE IVT EL. OF 1.70 (AC -FT.) 1.00 0.000505 0.00000 0.00000 1.50 0.001452 0.00049 0.00000 2.00 0.002771 0.00155 0.00063 2.49 0.004450 0.00331 0.00240 2.50 0.066916 1 0.00367 1 0.00276 3.00 0.076524 0.03953 1 7.03862 3.50 0.086668 0.08033 0.07941 4.00 0.097010 0.12625 0.12533 REQUIRED WATER QUALITY TREATMENT VOLUME = 0.10 AC.-FT. WEIR ELEVATION = 3.81 PROVIDED WATER QUALITY TREATMENT VOLUME = 0.11 AC. -FT. 6 Packet Page -835- 6/12/2012 stern I FLOODROUTING ANALYSIS 6/12/2012 Item 1' .E. INPUT DATA 8 Packet Page -837- 6/12/20'12 Item `'.�E. CURVE NUMBER CALCULATIONS (POST-DEVELOPMENT CONDITIONS) mim Packet Page -838- 6/12/20 12 Item .1 1. INFILTRATION CALCULATIONS BASIN: POND INFILTRATION RATE (FT /DAY): 0.76 STAGE TOTAL POND AREA (ACRES) EFFECTIVE POND AREA (ACRES) INFILTRATION RATE (CFS 1.700 0.001980 0.000000 0.00000 2.000 0.002771 0.000791 0.00030 2.490 0.004450 0.002470 0.00095 2.500 0.066916 0.064936 0.02488 3.000 0.076524 0.074544 0.02856 3.500 0.086668 0.084688 0.03245 4.000 0.097010 0.095030 0.03641 10 Packet Page -839- r, k CORF LINK CORF RC -POND I RATIh WEIR VERT. TYPE HOF S-6 - X ORIFICE FREAD EQUATION I - 6/12/2012 Item 1.�. l�wEia�egfl Weir Link With (Weir Elevation) R�POND --fl Rating Curve Link MARCO ISLAND AIRPORT NODAL DIAGRAM POST - D6YELOPMBNT CONDITIONS Packet Page -840- LEGEND: AM Contributing Basin n.MAC Basin Name c►krs.,s Basin Area Curve Number ONode Name Boundary Node l�wEia�egfl Weir Link With (Weir Elevation) R�POND --fl Rating Curve Link MARCO ISLAND AIRPORT NODAL DIAGRAM POST - D6YELOPMBNT CONDITIONS Packet Page -840- MARCO ISLAND EXECUTIVE AIRPORT POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS INPUT REPORT - --- Basins--- - ---- - __- e- ----- - ------ - - ---- --- ------------ Name: AREA Node: POND Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.945 Time Shift(hrs): 0.00 Curve Number: 78.15 Max Allowable Q(cfs): 999999.000 DCIA(R): 0.00 a---- _- e- «- a-- a--- --- --- . -_--------------------s------_o-w-------- sea---- se - - -= -- Nodes--------------------- - ----- --- - - -a_ ___ -__ -- Name: GROUND Base Flow(cfs): 0.000 Init Stage(ft): 1.100 Group: BASE Warn Stage(ft): 99.000 Type: Time /Stage Time(hrs) Stage(ft) --------------- --- ------------ 0.00 1.700 24.00 1.700 48.00 1.700 60.00 1.700 72.00 1.700 96.00 1.700 100.00 1.700 ----------------------------------------------------- Name: OUTFALL Base Flow(cfs): 0.000 Group: BASE Type: Time /Stage Time(hrs) Stage(ft) ----- ------ --------------- 0.00 1.700 24.00 1.700 48.00 1.700 60.00 1.700 72.00 1.7D0 96.00 1.700 100.00 1.700 ------------------------------------------------ Name: POND Base Flow(cfs): 0.000 Group: BASE Type: Stage /Area Snit Stage(ft): 1.700 Warn Stage(ft): 99.000 --------------------------- Init Stage(ft): 1.700 Warn Stage(ft): 4.000 Stage(ft) Area(ac) ----------- ---- - --- --------- -- 1.000 0.0005 1.500 0.0015 2.000 0.0028 2.490 0.0045 2.500 0.0669 3.000 0.0765 3.500 0.0867 4.000 0.0970 - --- Operating Tables -°_ =_ _---- __ --- ___- _-- --- a- --------------- - - - - - -- ---- - --- -- .ese s«---------------------sa»----s_ -------------------- - ----- -- - ---------- -- - - - --- Name: OT -POND Group: BASE Type: Rating Curve Function: US Stage vs. Discharge Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. /Z Packet Page -841- 6/1212012 Item 1 `.._. Pagel of 4 MARCO ISLAND EXECUTIVE AIRPORT POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS INPUT REPORT US Stage(ft) Discharge(cfs) --- ---- ----- --- --------------- 1.700 0.00 2.000 0.00 2.490 0.00 2.500 0.02 3.000 0.03 3.500 0.03 4.000 0.04 .