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EAC Backup 05/02/2012 Environmental Advisory Council Meeting Backup May 2 , 2012 AGENDA COLLIER COUNTY ENVIRONMENTAL ADVISORY COUNCIL WILL MEET AT 9:00 A.M., WEDNESDAY,MAY 2, 2012 IN THE BOARD OF COUNTY COMMISSIONERS MEETING ROOM, ADMINISTRATION BUILDING, COUNTY GOVERNMENT CENTER, 3299 TAMIAMI TRAIL EAST,NAPLES, FLORIDA I. Call to Order II. Roll Call Ill. Approval of Agenda IV. Approval of April 4, 2012 meeting minutes V. Upcoming Environmental Advisory Council Absences VI. Land Use Petitions A. Marco Island Executive Airport Expansion Special Treatment Permit ST— PL-2012-0900 Section 26, Township 51, Range 26 VII. New Business None VIII. Old Business A. Surface Water Management Business Plan Update —Jerry Kurtz B. Land Development Code Amendments C. Update members on projects IX. Council Member Comments X. Staff Comments XI. Public Comments XII. Adjournment ***** Note that the Environmental Advisory Council (EAC) LDC GMP Subcommittee will meet immediately following the Regular EAC meeting**** Council Members: Please notify Summer Araque (252-6290) or Stephen Lenberger (252- 2915) no later than 5:00 p.m. on Thursday, April 26, 2012 if you cannot attend this meeting or if you have a conflict and will abstain from voting on a petition. General Public: Any person who decides to appeal a decision of this Board will need a record of the proceedings pertaining thereto; and therefore may need to ensure that a verbatim record of proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. 4/24/2012 Collier County , Regional Water Resource {. � . Priority Projects :it ., 4, April 27,2012 ,- 1: -� ' r y', '3 j 1 ,�'ms s ., Presented by: i P` *,, >- l. Vick Casal. r.'- L -4 i < Administrator 7 7 4' '0 +fi.; _ <+:{.&au» p)' �n -Common Project Elements Redirection/Reduction of Surface Water Flow to Naples Bay • WC1lmprovementPriorto Discharge to Receiving Waters • Increase Aquifer Recharge/Public Water Supply Protection Prioritized Initiatives 1. NPDES M54 Permit Compliance 2. Maintenance of Existing County Infrastructure 3. Watershed Plan Initiatives Implementation 4. Collaborative Joint Public Infrastructure Projects z Exwrr Capacity " •Saturated Soils and v k' 5-yrStormEvent p `' r * , ' " •Canals will flow out x of bank in many a a" •areas(Red)when a 5 F ka yr event is exceeded s `—? J } •A 5 yr Storm Event is ` m j �� approximately7.5 a inches of rainfall in 3 days / .pro . 3 1 • 4/24/2012 - Gaiter,Gate ECb2s cans torn Year3Day Sm ?4 v' x#.: a z'. e ...r,� -^-.---, '�t^ A .. n..,, 4 Joint Projects 1. Northern Belle Meade Rehydration 2. Henderson Creek Diversion 3. NGG Estates Flowway Restoration Project 4. 28th Avenue SE Culvert Crossing Over Miller Canal s Go!aen Gate Estate Corrals fors Year3 Day Sbrtn Even[ y �- „9 .£A re' rd `k ai.,... ,.... ,,, .., .,..„.!-.,i'—',.,:t....14g, ,..,.. ,",,-:.g.,,.....7,-,7. -.., ,ea J 2 c 4/24/2012 i,,:% — ern Belle ", d Meade Rehydration • •Potential Golden Gate 2X' Canal Flow Diversion e � �° `' { a. Up to 1,000 Cubic Feet 4 L1 •• '• Per Second(CFS)Away -,. .;'° From Naples Bay.. ,,-.: ra_s Y '' . •One CFS=449 Gallons•� L;,.f I �. gyp i" per Minute '� se ^", _'„-�^- °§rz, •Estimated cost= •, $�,000,000 - n al la •- ,Ya +xr i • ,�-. •Assumes most land is Donated ate W t Y-,,• -, Henderson Creek z.• "�;,� , ; 'rsaae � Diversion "'`• " .; f s •Diversion of 100 g w Cubic Feet N'S k. Second from r ■1 Main Canal !v,"I fi p� •May augment t - �; z � � ` future supply � .� �A needs for Marco "I ,� a -,, Island �g�. 3 � - •Estimated Cost= . '� $6,000,000 -%^fit-,tr-•-�"4 $ ;� %NX.a.�r''v "r e"ffi =rn Golden Gate s a - ' estoration •Yellow Line is Study "C '{ 12T£„ """ Area 1 , ,T^ °4= , x •Redirect Flows !ice"` -€'#i `' Currently Conveyed Y ' to Canals and Naples �'� )t 1 .- �,,-�'` e i - . Bay to Wetlands f ar _ E•Provides Additional }% x• water QuaBty L 9 '' " , Treatment ® •Recharge Aquifers -t " t4f1@ and Pro tect Public `4. ty .i Water Supply t s •Estimated Cost= -"` y-:+ L $2.400,000 )� c- .- •Assumes Land is Donated c" " •� 9 3 4/24/2012 .F1z • iiit}a off slfig �• , •Existing Culverts Are Undersized Restricting Flow South During Critical Storm Events •Contributing to Excessive Canal Levels Upstream •New Culverts Will Contribute to Flow Diversion _�g Away From Naples Bay mss= a do County e ions Well Fields and ,..._._...,.__..__.._..._..<-..J ,, Protection Zones shown in Red J 1 a i � Flowway Restoration oG. Study Area I k 1u t`. North Belle Meade Rehydration Area Collier County Regional Water Resource Priority Projects " ' April 27,2012 ��:' - •: , ; `h T •r' h 3. 'l kai 1 Presented by; NickCasala_. �° �. ti ,> .5 f Growth Ma • ,3.'a.' ' .� \L,- Admtnuxrator 1� '' and. s 4 LDC Amendment 2012 Cycle 1:Amendments for EAC Review and Recommendations Wednesday,May 2,2012-EAC Meeting All LDC Amendments can be found on the Collier County LDC Amendment Website LDC Amendment Author 2.01.03 Essential Services-aviation-CC032112 Ray Bellows 4/25/12 Text underlined is new text to be added. Text strikethrough is current text to be deleted. Bold text indicates a defined term LDC Amendment Request ORIGIN: Growth Management Division AUTHOR: Ray Bellows, Zoning Manager DEPARTMENT: Growth Management Division AMENDMENT CYCLE: 2012 Cycle 1 LDC SECTION(S): 2.01.03 Essential Services CHANGE: The proposed amendment amends subsection;011i 03.B to allow aviation related uses as approved in the September 11, 2001 Memorandum of Understanding between the Collier I. �, 'I,III County Airport Authority and the Environmental Intervener Signatories to the Deltona Settlement Agreement(July 20, 1982), including(The Conservancy tof Southwest Florida,the National Audubon Society, the Florida AudubOrr Society,the Environmental Defense Fund,the Izaak Walton League, Florida Division,the Florida Department of Enviro mental Protection, the South Florida Water Management District,the Florida Department of Community Affairs, The Deltona Corporation, and Collier)County. �fli�l Ili I 1,1 REASON: This LDC amendment is intended!',,tol clarify that aviation related uses are permitted as 'Ipliili " an essential service on the portion of the Marco Island Airport development footprint that is zoned Conservation. The change.will make the zoning;'consistent'''with the Airport Master Plan adopted by the Collier County Growth Management plan per,Policy 11.1 of the Transportation Element. !;I III ICI '' ,(II FISCAL& OPERATIONAL IMPACTS: None. I� ICI ll I�I�IIIi li II Illlo, RELATED CODES(OR REGULATIONS:II None ijI liI I��I� i III II li llli GROWTH IMPACT:PLAN MPACT: None. ' i,l , IIIIIII I I OTHER NOTES/IVERSION DATE: Prepared by Caroline Brigham onI March 14, 2012,March 21, 2012 Amend the LDC as follows:' 1 2.01.03 - Essential Services 2 3 Essential services are hereby defined as services designed and operated to provide 4 water, sewer, gas, telephone, electricity, cable television or communications to the general 5 public by providers which have been approved and authorized according to laws having 6 appropriate jurisdiction, and government facilities. Essential services are allowed in any zoning 7 district subject to the following conditions: 8 A. The following uses shall be deemed permitted uses in all zoning districts, except CON 9 districts, RFMU sending lands, NRPAS, HSAS, and FSAS: 1 I:\LDC Amendment 2012 Cycle 1\Amendment Revisions\Author Revisions\2 01 03 Essential Services_aviation-CC032112.docx Caroline Cilek 4/25/2012 1:34:40 PM Text underlined is new text to be added. Text ctrikethrough is current text to be deleted. Bold text indicates a defined term 1 1. Water lines and sewer lines; 2 2. Natural gas lines, except those associated with oil extraction and related 3 processing operations as defined in this Code and regulated under applicable 4 federal and state law; 5 3. Telephone lines, telephone switching stations, and cable television lines; 6 4. Communication towers, limited to those providing wireless emergency telephone 7 service, subject to all applicable provisions section 5.05.09 of this Code; 8 5. Electrical transmission and distribution lines, substations, and emergency power 9 structures; 10 6. Sewage lift stations and water pumping stations; 11 7. Essential service wells (including extraction facilities and requisite ancillary 12 facilities); 13 8. Any other wells which have been or will be,permitted by the South Florida Water 14 Management District or the Florida Department of Environmental Protection 15 either prior to or subsequent to the effective date of this ordinance, or if the 16 respective well and/or well related facility is otherwise required to be installed or 17 constructed by law. If any proposed well is a Collier County owned well under the 18 permitting jurisdiction of a Florida agency, staff, early in the County's well permit 19 application process, shall post sign(s) at the County's proposed well site(s) and 20 , ,, shall provide written notice that the ounty has applied for a required well permit 21 to property owners within 300 feet of the property lines of the lots or parcels of 22 land on which the applied-for well is being"'sought by the County , including, if 23 applicable, the times,.'and places of the permitting agency's scheduled public 24 hearings; and 25 9. Conservation Collier lands which provide for permitted nondestructive, passive 26 natural resource based recreational and educational activities, exclusive of major 27 improvements. Permitted minor improvements shall be limited to one (1) ground 28 sign, not to exceed eight (8) feet,in height with a maximum sign area of thirty- 29 two (32) square feet; a parking area, not to exceed twenty (20) parking spaces; 30 hiking trails; a fully accessible trail or trail section; educational kiosks not to 31 exceed one hundred' '(100),, square,(feet; and public restroom facilities not to 32 , exceed five hundred (500)'square feet. The provisions for Conservation Collier 11 33 lands in' this Code do not affect the underlying zoning districts or land use 34 designations in any district where Conservation Collier lands are established. 