___ Weirs .. - --- _ __ m_— _ --__...~ . a _ - --- .._ __. .. .__— .. .............. ----------------------------- _._.. Name: ORIFICE From Node: POND Group: BASE To Node: OUTFALL Flow: Both Count: 1 Type: Vertical: Fread Geometry: Circular Span(in): 6.00 Rise(in): 6.00 Invert(ft): 1.500 Control Elevation(ft): 1.500 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 -- ------ Name: S -6 From Node: POND Group: BASE To Node: OUTFALL Flow: Both Count: 1 Type: Horizontal Geometry: Rectangular Span(in): 54.00 Rise(in): 36.00 Invert(ft): 3.810 Control Elevation(ft): 3.810 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.130 Orifice Discharge Coef: 0.600 66 °a °------ —._. --- -- ----- --------- ----------------- __._ Rating Curves W_-° _ ° ----------- .. ------- v__— __.. ---------- Name: RC -POND From Node: POND Count: 1 Group: BASE To Node: GROUND Flow: None TABLE ELEV ON(ft) ELEV OFF(ft) $1: OT -POND 1.710 0.000 #2: 0.000 0.000 13: 0.000 0.000 #4: 0.000 0.000 MUST BE TURNED OFF FOR 25 YEAR AND 100 YEAR STORMS --- _ ----- — ----- —_--- --- — --- r ------------ ° ° ° ° °-- ° °__ --------------- _ Hydrology Simulations --------- 4 ----- — ___. --- — ------------ ------------- — __---- Name: IOOYR72HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \100YR72HR.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 16.00 Time(hrs) Print Inc(min) - -------- - ----- --------------- 100.000 5.00 ------------------------------------------------------------------------ Name: IOYR24HR Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. 13 Packet Page -842- :.IMAM 6/12/2012 Item( Page 2 of 4 MARCO ISLAND EXECUTIVE AIRPORT. POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS INPUT REPORT Filename: C: \FLOODROUTING DATA \MARCO ISLAND\ I OYR24HR. R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 7.00 Time(hrs) Print Inc(min) --------------- -- ------------- 48.000 5.00 ------------------------------------------------------------------------- Name: 25YR72HR - Filename: C: \FLOODROUTING DATA \MARCO ISLAND \25YR72HR.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 12.50 Time(hrs) Print Inc(min) ------------ --- --- --------- --- 100.000 5.00 - - ----- --- - -- - - -- - - - Routing Simulations = - --------------- ------ - - ---- -- Name: IOOYR72HR Hydrology Sim: 100YR72HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \100YR72HR.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.1000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: 100 YEAR - 72 HOUR STORM Time(hrs) Print Inc(min) -- - - - --------- -- ---- -- ---- --- 100.000 5.000 Group Run --------------- ----- BASE Yes Name: IOYR24HR Hydrology Sim: 10YR24HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \10YR24HR.132 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 48.00 Min Calc Time(sec): 0.1000 Max Calc Time(sec): 10.0000 Boundary Stages: Boundary Flows: 10 YEAR - 24 HOUR STORM Time(hrs) Print Inc(min) ------- -- -- -- -- --------------- 48.000 5.000 Group Run ----- ---------- ----- BASE Yes - ---Name: 25YR72HR Hydrology Sim: 25YR72HR Filename: C: \FLOODROUTING DATA \MARCO ISLAND \25YR72HR.I32 Execute: Yes Restart: No Patch: No Alternative: No Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. 11- Packet Page -843- 6/12112012 Item 1'.E. Page 3 of 4 MARCO ISLAND EXECUTIVE AIRPORT POST- DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS INPUT REPORT Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs) : 100.00 Min Cale Time(sec): 0.1000 Max Cale Time(sec): 10.0000 Boundary Stages: Boundary Flows: 25 YEAR - 72 HOUR STORM Time(hrs) Print Inc(min) --------------- --------------- 100.000 5.000 Group Run ------ -- ------- ----- BASE Yes .... Boundary Conditions . a....-- -------- —... .r.--- ----------------- --- Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. 15 Packet Page -844- 6/12/2012 Item ". -. Page 4 of 4 16 Packet Page -845- 6/12/2 012 Item r7 0 F U F b N O O 0 a U N 'D O V M O b 0 a G ❑N d m U .b U qN q O U N _N C. w 0 a C O U 4 L L 01 D O O O = m in z O ti N � Y d E O N O > N N ' N N ,0 F a0 N L N ti E U G N F C (� Y U aFti�y oai w wz a� \ K OU F z F 4ri OF, u > w F G a y W U D zwaz oYO2 N W80 m O.. ❑ O Y N Y FIa+, N 20 a N NC' u_° �a Y N 1 v aao y o a�z z w� o F F a F 000 _1 v o 0 v z o 000 z mwa E 0 GN. a www o aaa � mmm J N w b M q uNz Z fu 0 M � a u O 5 16 Packet Page -845- 6/12/2 012 Item r7 0 F U F b N O O 0 a U N 'D O V M O b 0 a G ❑N d m U .b U qN q O U N _N C. w 0 a 6/12/2012 Item OUTPUT DATA 17 Packet Page -846- 6/1212012 Item 10 YEAR - 24 HOUR STORM i8 Packet Page -847- MARCO ISLAND EXECUTIVE AIRPORT POST- DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS BASIN SUMMARY REPORT (10 YEAR - 24 HOUR STORM) Basin Name: AREA Group Name: BASE Simulation: 10YR24HR Node Name: POND Basin Type: SCS Unit Hydrograph Unit Hydrogr&IX: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 7.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift fhrs): 0.00 Area (ac): 0.945 Vol of Unit Hyd (in): 1.000 Curve Number: 78.150 DCIA ($)z 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 2.989 { Runoff Volume (in): 4.490 Runoff Volume (ft3): 15401.228 6/12/2012 Item ' . Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of 1 Packet Page -848- 1 � mOW OON +� O O .; 7 O E O N O o Ni ••� H t F W O O N Y N X P AO E •� i O W M N O W � H a 3 a N N m E O N N N O •ti ^1 G F w N N N % H A F F T O y O dz �� W lON 000 0 w a+ o ~ F H a o Q W w O z X H 0 Mz PC me, 000 U 4 F O H �z0Zx .'i mW °0000 x EOn au o00 WaFU GN •, ' ZOp tqiG 000 j >0p S L3 E4 rna.v 000 a c tnw 000 000 10 0 3 mrn z aO�W OON V m ti M 7 aa» ooN E P w o O N at X s O 5S,'S +i P PP • J.1 N N N a asx H >+N N rN O O O .) d L7 W L7 O Q Q Q 1-i m t0 m E M.3 z° N O Q O z owa 4 F O O Packet Page -849- 6/12112012 Item 1 i.�. w a O pO H N CO b N O O N 0.i U v �0 F 0o O b 0 a I a U "Cl a� U �O O U 4d N 4 i Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. . ZI Packet Page -850- Page I of 1 00W." 6/12/20 ? item ` MARCO ISLAND EXECUTIVE AIRPORT POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS LINK MAXIMUM CONDITIONS REPORT (10 YEAR - 24 HOUR STORM) -- Name Group Simulation Max Time Max Max Flow Flow Delta Max Time US Max Max Time Max Q Stage US Stage DS Stage DS Stage hrs Cfs Cfs hrs ft hrs ft ORIFICE BASE 10YR24HR 