35 , ..,Such that no expansion or diminution of the various zoning district permitted uses 36 is intended or implied by these provisions, except as stated above with respect to 37 minor improvements. Oil and gas exploration as defined and regulated in this 38 Code remains a permitted use on or beneath Conservation Collier lands 39 established in any zoning district providing for oil and gas exploration as a 40 permitted use pursuant to subsection 2.03.09 B.1.a.viii. 41 B. Permitted Essential services IN CON districts, RFMU sending lands, NRPAs, HSAs, 42 and FSAs. 43 1. Within CON districts, Sending Lands in the RFMU district, NRPAs, and within 44 designated Habitat Stewardship Areas (HSA) and Flow way Stewardship Areas 45 (FSA) within the RLSA overlay district subject to the limitations set forth in 46 section 4.08.08 C., the following essential services are permitted: 47 a. Private wells and septic tanks; 48 b. Utility lines, except sewer lines; 49 c. Sewer lines and lift stations, only if located within already cleared portions 50 of existing rights-of-way or easements, and necessary to serve a 51 publicly owned or privately owned central sewer system providing service 52 to urban areas; or the Rural Transition Water and Sewer District, as 2 I:\LDC Amendment 2012 Cycle 11Amendment Revisions Author Revisions\2 01 03 Essential Services_aviation-CC032112.docx Caroline Cilek 4/25/2012 1:34:40 PM Text underlined is new text to be added. ' _.- 's current text to be deleted. Bold text indicates a defined term 1 delineated on the Urban-Rural Fringe Transition Zone Overlay Map in the 2 Future Land-Use Element of the GMP; and, 3 d. Water pumping stations necessary to serve a publicly owned or privately 4 owned central water system providing service to urban areas; or the Rural 5 Transition Water and Sewer District, as delineated on the Urban-Rural 6 Fringe Transition Zone Overlay Map in the Future Land Use Element of 7 the GMP. 8 e. Conservation Collier lands which provide for permitted nondestructive, 9 passive natural resource based recreational and educational activities, 10 exclusive of major improvements. Permitted minor improvements shall be 11 limited to one (1) ground sign, not to exceed eight (8) feet in height with 12 a maximum sign area of thirty-two (32) square feet; a parking area, not to 13 exceed twenty (20) parking spaces; hiking trails; a fully accessible trail or 14 trail section; educational kiosks not,,to,,,exceed one hundred (100) square 15 feet; and public restroom facilities not`;to exceed five hundred (500) p 16 square feet. The provisions for Conservation Collier lands in this Code 17 do not affect the underlying zoning districts' or land use designations in 18 any district where Conservation Collier lands are established, such that 19 no expansion or diminution of the various zoning'distriict permitted uses is 20 intended or implied by these provisions„except as stated above for minor 21 improvements Oil and gas exploration''''as defined and regulated in this 22 Code remalns,i1a',,permitted use" or! or beneath Conservation Collier 23 lands established in the CON zoning district providing for oil and gas 24 exploration as a°permitted use sub ect to subsection 2.03.09 B.1.a.viii. 25 f. Aviation related uses as approved in the'September 11, 2001 26 Memorandum of Understandi ng between the Collier County Airport 27 Authorltv''and the Environmental Intervener Signatories to The Deltona 28 SettlementsAgreementlJuly 20; 1982),' including The Conservancy of 29 Southwest Florida, The'Nati'onal Audubon Society, The Florida Audubon 30 Society, Th e'Environmental Defense Fund, Izaak Walton League, Florida 31 Division;IThe'Florida Department of Environmental Protection, The South 32 I m '�, Florida Water Manageent District, The Florida Department of 33 ! 'I"' Communit'i Affairs, The Deltona Corporation, and Collier County. 34 # #' , # # ''',H1 ' # 1,#, # # # # # # # p pi 3 I:\LDC Amendment 2012 Cycle 1\Amendment Revisions\Author Revisions\2 01 03 Essential Services_aviation-CC032112.docx Caroline Cilek 4/25/2012 1:34:40 PM BrownAraqueSummer From: SchmidtCorby Sent: Wednesday, April 11, 2012 9:51 AM To: BrownAraqueSummer Cc: LenbergerSteve; KendallMarcia Subject: EAR-based GMP Amendments B-4 the EAC Summer, If I haven't already done so, let me inform you that the EAC will not consider the Adoption of EAR-based GMPAs at their July meeting. The schedule for considering these GMPAs has changed, and the EAC is expected to hear the EAR-based GMPAs at their September meeting. Corb Under Florida Law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public records request,do not send electronic mail to this entity.Instead.contact this office by telephone or in writing. 1 Agenda Environmental Advisory Council LDC GMP Subcommittee May 2, 2012 Immediately following Regular Environmental Advisory Council Meeting, which has a start time of 9 am Board of County Commissioners chambers, third floor, Collier County Government Center, 3299 Tamiami Trail East, Naples 1. Welcome 2. Procedures for Subcommittee meetings Agendas Meeting summaries Notice requirements Audiotape 3. Room availability and future meeting dates 4. Election of chairperson and vice chairperson 5. Roundtable discussion on assignments from April 4, 2012 EAC meeting 6. General guidance on what to look for in the GMPs 7. Schedule of GMPs for closer examination 8. Public comment 9. Adjournment Item VI. A ENVIRONMENTAL ADVISORY COUNCIL STAFF REPORT MEETING OF MAY 2",2012 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. II. 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. s mrsizsmin smawaimmimmi am®ra EMI ;1e -...---►A--� MIS MA.00 MSC otiamyt •^110..NO RglO1 ?�* ft111,fi Coll litl RI01111 Potential area of Impact to ST Overlay—Marco Island Executive Airport EAC Meeting . Page 2 of 7 III. DESCRIPTION OF SURROUNDING PROPERTIES ZONING DESCRIPTION N - (CON-ST) Undeveloped S - CON-ST Undeveloped E - CON-ST Undeveloped W—CON-ST Undeveloped and PUD (Marco Shores Country Club PUD) Residential and Golf Course development IV. PROJECT DESCRIPTION AND BACKGROUND 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 1 lth, 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.B 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 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 (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 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 GMP 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. " EAC Meeting . Page 4 of 7 On April 10th, 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 Airport 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) 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. EAC Meeting Page 6 of 7 PREPARED BY: CHRIS D'ARCO DATE ENVIRONMENTAL SPECIALIST LAND DEVELOPMENT SERVICES DEPARTMENT STORMWATER AND ENVIRONMENTAL PLANNING SECTION f act 1 v 1Z- JACK MCKENNA, P.E. DATE ENGINEERING REVIEW MANAGER LAND DEVELOPMENT SERVICES DEPARTMENT ENGINEERING REVIEW SERVICES SECTION J► F' '111747 CHL, AICP DATE SENIOR PLANNER LAND DEVELOPMENT SERVICES DEPARTMENT ZONING SERVICES SECTION EAC Meeting • Page7of7 REVIEWED BY: 6",-(-}1;_ /ft 7C,tv, 1—/2 4-7 —Z.- JERRY KURTZ, P.E. c\ DATE LAND DEVELOPMENT SERVICES DEPARTMENT MANAGER, STORMWATER AND ENVIRONMENTAL PLANNING SECTION __., %. a i ,A4A____:_____ _........... . .._ 04-z4-Liz. A 'LLIAM D. LOT NZ, Jr 4.E. DATE DIRECTOR LAND DEVELOPMENT SERVICES DEPARTMENT I 1 4 Ob _.,,,,, H IDI ASHTON-CICKO DATE ASSISTANT COUNTY ATTORNEY OFFICE OF THE COLLIER COUNTY ATTORNEY APPROVED BY: 7 1). - ,7- ICK A =''G ,(A� DATE ADMINISTRATOR GROWTH MANAGEMENT DIVISION 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 Page 1 of 2 DONE AND ORDERED this day of , 2012. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA BY: , Deputy Clerk FRED W. COYLE, Chairman Approved as to form and legal sufficiency ‘A(P(t\\ Heidi Ashton-Cicko Managing Assistant County Attorney Attachments: Exhibit A—SDPA PL2010-418 —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 Z y 1 f1 t a Failm ., 2 0 • f ..,.mot W ■r tJ :(. j4H o Z t } to CL a it i iliiii 1i roll I 0 W a.,'- XF- p 11111111.illiihrii II .tX ili II- 'NI .11 .11 1 I 1 1, 1,11...... 11-1. Iii. ii in c . i 1-1. I 1 I c)"" iiiiiiiiiiiiiii! 1111 . i I oilhollioulli 1 Illoiligilloilii 11 1 LLJ iv- Z li { 5 i liviii.1 § �; _ , lib ,�.iii' it R 1 a' bR p asx b b .A l� to p b b b at ..1 4 a 13 4 0 g-roli.12 g I ci > co cb 0 Fe . W i illiIiihilithilillillithill II 11110.1111illigil I— re 2 ai. 1-. < M 1 5 < a R g 0 ! 1... o t § T i 1 g 0 am am fAZ O LL '7 � m IId; a w O ui + O a � W F. fib - - 1,431 1 Yt Ofd ��S� � W LLp-fig ~ O va = v 0 CI Z O V a LA' V - Q di i 111 IICC (40. 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' I I I HIS I G !n r :� l � f J 1' i !n r —I a S9 1 -a a 8 .`yib i Cf 7 I 1 DZ ! \ DZ [Gk y R 1in 1 I r•'N� z X T N7 e i I ' 1 EAC Draft motion for meeting on May 2, 2012 Prepared by: David Durrell May 2, 2012 1. This draft is subject to approval of the Environmental Advisory Council. 2. Author reserves right to make final language changes before final submittal of meeting minutes to Environmental Advisory Council Staff Liaison. 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 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. 1 ATTACHMENT A . 