12.55 1.223 0.007 12.55 3.425 0.00 1.700 RC -POND BASE IOYR24HR 12.55 0.032 -0.010 12.55 3.425 0.00 1.700 S -6 BASE 10YR24HR 0.00 0.000 0.000 12.55 3.425 0.00 1.700 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. . ZI Packet Page -850- Page I of 1 00W." Name Group ORIFICE BASE RC -POND BASE S -6 BASE 61112/2012 Item 1 MARCO ISLAND EXECUTIVE AIRPORT POST- DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS LINK MINIMUM CONDITIONS REPORT (10 YEAR - 24 HOUR STORM) Min Time Min Min Min Time Min Min Time Min Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs CfS CfS hrs ft ft ft 10YR24HR 25.00 -0.000 0.000 25.00 1.700 0.00 1.700 10YR24HR 0.00 0.000 0.000 25.00 1.700 0.00 1.700 IOYR24HR 0.00 0.000 0.000 25.00 1.700 0.00 1.700 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. 2 >_ Packet Page -851- Page I of 1 6/12/2012 Item v 25 YEAR -- 72 HOUR STORM L3 Packet Page -852- MARCO ISLAND EXECUTIVE AIRPORT POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS BASIN SUMMARY REPORT (25 YEAR - 72 HOUR STORM) Basin Name: AREA Group Name: BASE Simulation: 25YR72HR Node Name: POND Basin Type: SCS Unit Hydrograph Unit Hydrograph:. Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 12.500 Storm Duration (hrs): 72.00 Status: Onsite Time of Cone (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 0.995 Vol of Unit Hyd (in): 1.000 Curve Number: 76.150 DCIA (t): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 9.85B Runoff Volume (in): 9.672 Runoff Volume (ft3): 33176.252 6/12/2012 Item `1.`. Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1 Z.+ Packet Page -853- X 2 0 ro O w � H U w Y O aN 3M E O W N w L X 7 roo X i N roOW w C r C 3 » E O W F W C X 1--i ro F F £ 0 m W N N �� aHfJJO P4 7 W w Oa.mm x mz z ro Ue M o x ro d � aw 4] u R1 dF OVr Dm oao£i X i o H Q H 00y'" G rnw .+ m rSV5 m�aN HIn Ta o S z xmY ro UW S io L U) 0l W N E rn� •M ip t h u m c 0 Y ro 0 •.Ei m 0. u v 6 M Don oo. ooe Dom 0 o H O O O o m o O a e O e m one oeo O H o O O O I O O m v 000 oo�n 0 0 0 000 000 000 coo 000 rna 00. 00, -.+n O O b oo.+ O O O aaa xxx N N N rrr C4 cc a�Na. N N N mmm aaa mmm 0 7 O nao d F w U a O ZS" Packet Page -854- 6/12/2012 Item w R a V O O U E-� N O d N Ri a U b 0 Q 0 b Q O a v G R N .Q U u U V O U N O Q H 6/1212012 Item 1 1 MARCO ISLAND EXECUTIVE AIRPORT POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS LINK MAXIMUM CONDITIONS REPORT (25 YEAR - 72 HOUR STORM) Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta 0 US Stage US Stage DS Stage DS Stage hrs CfS Cfs hrs ft hrs ft ORIFICE BASE 25YR72HR 60.16 1.397 -0.005 60.16 3.936 0.00 1.700 RC -POND BASE 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 S -6 ;•BASE 25YR72HR 60.16 2.096 0.052 60.16 3.936 0.00 1.700 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. L. C. Packet Page -855- Page 1 of 1 6/12/2012 Item, L MARCO ISLAND EXECUTIVE AIRPORT POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS LINK MINIMUM CONDITIONS REPORT (25 YEAR - 72 HOUR STORMS Min Time Min Min Min Time Min Min Time Min Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs Cfs Cfs hrs ft ft ft ORIFICE BASE 25YR72HR 10.09 -0.000 0.000 10.09 1.700 0.00 1.700 RC -POND BASE 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 S -6 BASE 25YR72HR 0.00 0.000 0.000 10.09 1.700 0.00 1.700 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of i L7 Packet Page -856- 6/12/2012 Item E I.E. { 100 YEAR - 72 HOUR STORM Packet Page -857- 6/112/2012 Item " . -. MARCO ISLAND EXECUTIVE AIRPORT POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS BASIN SUMMARY REPORT (100 YEAR - 72 HOUR STORM) Basin Name: AREA Group Name: BASE Simulation: 100YR72HR Node Name: POND Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 rr Peaking Fatb;: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 16.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 0.945 Vol of Unit Hyd (in): 1.000 Curve Number: 78.150 DCIA (t): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 6.380 Runoff Volume (in): 13.069 Runoff Volume (ft3): 44831.205 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. i9 Packet Page -858- Page 1 of 1 W_ rk 3C) Packet Page -859- 6/12/2012 Item 1,G a+ D4 5 O F+ d N O O N R: U b O co O a R 5� Fi rr i U b i U 5N A O U N N C Xxo 00M mow V 0ow o o n 0 0 0 W 3 m o o m 4 O H ..1 F O O O F W L o 0 0 O x� x 3 w o m m -+ ro ow Omer+ O m c'+ w C N O 9999 "? ou EH -i L F W O O O X N ro W K 0 O y O— a 0 a W ro N H v y O O v raiFHaO Co a Q m N ❑ you x ro >y N U N 0 E. o +p y y 0 0 0 `a z X£ H O y y O O O p�p y pG x ro OOO KWON tTd a� 000 .0104 " o ..Ci m w Oo 00 °o L4 0"' N rn m 3 Z Zrow 900 Y aarm oom N T H +roF O O O F+� N 000 x ro s e aaa o xxx ' m aaa 7 Y Y Y O O O E 900 O W W W o aaa H m m m m 0ao y Oww K F U 0 O 3C) Packet Page -859- 6/12/2012 Item 1,G a+ D4 5 O F+ d N O O N R: U b O co O a R 5� Fi rr i U b i U 5N A O U N N C 611212012' Item 1'.7. Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc �i Packet Page -860- Page 1 of 1 MARCO ISLAND EXECUTIVE AIRPORT POST- DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS LINK MAXIMUM CONDITIONS REPORT (100 YEAR - 72 HOUR STORM) Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta 0 US Stage US Stage DS Stage DS Stage hrs Cfs cfs hrs ft hrs ft ORIFICE BASE 100YR72HR 60.08 1.423 -0.004 60.08 4.018 0.00 1.700 RC -POND BASE 100YR12HR O.OD 0.000 0.000 0.00 0.000 0.00 0.000 S -6 BASE ..100YR72HR 60.08 4.460 0.074 60.08 4.018 0.00 1.700 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc �i Packet Page -860- Page 1 of 1 6/12/2012 Item ` i MARCO ISLAND EXECUTIVE AIRPORT POST - DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS LINK MINIMUM CONDITIONS REPORT (100 YEAR - 72 HOUR STORM) Min Time Min Min Min Time Min Min Time Min Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft ft ft ORIFICE SASE IOOYR72HR 7.87 -0.000 0.000 7.87 1.700 0.00 1.700 RC -POND BASE 100YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 S -6 BASE IOOYR72HR 0.00 0.000 0.000 7.87 1.700 0.00 1.700 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. 32- Packet Page -861- Page 1 of 1 PROJECT NO.: ROA[rY: COLLIER BY: J.C.G. 6/12/2012 Item 1 'I.E7. SHEET NO. 1 OF I STR. NO. UPPER LOWER TYPE OF STR. TYPE OF LINE LENGTH (FT) DRAINAGE AREA ACRES ',RAD. TIME ICAL OF Wy—S CONC. (MIN.) iPE VELOCITY (FTISEC) NOTES iZONE 8 FREQUENCY 10 YR. C= 0.95 SUB TOTAL (CA) in= 0.012 RCP C= 0.00 n= 0.020 CAP C= 0.25 r, V INCRE MENT I TOTAL REMARKS S-1 I a I 139 0.286 0.286 0.272 10 1 10.00170-1 1 0.43 K = 0.00 CUD= 1.00 0.000 -T- 1 0.000 0.0-00 MISC. HE LOSS = 0.00 AD 33 Packet Page -862- rk !l, A i V 4 r, V 33 Packet Page -862- rk 6/12/2012 Item I I APPENDIX A DESIGN AIDS Packet Page -863- FIGURE C -4. 