1 SPECIAL TREATMENT PERMIT APPLICATION ( ST- PL20120000900 ) Co 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.colliergov.net DEVELOPMENT PERMIT PETITION FOR SPECIAL TREATMENT DESIGNATED LAND PETITION NO(AR) PROJECT NAME PROJECT NUMBER For Staff 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, Naples TELEPHONE# 850.245.2555/239.252.8097 FAX# 850.245.2572/239.252.3602 E-MAIL ADDRESS: NAME OF AGENT D. Wayne Arnold, AICP, 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: warnold @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 ,a Owner/Applicant Date Revised: 9/8/2011 Development Permit Petition for Special Treatment Designated Land Exhibit 1 Name of Owner(s) • • Details Page 1 of 1 Property Record Sketches Trim Notices i Current Ownership Parcel No. 00744280005 Property Address NO SITE ADDRESS Owner Name TIITF/DNR Addresses MARINE RESOURCES ROOKERY BAY NAT EST %DEP DOUGLAS BLDG 3900 COMMONWEALTH BLVD City TALLAHASSEE State FL Zip 32399-6575 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. Section Township Range Acres*Acreage Map No. Strap No. 27 51 26 1 895 6B27 512627 001.0006B27 Millage Rates Sub No. 100 ACREAGE HEADER in Millage Area] School Other Total ,/ft Use Code 87 GOVERNMENT 130 5.527 6.9951 12.5221 "See Instructions for Calculations 2011 Certified Tax Roll Latest Sales History (Subject to Change) If all Values shown below equal 0 this parcel was created after the Final Tax Roll Land Value $1,342,500.001 Date Book-Page Amount (+)Improved Value $0.00 12/1969 1125-1237 $0.00 (=)Market Value $1,342,500.00 (-)SOH Exempt Value&Other Exemptions $0.00 12/1969 337-431 $0.00 (=)Assessed Value $1,342,500.00 (-)Homestead and other Exempt Value $1,342,500.00 rt (_)Taxable Value $0.00 (=)School Taxable Value(Used for School Taxes) $0.00 SOH="Save Our Homes"exempt value due to cap on assessment increases. The Information is Updated Weekly. http://www.collierappraiser.com/RecordDetail.asp?Map=No&FolioID=00744280005 4/23/2012 . Details Page 1 of 1 Property Record Sketches ( Trim Notices Current Ownership Parcel No.1 00744080001 Property Address 2007 MAINSAIL DR Owner Name COLLIER CNTY Addresses BOARD OF COUNTY COMMISSIONERS (MARCO AIRPORT) 3301 TAMIAMI TRL E BLDG F City NAPLES State FL Zip 34112-4902 Legal 26 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 Range Acres*Acreage Map No. Strap No. 26 J 51 26 64.47 6B26 512626 002.0006B26 Millage Rates Sub No. 100 I ACREAGE HEADER 't Millage Area School Other Total f°Use Code 86 GOVERNMENT 2 I 5.527 6.4951 12.0221 *See Instructions for Calculations 2011 Certified Tax Roll Latest Sales History (Subject to Change) If all Values shown below equal 0 this parcel was created after the Final Tax Roll Land Value $2,256,450.001 Date Book-Page Amount (+)Improved Value 1$1,431,478.00 03/1995 2034-1261 $0.00 (=)Market Value $3,687,928.00 (-)SOH Exempt Value&Other Exemptions $0.00 (_)Assessed Value $3,687,928.00 (-)Homestead and other Exempt Value $3,687,928.00 (_)Taxable Value $0.00 (_)School Taxable Value(Used for School Taxes) $0.00 SOH="Save Our Homes"exempt value due to cap on assessment increases. The Information is Updated Weekly. http://www.collierappraiser.com/RecordDetail.asp?Map=No&FolioID=00744080001 4/23/2012 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. Co er 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.collierclov.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 ATTACHMENT A . 2 STAFF CLARIFICATION ( SC- 2012 - 01 ) ATTACHMENT B MEMORANDUM OF UNDERSTANDING ( MOU ) Co er County 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.E GMP OBJECTIVES: i 1 and Policy 11.i of the Transportation Element INITIATED BY: Nick Casalanguida,Administrator,Growth Management Division BACKGROUND/CONSIDERATION: On April 30 2010, the Colder 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 165 feet of the parallel taxiway located on the airport property .zoned Conservation-Special Treatment(CON-ST).The expansion plans were approved.allowing a portion of the taxiway on airport property lands zoned Conservation 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 CON-ST zoned portion of the airport grounds (See Attachment A). . 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.B 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" rilap..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 DETERMINATION (CLARIFICATION): Staff has determined that the expansion plans as depicted in SD.PA-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 (MOU) that was entered into by Collier County, the State of Florida, and several other parties and adopted.on September 1.1, 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-Pi.,-201.0-418. 'SC-201.2-1 This determination is supported by Objective 11 and Policy 11.1 of the Transportation Element of the GMP 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. Pursuant to Section 1.06.01 of the LDC, the County Manager or designee shall have the following authority: • 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 text of the GMP and the boundaries of land use districts on the future land use map. • The County Manager or designee shall have the authority to make all interpretations of the 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 Attachments: A.Aerial Photo Depicting Existing Protrusion into the CON-ST District B.Memorandum of Understanding • C.Marco Island Executive Airport Master Plan 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 Services Director David Weeks,GMP Manager Heidi Ashton-Cicko, Assistant County Attorney Zoning Clarification File • SC-2012-1. • • • • • • 4. • • • w z n • J r dt e' kc .., 3�+ row `,.,�''' ,: , w .x ,,- a .mss '-o * 'dtk,0 .t ;� :�u ! s -�e4's'� ri ? • .w,.1 *1,s x 4'% r e fi r 's ' �' r r . �'� »r, °•. 'w v� td r '" -t3 ark`, `" z {"' �,ty� .y � .'� � 5 4."y�y i3 n,` }$.- ��d-d�•ti 9'96. r ....yk Y rbi d- ' S ¢ray `dn <'}k AY, M _ 'sir T .' i' g^° 95""- P • • �i 4 4 co• • I a &S . z jy'y`,,1 N 4 .ity YI, I. o o `., d -• w E . • j . ' U� , > gi I \ i I lii • I I. W i i l f a • z \ - 2 F 0 \ . '� z d 0 0 • I • . I\ . )tI __ Oa. i I f 7.1111 e t• • 4 ! { 6 I ✓ I { y • J • ii d 1I • /1/1///:? . W ] r if J• I < II lip p F L • z 1 m .r sauna c p D AI auata 4 Mou6*caP aamos Aw^o0 PIP144.•4+at*£aon ki!rcoaojd 16WO•o4a+N/at-04c1N act i 83,H 0_------0N11102 :NO IS1A28 1 SV1 Attachment B EXECUTIVE SUMMARY RECOMMENDATION TO AUTHORIZE THE BOARD'S CHAIRMAN TO EXECUTE A RESOLUTION AND A"MEMORANDUM OF UNDERSTANDING" RELATED TO THE DELTO?'A SETTLEMENT AGREEMENT OF 1982 AND THE MARCO ISLAND EXECUTIVE AIRPORT OBJECTIVE: To authorize the Board's Chairman to execute the attached Memorandum of Understanding(MOU)and the attached.associated Resolution. CONSI.DER.ATION: In 1982,.in conjunction with settling several disputes regarding the development of Marco Island, Collier County and eight (8) other organizations (called • the "Signatories") executed an Agreement entitled the "Deltona Settlement Agreement" which, among many other restrictions to the future development of lands then owned by the Deltona Corporation, restricted the Marco Island Executive Airport's ability to freely develop the Airport, it:chiding a taxiway on the west side of the runway and a needed aircraft apron, except to the extent such improvements are mandated by law, rule or regulation. Title to the land that is now the Marco Island Airport was owned by the Deito.na Corporation at the time of execution of the Deltona Agreement in 1982. Although not mandated by law, the Collier County Airport Authority and the Executive Director. in consultation with experts and with the Federal Aviation Administration, has determined that a parallel taxiway on the west side of the existing runway, and aircraft apron, are highly desirable to improve safety at the Marc©. Island Executive Airport. Beginning in 1999, the Authority began negotiating the attached Memorandum of Understanding, that has at long last finally been executed by•all of the signatories to the Deltona Settlement Agreement except the Board of County Commissioners.. The MOU and the attached Resolution remove obstacles to the following: A. Construction of a taxiway on the west side of the existing runway B. Construction of aircraft apron and hangar C, Clearing of obstructions to aircraft approaches In-addition,the MOU specifies: • I. That the•Board::of County Commissioners shall by FResolution..forever delimit the devel.opPient.of the Airport consistent with the Airport's 20-year master • plan. • 2. That the Authority shall develop a vegetation,management program with the Audubon Society prior to removing vegetation obstructions in aircraft approaches,namely protected mangrove trees. 3. That the Authority shall urge The Florida Department of Environmental Protection to reduce the size of airport land to that which is minimally needed to be consistent with the 20-year-airport master plait 4. That the Authority shall forward all future mitigation packages to the Signatories to the Deltona Agreement for their comments. 5. That the Authority shall propose to the County that State-owned—lands • adjacent to the Airport be encumbered by a conservation easement. A,C DA ITEM ! i 6. That the MOU amends the Deltona Settlement Agreement, • SEP112601 Pg. / The following agencies have executed the MOU: 1. The Board of Trustees of the Internal Improvement Trust Fund of the State of Florida 2 The Conservancy of Southwest Florida 3. The National Audubon Society and Florida Audubon Society 4_ The Environmental Defense Fund 5. The ISAKK Walton League,Florida Division. 