1 -DAY RAINFALL: 10 -YEAR RETURN PERIOD C -6 6/12/2012 Item 1, Packet Page -864- J WA ANDO l s f ,��N L.AIV orrrelorr 6/12/2012 Item 1'i.c. A T L A N T I C 0 C E A X el 10 FT. PIERCE ID 11 i2 135TUART JUPITER 13 WEST PALM BEACH W • L � f • v. r ✓w FIGURE C -8. 3 -DAY RAINFALL: 25 -YEAR RETURN PERIOD C-10 Packet Page -865- FIGURE C -9. 3 -DAY RAINFALL: 100 -YEAR RETURN PERIOD C -11 6/12/2012 Item Packet Page -866- 6/12/20'12 Item 1'.E. VOLUME iME P— PROCEDURES Florida Department of Transportation Drainage Manual 625-040-205 -a Page 72 of 98 ��i Eol o j o �e� g ¢ ■ F Z O W CD Cts 0 Z v U ♦ c C/ A v Y L 1. o £ s I ca of4i�OioJ •4 "� J a�h,wb^ � Q.. O e Lp! r J Y U- Y M rr VVV y Ct�,, D � V C u 4 D i Cr E���`�r• m LL i O S 3 rn ¢ C C O ,J co .Q •U r � D_ W O cc 3 N C ._ O LL. N Packet Page -867- 6/12;2012 Item [ 1.E_. 625 - 040 -205 -a Page 50 of 98 Table 5 -5 RUNOFF COEFFICIENTS FOR A DESIGN STORM RETURN PERIOD OF 10 YEARS OR LESS gnR299b /06b Packet Page -869- Sandy Soils Clay Soils Slope Land Use Min. Max. Min. Max. Flat Woodlands b 0.10 0.15 0.15. 0.20 (0 -2 %) Pasture, grass, and farmland 0.15 0.20 0.20 0.25 Rooftops and pavement 0.95 0.95 0.95 0.95 Pervious pavements 0.75 0.95 0.90 0.95 SFR: � -acre lots and larger 0.30 0.35 0.35 0.45 Smaller lots 0.35 0.45 0.40 0.50 Duplexes 0.35 0.45 0.40 0.50 MFR: Apartments, townhouses, and condominiums 0.45 0.60 0.50 0.70 Commercial and Industrial 0.50 0.95 0.50 0.95 Rolling Woodlands b 0.15 0.20 0.20 0.25 (2 -7%) Pasture, grass, and farmland 0.20 0.25 0.25 0.30 Rooftops and pavement 0.95 0.95 0.95 0.95 Pervious pavements 0.80 0.95 0.90 0.95 SFR: � -acre lots and larger 0.35 0.50 0.40 0.55 Smaller lots 0.40 0.55 0.45 0.60 Duplexes 0.40 0.55 0.45 0.60 MFR: Apartments, townhouses, and condominiums 0.50 0.70 ' 0.60 0.80 Commercial and Industrial 0.50 0.95 0.60 0.95 Steep Woodlands b 0.20 0.25 0.25 0.30 (7%+) Pasture, grass, and farmland 0.25 0.35 6.30 0.40 Rooftops and pavement 0.95 0.95 0.95 0.95 Pervious pavementsc 0.85 0.95 0.90 0.95 SFR: h -acre lots and larger 0.40 0.55 0.50 0.65 Smaller lots 0.45 0.60 0.55 0.70 Duplexes 0.45 0.60 0.55 0.70 MFR: Apartments, townhouses, and condominiums 0.60 0.75 0.65 0.85 Commercial and Industrial 0.60 0.95 0.65 0.95 aWeighted coefficient based on percentage of impervious surfaces and green areas must be selected for each site. bCoefficients assume good ground cover and conservation treatment. Depends on dep'th.and degree of permeability of underlying strata. Note: SFR = Single Family Residential MFR = Multi - Family Residential gnR299b /06b Packet Page -869- 6/12/2012 item 625- 040 -205 -a Page 52 of 98 Table 5 -7 DEFINITIONS OF FOUR SCS HYDROLOGIC SOIL GROUPS Hydrologic -' Soil_Grouo ____________ _____Definition____ A Low .Runoff Potential Soils having high infiltration rates even when thoroughly wetted, consisting chiefly of deep, well -to- excessively- drained sands or gravels. These soils have a high rate of water transmission. B Moderately Low Runoff Potential Soils having moderate infiltration rates when thoroughly wetted and consisting chiefly of moderately deep to deep, moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission.. C Moderately Hioh Runoff