6. The Florida Department of Environmental Protection 7. The South Florida Water Management District 8. The Florida Department of Community Affairs 9. The Deltona Corporation Subject to the Board executing the attached MOU and the attached associated Resolution. the Authority will pursue fully implementing the MOU GROWTH IMPACT:None. FISCAL IMPACT:None. RECOMMENDATION: Thai the Board of County Commissioners authorize Chairman. Carter to execute the attached Resolution and-Mel *tdum o Understanding. ;✓. "1 I PREPARED B�r J. n H.Drury,A.A.E.,ExccutiN:e..DireSor ( �t REVIEWED BY: 1 0IA",, IA, Toni Palmer,Assistant County Attorney 410 NAGENCA ITEM 1 S E P 1 1 2001 • • ._ ;. ;4TElwi{7RANAt31!'I OF UNDERSTANDMI6 • 'WHEREAS, ttte Collier County Airport Authority (the "Authority") is charged with the marage:rent and operation of the Marco Island Executive Airport (the "Airport");and WHEREAS, The Conservancy of Southwest Florida, The National and Florida Audubon Societies, Environmental Defense Fund,.and The Florida Division f the oe e Walton League are Environmental Intervenor Signatories. (the "Signatories") Deltona Settlement Agreement of July 20, 1982;and • WHEREAS, a meeting was held at the Airport on July 23, 1999, among the Authority and some of the Signatories.of the Airport and that meeting disputes regarding safe operation Settlement Agreement;and WHEREAS, the participants of said meeting agreed to execute a Memorandum • of Understanding (MOU) in furtherance of paragraph no. 14 of the Deltona Settlement Agreement 4 NOW,THEREFORE,IT IS HEREBY AGREED AS FOLLOWS: 1. The Authority, by Resolution to be presented to the Board of County Commissioners, shall urge that said Board forever delimit the Development Areas of the Airport. Said resolution identified as Exhibit A attached hereto and made a part hereof. 2. Prior to any caning, trimming, removing or other modification of vegetation outside the Development Areas, the Authority and The Florida and National Audubon Societies shall cooperatively develop a mutually satisfactory Vegetation Management Program that is approved by the FAA and the FDOT.The Authority agrees to abide by said approved Program in perpetuity. Said"Development Areas' identified in Exhibit B attached hereto and made a part hereof. a The Authority shall urge the Florida Department of Environmental Protection (FDEP) to amend the Interlace' lneressfEgress Agreement as is proposed in Exhibit C. The Authority shall through negotiations use its best efforts to acquire acquiescence thereto from FDEP. The Authority shall not commence the projects listed in numbered paragraph seven (7) until said amended Agreement is executed by FDEP and the Collier County Airport Authority. 4. Promptly after implementation of numbered paragraphs one (1) through three (3), above, the Authority shall submit to the Signatories (for their written comments thereon) each mitigation package hereafter required from the Airport by any State or Federal regulatory agency. AGENDA ITEM, cool ‘.{,e I SEP ; I zafI I t L • S 5, The Authority shall propose to the Board of County Commissioners that the properties located adjacent to the property remaining within its ownership outside the ..Development Areas" designated pursuant to Exhibit B. shall be encumbered by a perpetual conservation easement enforceable by any and all Signatories. This conservation easement shall prohibit all development and management activities within said properties not expressly approved in writing by all of the Signatories, 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 Conservation Easement. Said Conservation Easement to be prepared by The Conservancy of Southwest Florida, and delivered to the Airport Authority for execution, said delivery date no later than 30 days from execution of the NIOU. 6. The Authority shall not commence or cormanit resources toward commencement or implementation of the projects listed in numbered paragraph seven (7),below, unless and until this MOU has been fully executed. 7. Upon the conclusion of numbered paragraphs one (I) through six (6), above. all of the Signatories that have signed this MOU thereby agree only to the following projects as further identified in Exhibit B: SOA. Parallel taxiway on the west side of the existing runt ay: B. Apron hangar area;and C. FAR part 77 Vegetation Management Program. as described in numbered paragraph tw-o (2). above. 8. This MOU hereby expressly amends the Deltona Settlement Agreement. Agreed to by each of the parties that have executed this Memorandum of Understanding, effective 2000. Each signer is an authorized representative of the entity. COLLIER COUNTY AIRPORT AUTHORITY Chairman THE BOARD OF TRUSTEES OF THE INTERNAL IMPROVEME' T TRUST FUND OF THE STATE OF FLORIDA AGENDA ITEM S E P 1 .1 2OO 1 n • • 4160.- Al■ !■.% Bv: 7Pirt 41Ifr Aro 1 -- 49 THE CONSERVANCY OF SOUTHWEST F ORIDA • 177at4C- By: David-ErGiiggeftheilm-P41-.1):;-Pfe4iiteilt-aR4C-C-4- Elinor V. Krier, Interim President THE NATIONAL AUDUBON SOCIETY and FLORIDA AUDUBON SOCIETY • • By: Stuart Strahi,Ph.D. President. Florida Audubon Society Vice President.National Audubon Society - ENVIRONMENTAL DEFENSE FUND Jamel T.B.Tripp \\ \ • • IZAAK WALTON LEAGUE.FLORIDA DIVISION • I -77 Bv: Juanita Greene,President FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (Successor to Florida Department of Environmental Regulation) • f By: ITEM io It Ti SU' t 1 Z11131 S. SOUTH FLORIDA WATER MANAGEMENT DISTRICT (By signing this agreement, the District is not waiving any rights or authorities that the SFWViD may have under Chapter 373, Florida Statutes or the Del one Agreement) By: -• - Henry De Execu i Director South rlorida Water Management District FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS (Successor to Florida Department of Community and Veterans Affairs) By: C cti j 14:4‘ C4e. Thomas 4eck, dr IvIsioa or Conmuaity Pl.anning - -- ----• s THE DELTONA CORPORATIo • Thjr By: Antony Gram.President - COLLIER COUNTY B : Chairman Collier County Board of County Commissioners • .1"• - * • 1 A,..=t_NDA ITEM IN°.--' 1'-+A.-\-1-1- SEP 1 201)._ rg. 4 1 RESOLUTION NO.2001- • 2 3 RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF •410 4 COLLIER FLORIDA, EXTENT TIIE GREATEST 5 NOW HEREAFTER LA,TAT DEVELOPMENT AT Ti E ._ 6 MARCO ISLAND EXECUTIVE AIRPORT SHALL NEVER OCCUR OUTSIDE 7 OF THE GEOGRAPHIC CONFINES OF THE DEVELOPMENT FOOTPRINT 8 NOW EXISTING IN THAT AIRPORT'S MASTER PLAN 9 10 WHEREAS, A Long Range Master Plan exists for development of the Marco Island ' I I Executive Airport(""Airport");and 1` 13 WHEREAS, an Airport Layout Plan ("ALP") that depicts the ultimate build-out 14 development of the Marco Island Executive Airport is a part of that Master Plan;and I5 other "conservation 16 WHEREAS,The Conservancy of Southwest Florida and four "conservation 17 groups"(noted in a Memorandum of Understanding)have requested assurance from the I g Collier County Board of County Commissioners that all development of the Marco Island 10 Executive Airport shall remain in perpetuity within the current"Development Areas"of 2() the current Master Plan,except to the extent,if any,that The Conservancy of Southwest 31 Florida, National Audubon Society,.Florida Audubon Society, Environmental Defense 22 Fund, IZAAK Walton. League-Florida Division, or each respective entity's then 23 successortsl in function,may from time-to-time authorize in writing. 24 . 25 NOW, THEREFORE, DIE IT RESOLVED BY THE BOARD OF COUTNY 26 COMIMISSIONERS OF COLLIER COUNTY,FLORIDA,that: 27 28 The "Development Areas" of Marco Island Executive Airport, as such footprint is 29 depicted in the ALP attached hereto as Exhibit A,and by reference is incorporated herein. 30 shall never be expanded in geographic area outside of the current footprint except to the 31 extent. if any, that the Conservancy of Southwest Florida, National Audubon Society, 32 Florida Audubon Society Environmental Defense Fund,l2.!lit Walton League-Florida 33 Division,or each respective entity's: then successors) function.may from time-to-time 34 authori>.e in writing. However, this Resolution does not limit the County's then legal 35 obligations,if any,to install aids to navigation or other things outside of said footprint, 36 but only to the extent that such aids or other things are then required by law to safely 37 operate'aircraft into and/or out of the Airport, and only in accordance with the Marco 38 Island Executive-Airport Memorandum of Understanding executed by the signatories to 39 the Deltona Settlement Agreement, including the Board of County Commissioners of 40 Collier County. With respect to the aids to navigation,such aids shall be limited:o aids 41. that are then required to aid"Aircraft"of the types and sizes allowed to land and take off 42 at the Airport as of the effective date of this Resolution, 43 44 This Resolution adopted this .....day of September,2001,after motion.second and 45 majority vote favoring adoption. 46 47 48 ATTESTED: 49 DWIGHT E.BROCK,Clerk BOARD OF COUNTY COMMISSIONERS 50 COWER COUNTY,FLORIDA • 1 51 • 52 By: l By: JAMES D.CARTER,.,PICO.,Chairman 53 Deputy Clerk 54 $6. Approved as to form end 37 legal stifticiency: 58 60 Thomas C.Palmer, 61 ;Assistant County Attorney 63 — AGENDA ITEM • 63 tlr,... .,�Co. .., 65 EX!miff A 6S SP ; i 2001 • • . .. . , . . ._ ....... _ . •- I - . 0 i . . \ i \ 1 i . 1 ,. 1 \ MI A..... I , d 7:3 fig ''tis'ilikril\ 0 ea . 5 , tIVit L •se4-01k . . i . I fOrN.' ''‘ s 'tgi 8.„ ; i ... A '.,,, ,, , ,.,4.,, . 1, ....% . lAp-= = zs. s -, -4----1 ' = ',,..'.= ‘ IN 2 LAM 1 F., , pc.9 1• r N, sA, . . • 4" - \''14` ■ ''' \..., 45\1 I 4,44z.00 • 14::W7' . : • l.•‘". ,.)' \ >. 0 \ tri 1 11 ,., . is. ,a „ ;15 $ . : . . • 1 1 \ c ,..... , •.k.,6.- ,, ....„ . .. • , ,‘ 1 ‘ " A , : g E aa \t y" ..... ,_.. . • 1 ‘ • 1`, k \ ,... .k., M Ot!0., i t g 1 a q i •, ‘• ,,,1, . F, g-• 1 t A 7 --1 ' \ ...... .. 1 I\ t 2 ` • NI( \ i I 4. 1. ' \Ilit 1 . 4 .... i p 411,1 I Cei; . A 1"/Inimg1 \ ...................**..1 ' 11 111'T i P CS. \ • I L Ir4=in .III' 11 6 r 1 0 1 3 1 \ \ \ 1 A.t.,("3....E1,D,.. 1.EW \ \ . \ t SEP 110. 