Potential Soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedes downward movement of water, soils with moderate fine to fine texture, or soils with moderate water tables. These soils have a slow rate of water transmission. D Hioh Runoff Potential Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay.soils with high swelling potential, soils with a permanent high water table, soils with a clay pan or clay_ layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. Reference: USDA, SCS, NEH -4 (1972). gnR2996/06d Packet Page -870- 6112/2012 Item 1 I.E. 625-040 -205 -a Page 53 of 98 Table 5 -8 SCS RUNOFF CURVE NUMBERS FOR SELECTED AGRICULTURAL, SUBURBAN, AND URBAN LAND USE Hydrologic Soil Group Land Use Description A B C D Cultivated Landa: 72 81 88 91 Without conservation treatment 71 78 81 With conservation treatment 62 Pasture or range land: 68 79 86 89 -r Poor condition 39 61 74 80 Good condition Meadow: good condition 30 58 71 78 Wood or Forest Land: 45 66 77 83 Thin standb poor cover, no mulch 25 55 70 77 Good cover -, Open Spaces, Lawns, Parks, Golf Courses, Cemeteries: Good condition: grass cover on 75% or more of the area 39 61 74 80 84 Fair condition: grass cover on 50% to 75% of the area 49 69 79 Poor condition: grass cover on 50% or less of the area 68 79 86 89 Commercial aqd Business Areas (85% impervious) 89 92 94 95 Industrial Districts (72% impervious) 81 88 91 93 Residentialc:' d Average lot size Average % Impervious 1/8 acre or'less 65 77 85 90 92 1/4 acre 38 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre 20 51 68 79 84 Paved Parking Lots, Roofs, Drivewayse: 98 98 98 98 Streets and Roads: e 98 98 98 98 Paved with curbs and storm sewers Gravel 76 85 89 91 Dirt 72 82 87 89 Paved with open ditches 83 89 92 93 Newly graded area (no vegetation es tablished)f 77 86 91 94 aFor a more detailed description of agricultural land use curve numbers, refer to Table 5 -9. bGood cover is protected from grazing and litter and brush cover soil. cCurve numbers are computed assuming the runoff from the house and driveway is directed toward the street with a minimum of roof water directed to lawns where additional infiltration could occur. dThe remaining pervious areas (lawn) are considered to be in good pasture condition for these curve numbers. ein some warmer climates of the country, a curve number of 96 may be used. fUse fo; 'temporary conditions during grading and construction. E Note: These values are for Antecedent Moisture Condition II, and I = 0.2S. Reference: USDA, SCS, TR -55 (1984).. gnR299b /06e Packet Page -871- 6/12/2012 lter;� 11.1. APPENDIX B FEMA FIRM MAP Ift rh Packet Page -872- SHOWN ON 0067 0802 i i 6/12/2012 Item 1 1 .`. APPROXIMATE SCALE IN FEET 2000 0 2000 NATIONAL FLOOD INSURAbCE P FIRM FLOOD INSURANCE RA "MAP y COLLIE `.' ,..'NTY, FLORIDA (UNINCOED AREAS) w � M. PANEL gifts, ` (SEE MAP INDEX FOR PANELS NOT PRINTED) �`tqqFY �St —NOTE - TFHS MAP INCORPORATES APPROXIMATE UNDARIES OF COASTAL BARRIER RE- RCE - TEM UNIT AND/OR OTHER - 4"S E t ED AREAS ESTABLISHED ASTAL BARRIER IMPROVE - T Of'990 (PL 101 -597). 1O41TY —PANEL NUMBER: 120067 0825 E MAP REVISED: AUGUST 3, 1992 Emergency Manager. -writ Agency h This is an olfrcial ropy of a-portion of d,e above referenced Ilood map. it was extracted using F -MR On -Line. This map does not refect Changes i✓..` .'i or amendments which may have been made subsequent to the date on the title dock. For the latest product information about National Flood Insurance ,1 Program food maps check the FEMA Flood Map Store at www.msc.feme.gc Packet Page -873- 6/12/2012 Item 1 e .E. RESOLUTION NO. 12- A RESOLUTION APPROVING PETITION ST- PL2012 -900 REQUESTING A SPECIAL TREATMENT DEVELOPMENT PERMIT TO CONSTRUCT A PARALLEL TAXIWAY AND APRON EXPANSION AT THE MARCO ISLAND EXECUTIVE AIRPORT ON LANDS ADJACENT TO THE AIRPORT AND WITH A ZONING DESIGNATION OF CONSERVATION WITH A SPECIAL TREATMENT OVERLAY (CON -ST) ON PROPERTY LOCATED IN SECTIONS 26 AND 35, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. WHEREAS, the Legislature of the State of Florida in Chapter 125, Florida Statutes, has conferred on Collier County, the power to establish, coordinate and enforce, zoning and such business regulations as necessary for the protection of the public health, safety and welfare; and WHEREAS, the County pursuant thereto has adopted Ordinance 04 -55, as amended, which establishes regulations for the zoning of particular geographic divisions of the County; and WHEREAS, the Board of County Commissioners of Collier County, being the duly elected constituted board of the area hereby affected, has held a hearing in regular session as in said regulations made and provided, and has considered the advisability of allowing the construction of a parallel taxiway-and apron expansion; and WHEREAS, all interested parties have been given opportunity to be heard by this Board in public meeting assembled and the Board having considered all matters presented. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: Petition ST- PL2012 -900 filed by the Collier County Airport Authority is hereby approved for a Special Treatment Development Permit to allow for the impacts as shown on Exhibits "A" and `B" in the Conservation zoning district with Special Treatment Overlay (CON - ST) wherein said property is located. BE IT FURTHER RESOLVED that this Resolution relating to Petition Number ST- PL2012 -900 be recorded in the minutes of this Board. This Resolution adopted after motion, second and majority vote. Marco Island Airport Taxiway ST Permit ST- PL2012 -900 - 4/25/12 Paee I of 2 Packet Page -874- DONE AND ORDERED this ATTEST: DWIGHT E. BROCK, CLERK , Deputy Clerk Approved as to form and legal sufficiency 41hlu day of 6/12/2012 Item i 1.E. 2012. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA FRED W. COYLE, Chairman Heidi Ashton -Cicko Managing Assistant County Attorney Attachments: Exhibit A — SDPA PL2010418 — Cover Sheet and Page C -4 Exhibit B — Map Depicting Area of Impact CP \12- CPS - 01163\2 Marco Island Airport Taxiway ST Permit ST- PL2012 -900 - 4/25/12 Page 2 of 2 Packet Page -875- O a a Q W 7 H (M) W X W D Z a J rjj C 0 CA C* a. Q � Q CL C1 z 0 �Oz L Z W o� a W O V C - Q 0 y H W O J gg �i bk� -- a 0 �Q Q� O oLL 0 C w � YL Q O a z 0.Q y z — �o o liLLI ow J 0 C.) 1 Co Q4e Q G O mm N p C ZZo F- 2 G� O W a a O (A � LL jF L Packet Page -876 - m. 6/12/2012 Item V- a o o Ce jS O i 9 �� ni l W j W a w m �iTi, a � W m pap IR Omgpd�W 0 {Jy�ZY�py+ �m =aa�4C� W LO p Q W ;! J ? 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