2, q1 • ; i• c 1 ,.: ----1 .._ — .. . . ... , . . _ . FIRST AMEND:\IENT TO INTERLOCAL INGRESS/EGRESS AGREEMENT The First Amendment to the Interiocai ingress(Egress Agreement(hereinafter"Agreement") is made and entered into this 1913:1)",_day of auri , 2000, by and between the COLLIER COUNTY AIRPORT AUTHORITY, COLLIER COUNTY, FL RIDA (hereinafter The Airport Authority")and the BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND OF THE STATE OF FLORIDA, by and through the Department of Environmental Protection OF FLORIDA(hereinafter"DEP-). WITNESSETHt \VHEREAS,DEP and Collier County entered into that certain NIemorandurn of Agreement dated the day of February. 1995, recorded at OR Book 2034, paces 1257 through 1260,Public Records of Collier County, Florida,which provides for DEP to enter into an agreement with the County to provide ingress and ecress over and upon state-owned lands in accordance with Federal Aviation Standards.Part 77;and WI•IEREAS,Collier County has.by County Ordinance No. 95-67,delegated to the Airport Authority full power and authority to enter into and administer this Agreement on behalf of the County:and \VHEREAS, the DEP and Collier County Airport Authority entered into that certain Interiocal Ingress Egress Agreement dated January 17. 1996, • — NOW THEREFORE, in consideration of the premises, including- the above-referenced Interlocal Ingress,Earess Agreement and the covenants, terms and provisions contained herein, the DEP and the Airport Authority agree as follows: 1, Exhibit A to the Interlocal inaresslEaress Agreement is deleted in its entirety and replace with a new Exhibit A anached hereto and made a part hereof. • 2. Reference in Paragraph 2 to-11,400 feet long and 2,000 feet wide is deleted in its entirety. IN WITNESS 'WHEREOF, the parties have caused this Agreement to be executed on the day and year first above written. AS TO AIRPORT AUTHORITY: • • • ATTEST: COLLIER COUNTY AIRPORT AUTHORITY, COLLIER COUNTY FLORIDA JO. DRURY HERB N OREN,CHAIRMAN E '',...CUTIVE DIRECTOR -••••- • Approved as to form and • Leal sufficiency: AGENDA ITEM No—LC.Li-.14 SEP 1 2001 Thomas C.Palmer,Assistant County Attorney gei.113IT," " • • AS TO DEP: FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION WITNESS: 'y /or a. Air A .C/e/C1-- Gloria C.Nelson,Operations and Management Consultant Manager,Bureau PrintsType Witne,.s Name of Public Land Administration,Division of State Lands,Department of Environmental Protection WITh:ESS: „_ Print:T■pe Witness Name . STATE OF FLORIDA COUNTY OF LEON 24-11114- /1 The forgoing instrument was acknowledged before me this day of 2000,by Gloria C.Nelson. 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T=f1 . . . . .. -.„,......„::f4.7..,, .. , FDEP ENVIRONMENTAL RESOURCE PERMIT ( FDEP ERP No : 11 - 129042 -002 ) USACE PERMIT ( SAJ - 1997 - 2362 ( IP - HWB ) Section 7 Oi '1iT 11I I I��I Environmental Corp of Engineering Project N 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) • a ; Department of ikiTtEnvironmental Protection -- — South District - . jeb Bush P.O.Box 2549 David B.Struhs Governor Fort Myers,Florida 33902-2549 Secretary SUBMERGED LANDS'AND ENVIRONMENTAL RESOURCE PROGRAM • ENVIRONMENTAL RESOURCE PERMIT CERTIFIED MAIL NO.7001 2510 0001 4802 9752 RETURN RECEIPT REQUESTED - PERMI'iT E/AUTHORIZED ENTITY: Collier County Airport Authority Permit/Authorization Number: 2003 Mainsail Drive 11-0129042-002 Naples,FL 34114 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 N 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 taking final agency action on this activity. This permit also constitutes a finding of consistency with Florida's Coastal Zone Management Program,as required 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 on recycled paper. Permittee: 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 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. • • 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: is • • 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 of herbaceous,disturbed wetlands,2.4±acres of wetland secondary impacts,and 7.781 acres of other surface waters 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 DA 1 through DA6,which contribute stormwater runoff to the proposed system. A seventh basin(DA7),which serves the existing terminal area and.associated parking,has historically discharged 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 • . . • 1) • ' 'r 1 • Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 3 of 11 runoff from basins DA1 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 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 sheetfiow 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 1. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and performance criteria as approved by this pmt. 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 bathers shall be installed and maintained at all locations where the possibility,of transferring suspended solids into the receiving waterbody exists due to the permitted work. Turbidity bathers 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. Thereafter 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(F.A.C.))indicating the actual start data and expected completion date. • . • Perm ttee: corner County Airport Authority. Permit No. 11-0129042-002 Page 4of11 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 following : ; 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 lithe - 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 certification must • be accompanied by a copy of the 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 . t62-343.900(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 • I. Within the South Florida Water Management District--August.1995,accepts responsibility for operation and maintenance of the system. The 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 by the Department,the permittee shall initiate transfer of permit to the approved responsible operation entity if different from the, d permittee. Until the permit is transferred pursuant to Section 62-343.110(1)(d),F.A.C.,the s permittee shall be liable for compliance with the terms of the permit. • • 8. 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 permitted use • • of site infrastructure located within the area served by that portion or phase of the system. Each phase or independent portion of the system must by completed in accordance with the permitted 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. • • 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 • • • • • Permittee: Collier County Airport Authority. Permit No. 11-0129042-002 Page 5of11 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 f 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 • permittee 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 does not convey to the permittee or create in the permittee any property right,or any interest .:in real property,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 40E-40,F.A.C. :... 12. The permittee is hereby advised that Section 253.77,`F.S.states that a person may not ::commence,any excavation,construction, or other activity involving the use of sovereign or other •lands 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 • • . state 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 Water 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. F 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. • • • • • 4 T'ermxttee: Collier County Airport Authority • Permit No. 11-0I29042-002 Page 6of11 • 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. All 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. •• SPECiI IC.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 V 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. s • 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 thelimits 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 t areas shall not be filled,•sodded,or cleared without prior written consent from the Department in the . . t 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. • • • • • ' S ' ' • Permittee: Collier County Airport Authority 'ennit No. 11-0129042-002 Page 7 of 11 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.). Mitigation 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 of this . permit. The Department may extend this time in writing provided sufficient cause is shown in the submitted"Land Conveyance Status Re• ports"as noted in the Monitoring Section of this permit without a formal modification to this permit, • 7. Prior to utilization of those areas authorized by this • for the approximate 35.6 acres of permanent wetland impact by implementing i ee 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 Protection, South County. District : 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 . -:•contain information,including but not:limited to the following: (1) a label indica.tin�`Pro shall . ':;Report for the implementation of the Marco Island Executive Airport Trash Road a �s . Area Wetland Mitigation/Monitoring Plan,FDEP Permit No. 11-0129402-002"and(2) a statement 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 3 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,FL .� 33902-2549 within 30 days of completion of surcharging. The including but not limited to,the following: (1) a label indicating: shall contain information, • g `h'Ionitoring/Evaluation Report € for Surcharging Operation for the Marco Island Executive Airport,FDEP Permit No. 11-0129402- • • 002"; (2) a plan view drawing of the Marco Island Executive Airport with elevations,as referenced above,noted(before and after surcharging operations); (3) a statement indicatin the Cage of the areas)th change in elevation(if applicable)and stage foo g q 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 • = t. E . . ' • Permittee:..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. i• • . 10: The permittee shall•submitto•the Department,every 60 days after the.issuance of this f 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,FDEPP.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, • • P,O.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 • - - V 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 II Outstanding Florida Waterbody(OFW)Prohibited From.Shellfish Harvesting. i 12.Stormwater Treatment Facility(Basin DA6): - a. Retention Area: . Bottom Elevation 3.50 Feet,NGVD Minimum Side Slopes 4:1 - - . . Bottom/SlopesBemis - Seed and Mulch . • • ■ • • ' . ' Permittee: Collier County Airport Authority Permit No. 11-0129042-002 Page 9 of 11 Receivin g Body: Rookery Bay Aquatic Preserve,a Class II Outstanding Florida Waterbody(OFW)Prohibited From.Shellfish Harvesting. Wet Season Water Table Elevation: 2.5 Feet,NGVD I 13.For Basin DA1 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 ractices 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 .. ,turbid discharges in violation of State water quality standards in waters eof the Statesiltation and • ,.17.All detention area bottoms•and slopes shall receive full sod as noted on the drawings. -A l.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 s • eparator shall be inspected on a regular basis and the skimmer socks replaced and sediment i.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 . 1 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. culvert from the oiI/water separator to the temporary detention area shall be modified s that it properly connects to the proposed DA1 detention area. . ; 20.Facilities other than those stated herein shall not be constructed without an approved ; modification of this permit. a 21.As presented in the permit a, P 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. - • • • • 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, • .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. • i • • 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 . . V Criteria. • 62-202.550-Criteria-Class'II Waters. Executed in Fort Myers,Florida • . . STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GRID,L1 �b!4ii tei • Richard W. Cantrell • Director of District Management • RWC/LB/CA/ca • Enclosures 11 pages attached 11 drawings attached One(1)reduced(11"x17")drawing,Figure 6,which indicates those lands to be conveyed. . • One(1)reduced(8%`x11")drawing,which indicates the wetland impacts. • Four(4)reduced(8 W5c11")drawings,which indicates mitigation areas. ; Five(5)reduced(11"x17")drawings as signed and sealed by David S.Wlki'son,P.E.,on January 30,2003. Copies furnished to: r' CC: U.S.Army Corps of Engineers, • • Collier County Property Appraiser • Florida Fish and Wildlife Conservation Commission Deltona Signatories • ° • The Conservancy of Southwest Florida,Attn:Elinor V.Krier,1450 Menihue Drive,Naples,Fl 34102 The National Audubon Society,Attn:Stuart Stahl,444 Brickell Ave.,Ste 850,Miami,Fl 33131 c The Florida Audubon Society,1331 Palmetto Ave.,Ste 110,Winter Park,Fl 32789 Environmental pefense 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,Attn:Henry Dean,3301 Gun Club Rd.,West Palm Beach,Fl 33406 . Florida Department of Community Affairs,Attn:Ray Eubanks,2555 Shumard Oak Blvd.,Tallahassee,Fl 2399-2100 • The Deltona Corporation,Attn:Sharon Hununerhielm,999 Brickell Ave.,Suite 700,Miami,Fl 33131 Bd of Co Commissioners,Attn:Honorable Carter,3301 Tamiami Trail,East,Naples,Fl 34112-4902 • F i • • • • } i• • • • • s: Perniittee: Collier County Airport Authority. Permit No. 11-0129042-002 Page 11 of 11 CER'11FICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies'that this permit,including all copies were mailed before the close of business on ,t( ,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. • . if& fte__:t.e./)Z. 6/910 0 •Clerk ( Date i • • • • • i • • k • i y { ' 6 , ti z.•. { . i' • • k. • MARCO ISLAND EXECUTIVE AIRPORT TRASH ROAD (WEST)MITIGATION AREA WETLAND NIITIGATlON/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 7.56* acres of wetland restoration; 213.97* acres of wetland enhancement; 18.96* acres of upland restoration; 20.99* acres of "other surface waters" preserve; 60.45* 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. MITIGATION PLAN ' Exotic Removal and Nuisance\Vegetation Removal The mitigation plan for the Trash Road(West)mitigation site includes enhancing 213.97*acres of wetlands by hand removal of exotics and nuisance vegetation, regrading an 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 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 PERIVIIT# RECEIVED Passarella and Associates,Inc. 11 012 90 4 2 0 02 JAN 3 0 2003 1 of 6 #99HMA449 Revised 11/12/02 D EP O.E.P. Punta Gorda , 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. ; 1 Table 1. Planting List for the Trash Road(West)Mitigation Site y ^:..5 y,;t14'3_+c%a4'.;;aeSA'.--'•?ui,A*..'Y'5,.:41• ;-, ” J�K _�"• � s' ti A`+ ,-`..a�..Y�,.. - - - 4:f -,t,.1 - :Z-.. ��r;i,�c:x, 4 tS^ f.. '•51 `t' :� •.o. •��tkF � 'E`'.4'r at�,+!?e Lt,� >1 �`.t;'sx`"'• -.i`:'-:r1k:.:.'•- �. 4'. -4., :ti'�w 9 61 k. . ',,,„„,,,,,,,,...„h 'r Ctrs" tr .;NCP'd� ,.. .s.94,,,,t ,„„....„. ,.tit -a l,. •2�,....,.. ,,,n, : �' .., : , M ., �4, {}t,1- }l:text. 1 �t. ",.. ..t.."..'i .Ya':' : I ?�`- -'-l'.y; y4.27.1V,iy:''T..Ft�;i � ,40 .s '.., c:I_. :7.. ;y �F.,..,,"-“..,, /� VY-.. 2t, irl� tea ': ' lr .i+-iii. n5� Yk. Rv�'1_...... _ ,f; 4 .S.s � 'i 1=: ..:.': :RtrR. c:.�_��:nc•i .1 t, .. a.,cj'._..:- .,--.�• 8-«'fC` :'l"-. g.'6! l y'a°a'"i` i cai arb- .P :^y 'r'l ..y� i7; 1:��' '•�..� .~�c• mss._:±•,,....-,�i,� r ° 3�.��!Y3.. ��ui�n.i i .��, `-� , ,: _ ,.Sash pine � �: _ �� .�: ._.�_�:.,;�•�t` '`- =-F.,.: . ..-. P Pinus elliottii 3 ft. 1 gal.y 10 ft. O.C. : - Wax myrtle Myrica cerifera 3 ft. 1 gal. 10 ft. Q.C. Cordgrass Spartina bakeri 12 in. 4 in. 3 ft.O.C. _ Gulfdune paspalum Paspalum monostachyum 12 in. 4 in. 3 ft. O.C. S Needlerush an. 3 ft. 0.C. r Saw grass Cladium jamaicense 12 in. g ;`. 4 in. 3 ft.O.C. Gulfdune paspalum Paspalum monostachyum 12 in. 4 in. 3 ft. O.C. Pickerelweed Pontederia cordata 12 in. 4 in. 3 ft.O.C. Spikerush • Eleocharis interstintca 12 in. • 4 in. 3 ft.O.C. Needlerush Juncus roemerianus 12 in. , 4 in. 3 ft.O.C. . Passarella and Associates,Inc. PER T# RECEIVED 2 of 6 #99HMA449 Revised 11/12/02 1 1 0 1 2 9 0 4 2 0 0 2 JAN 3 0 2003 D E P D.E.P. Punta Gorda 5. Table 1.(Continued) .yi j _ 'fiI: `: �yli � 1 { i. p L \ � i.^ ,.• :::4111;. ' : `9� B 3. ~1otYfi, _. - .. ... . . Leather fern Acristichum 12 in. 4 -.. .. . in. 3 ft.O.C. danaei olium • ;;r:'-Si.:::4^r Ea L y •."..i_9`x��Qt��3=s ltriFirriE �� f< "- � U Titi•F''; 1_z :•_.- r•.,t Ff. :c:. . • Slash pine Pinus elliottii 3 ft. 1 gal. 10 ft.O.C. Wax myrtle Myrica cerifera 3 ft. 1 gal. 10 ft.O.C. Wiregrass Aristida stricta 12 in. 4 in. . 3 ft.O.C. • Saw palmetto Serenoa repens 12 in. 1 gal. 5 ft.O.C. "Backfiuing 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 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 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. i 1VIITIGATION SUCCESS CRITERIA The mitigation areas shall be considered successful if at the end of five years the wetland k enhancement areas contain at least 80 percent cover by desirable obligate and facultative wetland L plant species. The wetland and upland areas shall be free from exotic and nuisance vegetation I immediately following a maintenance activity and will consist of no more than three percent i 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. t g PERMIT II RECEIVED z 11 01290 4 2 0 02 JAN 3 0 2003 D.E.P. Punta Gorda , Passarella and Associates,Inc. 3 of 6 #9911MA449 Revised 11/12/02 -' - ' e RECEIVED • • MONITORING JAN 3 0 2003 Monitoring Methodology 0.E.P. Pao t4 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 lm 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.). p . r. 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 transects 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 PERT ° Passarella and Associates,Inc. O 1 of 6 #99HMA449 Revised 11/12/02 9 0 4 2 Cl 0 0 2 D EP, • 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 peimittee 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 • { PERMIT# D.E.P. Punta Gorda Passarella and Associates,Inc. 1 1 U 1 Z 9 0 4 2 002 5 of 6 • #99F1 MA449 Revised 11/12/02 v 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 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. • � I I. f i RECEIVED �gp�qq JAN 302003 1 0 � Z 9 0 4 2 0 0 D.E.P. Punta Gorda s . D P Passarella and Associates,Inc. • 6 of 6 #99HMA449 Revised 11/12/02 • . . • . , ., . . 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V [ ia:;: :, jt �"i ��$il:•!:ti%''�':‘ r. �L,ssgy,W', ,t a FI f ®177771S1� 1 ` a 4' Ii:aiY ■ • 4 it 3 .: • I i II Ik1 1• p. I �„ 4 ..! 1 g y� a �gilit gi 1 F 1111' F i MIMI iii I i " RE IntS"4-§ 1 v . 4.4-:i.:is,':, I - Er 1-- • I # a T!!! I!!!! 3 al h 3 Y , ''; II x >i Q& ko $ ':..C::C'Ca 1 7�mt�' .., * n O . =5~ `, • II —tic" /1 * ♦ l !4 Imilih • : 0:7!-:...-.L..- :,4 ..g..„ ., IM g . ,IiitamOvat, 0 0 1:::::::::' \ \\/ O W • .ra,t A n < 0 1 • ' . i Form#62-343.900(71.PAC. Form Tale: Request for Transfer - to Operation Phase. Date: October 3.1995 • REQUEST FOR TRANSFER OF ENVIRONMENTAL RESOURCE* PERMIT CONSTRUCTION PHASE TO OPERATION-PHASE jTo 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: - , - 1 FROM: Name: • • Address: • • . City: State: Zipcode: TO: Name: • Address: - • • City: • State: Zipcode: • The surface water management facilities are hearby 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 that all terms and conditions of the permit and subsequent modifications,if any,have been - -. .reviewed,are understood and are hearby 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 plats)- () Copy of recorded restrictive covenants,articles of incorporation,and certificate of incorporation • • t '1• `'- '11 1'• , . • . .. , . Form 62-343.900(5) . Application Sx Teener=ofERP Permit . , ' - IFtFrctive Pate: i • APPLICATION FOR TRANSFER OF ENVIRONMENTAL RESOURCE PERMIT AND NOTIFICATION ' • t OF SALE OF A FAOIITY OR SURFACE WATER MANAGEMENT SYSTEM - - • . • • Permit No. . Date Issued Date Expires. . . . . ' FROM(Name of Current Permit Holder): • Mailing Address: • . . • • • ' • . ' City: State: Zip Code: - • • Telephone:(, ) • . • . 7 • . Identification.or Name of Facility/Surface Water Management System: ". . . -,, . . • • - - . • • . .. . • • Phase of Facility/Surface Water Management System(if applicable): • . . • . •• The undersigned hereby notifies the Department of the sale or legal transfer of this facility,or surface-water management system,and further agrees to assign all rights and obligations as permittee to the applicant in the event the Department agrees ••- . . • to the transfer'of permit ' .. • . Signature of the current permittee: . • • • . • . . . . .. . Title(if any): • . Date: • • • i . . • . . . . • I • • : - •TO(Name of Proposed Permit Transferee): s • . Mailing Address: • t ' City: State: Zip Code: 4 ... . : . . • Telephone:( ) • , •-I i . - 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 which the permit was issued hy the Department;and states they accurately and completely describe the permitted • • activity or project 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 permit The undersigned also agrees to promptly . • • . notify the Department of any intact changes in ownership o or responsibility for,the permitted activity or project . . • • , -,-4 . Signature of the applicant(Transferee): • --,,, • • • Title(if any): • • Date: • - --i : ! • • • • Project Engineer Name(if applicable) • • • . - t . • - • Mailing Address: • - -,- ;• • .-•-4 ... : Telephone:( •) . • • • . ' • '. . . . . . • . .. . ' • -. . . .. . . . . •. - • . . . • . s. . . . • . . . • • . • • . . . • - . • ' • • - ' • • . . . • i.:4 , . . • • . . • • • • . - - .....:i . . - • . . • . . . . . . . . . . • .. .-:_!„.4-• - . • . • • • .• • • . . .. • . • . :::gr.gt. c.....:„:..,.::::;......:::....!.:.::.:-:::.....,-.2........, ...„..• • . •••E• > . ......,.,.: . • ... . .• -. . . • - . • •- . , • •. . . ' ..1, Form 862-343.900(5),F.A.C. Form Trt1e:As-Built Certification by a Registered Professional • Effective Date:October 3,1995 ENVIRONMENTAL RESOURCE PERMIT AS-BUILT•CER'i'1EICATION 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 properlymaintained 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 ENVIRONMENTAL PROTECTION • • SOUTH DISTRICT P O BOX 2549 FT MYERS FL 33902-2549 - • 62-343.900(5) On-Line Document . Formatted 12/01/97 kag • Foam#62-343.900(4) Form Title: Annual Status Report Effective 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, permit Condition/Activity %of Completion Date of Anticipated Palest • • - Completion Commletlon • • • • • (Use Additional Sheets As Necessary) Benr1n rk Description(one per major control structure): • Print Name Phone • Permittee's or Aurthorized Agent's Signature Title and Company Date This form shall be submitted to the above referenced Department Office during June of each year for activities whose duration of construction exceeds one year. • 62-343.900(4) • On-Line Document • " Formatted 12/01/97 hag • • • • Form X62-34 3.onnr�� F e r . • Form Title:,g_onatelogn mm n em N i Date:_c2dob ra iggS • ENVIRONMENTAL RESOURCE PERMIT Construction Commencement Notice I • PROJECT: PHASE: I • 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. ,` � • Pennittee or . • Title and Company Date 1 1 Authorized Agent ti ji Phone Address i • I . ;,' . EF' • • SDPA-PL2010-418 REV: 2 MARCO ISLAND EXECUTIVE AIRPORT DATE: 8/9/10 DUE: 8/23/10 N QtoallON - •: Charlie Crist Ow_- �, Florida Department of Governor • �.��_ it k� Environmental Protection Jeff Kottkamp W� �-71E.t Lt.Governor _ c Rte_ 16A-7' South District Office A _ , - ,ie: . P.O.Box 2549 Fort Myers,FL 33902-2549 Michael 5V.Sole Secretary December 3,2009 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 j 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: 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. i 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 SDPA-PL2010-418 REV:1 MARCO ISLAND EXCUTIVE AIRPORT TAXIWAY AND APRON EXPANSION PROJECT DESCRIPTION: DATE: 5/4/10 DUE: 6/2/10 "More Protection,Less Process" www.dep.statefLus • 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 Collier County Airport Authority File 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 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- �. 0129042-002. With this modification,the Terminal Basin(located partially in Basin DA 7)stormwater management system will provide stormwater runoff treatment by dry E. 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 sheetfiow to the receiving body. The basin boundaries for Basins DA1 through DA6 are as shown on the permit drawings attached to Permit No.11-0129042-002. The basin boundary for the Terminal 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. 11-01 SPECIFIC CONDITIONS: STORMWATER: ADD: 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:11/2 Bottom Stabilization: Sod Slope Stabilization: Rip Rap Berm Top and Outside Slope Stabilization: Sod Feet,NAVD Berm Top Elevation: b.Outfall(Discharge)Structure(5-6): FDOT Structure Type: Type"G" Skimmer Top/Bottom Elevations: 3.75/-0.75 Feet,NAVD Weir(Grate)Elevation: 4.39 Feet,NAVD Discharge Culvert 30-Inch RCP Invert Elevation: -0.75 Feet,NAVD Receiving Body: Existing On-Property Treatment Swale NGVD] Feet,[2. , Wet Season Water Table Elevation: 1.19 Feet, 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. 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. Collier County Airport Authority File No.: 11-0129042-004 Page 6 of 8 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 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, Jon M. Iglehart Director of District Management JMI/JDM/JR/jdm 19 valid drawings(11"x17"reduced)attached 3 DEP forms attached cc: U.S.Army Corps of Engineers Collier County Property Appraiser Collier County Airport Authority File No.: 1I-0129042-004 Page 8 of 8 Florida Fish and Wildlife Conservation Commission 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,Fl 32789 Environmental Defense Fund,Attn: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 Palm Beach,Fl 33406 Florida Department of Community Affairs,Attn:Ray Eubanks,2555 Shumard Oak Blvd.,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 341124902 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 on.. ce.�G&■.._ 3,2009,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. • 0 7_�-�GZ _ •� Clark Date • • Facet 462-343.900(3)FAC Fonn Title: Construction Commencement Notice Effective Date:October 3 199 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 Number has commenced/is expected to commence an 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 Authorized Agent Title and Company Date Phone Address 62-343900(3) On-Lice Document Formatted 12/01/97 kag Form 962.343.900(5),F.A.C. Form Title: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 Document Formatted 12/01/97 kag Form If:62-353.900(7)F.A.C. • Form Title: Request for Transfer to Operation Phase Effective Date: September25,1995 - 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. 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's le $ ° pR . 1�%10i�i 3+9i► 1 Nm g °' 8 MlI1 LE1 �i1R41• !11:11 • n , �� ti NUM is' HMI • o - pQ ° �� ° • Am a P• MBA C 5 ia l'.i : )) :u c, liti c ,-, U" .7,2 Po o >v c;' o b s a ,i__., 2. -.y SDPA-PL2010-418 REV:1 MARCO ISLAND EXCUTIVE AIRPORT TAX/WAY AND APRON EXPANSION DATE: S/4/10 DUE: 6/2/10 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 TABLE OF CONTENTS Page 1. Introduction 1 2. Design Criteria and Parameters 2 2.1 General . 2 2.2 Stormwater Quality Criteria • 2 2.3 Stormwater Quantity Criteria 2 2.3.1 South Florida Water Management District 2 2.3.2 Collier County 3 2.3.3 Adherance to Stormwater Quantity Criteria 3 2.4 Permitting Requirements •• 3 2.4.1 South Florida Water Management District 3 2.4.2 USEPA General Construction NPDES Permit 4 3. Hydrologic/Hydraulic Modeling Method And Criteria 6 3.1 General 6 3.2 Hydrologic Modeling 6 3.2.1 Rainfall Depth • 6 3.2.2 Rainfall Distribution 7 3.2.3 Time Of Concentration (TOC) 7 Flood Protection Check 8 25 Year—72 Hour Offsite Discharge Summary 9 100 Year—72 Hour Offsite Discharge Summary 10 Water Quality Calculations 11 Floodrouting Analysis... 14 Pre-Development Conditions 15 Input Data 16 Curve Number Calculations 17 Basins 18 Simulations 18 Output Data 19 Basin Summary Report . 20 Post-Development Conditions 23 Input Data... 24 Nodal Diagram 25 Curve Number Calculations 26 Infiltration Calculations . 27 Basins 30 Nodes 30 Operating Tables 32 Pipes 33 Weirs 34 Rating Curves 36 Simulations 36 Link Connectivity • 39 Output Data 40 Basin Summary Report 41 Node Maximum Conditions Report . 45 Link Maximum Conditions Report 46 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 1 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 outfall 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. 2 DESIGN CRITERIA AND PARAMETERS 2.1 General The following sections outline the federal, state and focal 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: 1. 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 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 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 General 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 (NOI), 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: 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; I. 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. S 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 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 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) 6 • 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. FLOOD PROTECTION CHECK 10 YR. -24HR. 25 YR. -72HR. 100 YR. -72HR. 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 25 YEAR - 72 HOUR OFFSITE DISCHARGE SUMMARY OFFSITE DISCHARGE 1 PRE-DEVELOPMENT 1 POST-DEVELOPMENT QUANTITY CONDITIONS CONDITIONS RATE(CFS) 159.308 L 13.748 VOLUME(AC.-FT.) I 26.2 l 23.9 100 YEAR - 72 HOUR OFFSITE DISCHARGE SUMMARY OFFSITE DISCHARGE PRE-DEVELOPMENT POST-DEVELOPMENT QUANTITY 1 CONDITIONS CONDITIONS RATE (CFS) 199.881 15.401 VOLUME (AC.-FT.) I 33.5 31.3 • WATER QUALITY CALCULATIONS Ii URS CORP. Made by: JCG Date: 1/5/2009 Checked by: Time: 8:00 AM MARCO ISLAND AIRPORT (DRY RETENTION PONDS) I, V.c y £q.- .Y4:' 1. 7ii)L`if.b. e `lam,yes 4 ° E-e. �.n.. cf Total Drainage Area= 29.799 acres. Impervious Area= 14.065 acres. (C= 0.95 ) Pervious Area= 15.734 acres. (C= 0.25 ) r. . I..,n 6J.x'ly ,r a` ' -0 y �F '¢,� F1 i �'`el T" '\•a f j,s �f' Jt3 d �� y��.GS.��Byrn ��> ��t �yV �l`��, 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: A Er w W ^ U' J gF � � 4 Lo F Q' � u'. p O N to Lo co W O 0 O a O , N N N N a D O N CO O) v- c— O O N ti LO to to '-. N Co N CO CO O) 'J = QF toOO44 r--Q O.W W orn o l` of of rn F" F uni OZQd coNcco oc000 tL- u. FO coor N o O V co co c < < rY to co c0 o0 0 0 ,:Y Q N u? N N M Li.. it it it O Z_ Z Z r� N � oo � OOO {.. M '• rn O) � n Cfl - Co F I— I- ' F OOrnCN Nc0 Z < Z CO 0U. (rj roj � r6 W > W V♦ ZU; or vcncou) FWF Q ON 1� Cr) Lo '— .- O WJW CL ..1 � r" 4 - CWO t- O CO 00 d Z NNNNM >- � >- F W H Q CO Q U < Q < Ce N- 1 , coco0) LuFui < CV ^ N N M a GO 0) W U W. ■ I F O) NNC� C N• QaQ W C4 ° u' • 00 N6 c e- N 0z Ce cf) �t ,- v4tco 1- aW o ccoocn44 „-- 0 ° O Z to r` t- C o O t11 �/ O c- NNNCO W ° li. V O cc a. O r ° O N C.0 CO N m � N. N- o E" ' 0)F ° 0) N- tivd L- `r ui CO CO w cm Z Z ti rc o) o) ch ti O a � NON -r' d' a0 V Q Z Z O O0 Ocor- -,^ d- O CL Q Q N ti 0) N CO Lo WZ Ncrioi4 4 w t � FLOODROUTING ANALYSIS PRE-DEVELOPMENT CONDITIONS is INPUT DATA CURVE NUMBER CALCULATIONS (PRE-DEVELOPMENT CONDITIONS) ff a ,iV� i`�1< r� "I,-�ff . ��7'�ATI °:sm e1/�0�-5� sIrS, .$i rW£iF:-"Y... ,F` r i:.4 r � .._�'�� gi�� - i✓.� ,E . t'� �v��, A-. ��+��'s>,,�c"r�g . - .,� ✓ �.��- �R�+�' a.xt .v� -5,A o f ' ,f : E'de,q.. !i1;d°? !: rbtOi ,�. t rriP-Igfea "'a � t _ e , ,T,s �' rd'F h k t �'" "'�"�:�"�'s 3y �� :�`9�� ! 'i . �,.t "e.P�lR `�..-1"��5 dw�r;�� 5�"`y+'4 �N.��s` �� r=�R�Ai ��.BASI�j��'r�� E�j��` : , �W �. B>=�, x�r � 1 5.234 1.586 96 3.648 80 84.85 80 83.33 2 8.264 1.722 96 6.542 85.13 3 16.301 5.227 fT f6 p 11.074 � � X5.1 .„�. ,9-7,...c .^ : . tom' "1:, { Y{r, s:. ..htic MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE-DEVELOPMENT CONDITIONS INPUT REPORT -------__-______<-<-_ Name: BASIN-1 Node: OFFSITE "_ - Group: BASE Type: SCS Unit Hydrograph Status: Onsite Unit Hydrograph: Uh256 Rainfall File: Peaking Factor: 256.0 Rainfall Amount(in): 0.000 Storm Duration(hrs):(min): 1 .0 Area(ac): 5.234 Time of hift(hrs): 0. 00 Curve Number: 84.85 Allowable ble Q(cfs): 0.00 Max Allowable Q(cfs): 999999.000 DCIR(}); 0.00 PRE-DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND-1 WILL BE LOCATED Name: BASIN-2 Node: OFFSITE Group: BASE Status: Onsite Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Peaking Factor: 256.0 Rainfall Amount(in): 0.000 Storm Duration(hrs):( in): 10.0 Area(ac): 8.264 Time of hjft(hrs): 0.10.00 Curve Number: 83.33 flow Sleft(cfs): 0.00 DCIA(%): 0.00 Max Allowable Q(cfs): 999999.000 PRE-DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND-2 WILL BE LOCATED Name: BASIN-3 Node: OFFSITE Group: BASE Status: Onsite Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Rainfall File: Peaking Factor: 256.0 Rainfall Amount(in): 0.000 Storm Duration(hrs): 0.00 .0 Area(ac): 16.301 Time of Shift(hrs): 0. 00 Curve Number: 85.13 Time ble Q(cfs): 9.99 DCIA(%)• 0.00 Max Allowable Q(cfs): 999999.000 PRE-DEVELOPMENT DRAINAGE BASIN WHERE PROPOSED POND-3 WILL BE LOCATED ==«Hydrology Simulation-=-<-< ==== =<o-=�<=<___. 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) ©2002 Streamline Technologies,Inc. Page 1 of 1 OUTPUT DATA 1 ? 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: 64.850 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 (%):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: 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): 16.301 Vol of Unit Hyd (in): 1.000 Curve Number: 85.130 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 109.555 Runoff Volume (in): 13.580 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 3 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 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): 5.234 Vol of Unit Hyd (in): 1.000 Curve Number: 84.850 DCIA (%): 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 (%): 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): 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 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 2 of 3 1 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS PRE-DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 87.388 Runoff Volume (in): 10.620 Runoff Volume (ft3): 628398.973 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 3 of 3 POST-DEVELOPMENT CONDITIONS INPUT DATA A / / I , , 1 /// PI ' I 1 j . i . ® �, ii 1 n �b I • 1 0 i \\ ii i i 1 \ \ \ to. v <1 . ..0 / 1 0 0 ; 1 pv 1 -1-, -!--g in p 1 R+ N M I 0 0 ——— ' 1 • 1 , \ I A \ 4 I \\ P) ■ \ �1 I 0 G A 5 CURVE NUMBER CALCULATIONS (POST-DEVELOPMENT CONDITIONS) =}`z` `v, e a sn kx.�-16,e}i��o -�n� s, �7 J �- GIs ..' Q z 4-. . ,-,. 3c �i f p i s y1 6P y+fit 211 ...� ° y �,6WiN+� _ r',,,-. .;,=-,44,:,� by._ .f...1', r t +F ° -'(,-,}E� -•a s`'6�i ^ �3 . r' �6 3m Fit , ,�y.; �. "} Sf - 5.�y/ .44 5:R: , r R.{,z '�� 'Sr L.yj*,r Y 7, . - - t 7:::.,:,--� L. y� r �,r ,.ti r". _r, i'� R,, ,�, aC.�, �t �'1.-„,„;-, � V' ,r °-� Y7'e�,�°,' q � �"r� '�k Y, �c 1 5.234 1.808 96 � 3.426 " `- 2 8.264 2.542 96 80 85.53 5.722 80 84.92 3 16.301 9.715 96 6 586 i. :4?-i s� . r ,I:s �f.,": ,.of r7E:1 f'r.4.1:;q x4s.} drr. ��5 .,�3.S4. .ic INFILTRATION CALCULATIONS NODE: POND-1 DOUBLE-RING INFILTROMETER TEST: DRI-1 AVERAGE INFILTRATION RATE(INIHR): 0.32 CONTOUR INFILTRATION AREA RATE ELEVATION (SQ.FT.) (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* 145896.7876 1.0807 4.50* 181836.1602 1.0807 *Since there is no additional pervious area, infiltration does not increase. � -7 INFILTRATION CALCULATIONS NODE: POND-2 DOUBLE-RING INFILTROMETER TEST: DRt-2, DRI-3 AVERAGE INFILTRATION RATE (IN/HR): 2.01 CONTOUR INFILTRATION AREA RATE ELEVATION (SQ.FT.) (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 11.3919 4.50* 301182.7997 11.3919 , *Since there is no additional pervious area, infiltration does not increase. INFILTRATION CALCULATIONS NODE: POND-3 DOUBLE-RING INFILTROMETER TEST: DRI-4, DRI-5 AVERAGE INFILTRATION RATE(IN/HR): 0.75 CONTOUR INFILTRATION AREA RATE ELEVATION (SQ.FT.) (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* 281131.2610 4.8808 4.50* 347050.8351 4.8808 *Since there is no additional pervious area, infiltration does not increase. MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT a=�T-f=====Q= _= 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): 0.00 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 Q(cfs): 999999.000 DCIA(%): 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 Q(cfs): 999999.000 DCIA(%): 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(in): 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(%): 0.00 DRAINAGE AREA CONTRIBUTING RUNOFF TOWARDS PROPOSED POND-3 Nod == ==a=,.s¢====_? « =====--- --=_=_ Name: GROUND Base Flow(cfs): 0.000 Init Stage(ft): 1.200 Group: BASE Warn Stage(ft): 99.000 Type: Time/Stage g 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) ©2002 Streamline Technologies,Inc. Page 1 of 9 MARCO ISLAND EXECUTIVE AIRPORT FL00DROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT Warn Stage(ft) : 4.340 Group: BASE 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 Base Flow(cfs): 0.000 Init Stage(ft): 2.200 No : POND-2 Warn Stage(ft) : 4.340 Group: BASE 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 Base F1ow(cfs): 0.000 Init Stage(ft) : 2.200 No : POND-3 Warn Stage(ft) : 4.340 Group: BASE 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 Base Flow(cfs): 0.000 Init Stage(ft)': 1.200 Name: B Warn Stage(ft): 99.000 Group: BASE ASE Type: Stage/Area DRAINAGE STRUCTURE S-1 Stage(ft) Area(ac) -4.300 0.0006 2.200 0.0006 99.000 0.0006 Init Stage(ft): 1.200 Name: 10 Base Flow(cfs): 0.000 Warn Stage(ft): 99.000 Group: RASE ASE Type: Stage/Area DRAINAGE STRUCTURE S-10 Stage(ft) Area(ac) -5.800 0.0006 2.500 0.0006 99.000 0.0006 Init Stage(ft): 1.200 BRSE Name: -11 Base Flow(cfs): 0.000 Warn Stage(ft): 99.000 Group: Type: Stage/Area DRAINAGE STRUCTURE S-11 Stage(ft) Area(ac) -4.500 0.0006 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 2 of 9 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT 2.200 0.0006 99.000 0.0006 Name: S-2 Base Fl ow(cfs): 0.000 Group: BASE Init Stage(ft): 1.200 Type: Stage/Area Warn Stage(ft): 99.000 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 Group: BASE Init Stage(ft}: 1.200 Type: Stage/Area Warn Stage(ft) : 99.000 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 Group: BASE Init Stage(ft) : 1.200 Type: Stage/Area Warn Stage(ft): 99.000 DRAINAGE STRUCTURE S-4 Stage(ft) Area(ac) -4.300 0.0006 2.200 0.0006 99.000 0.0006 Operating-------Tables °_ =use= __>_====_za ------a 6 a-a==== - c 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:Rating Curve p BASE 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 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 3.130 3.50 3.910 4.25 4.210 4.88 4.340 4.88 4.500 4.88 =a..==a== -.........= ==i=====�_ Name: PS1-S2 From Node: S-1 Length(ft): 200.00 Group: BASE To Node: S-2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in) : 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): -2.300 -2.300 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None 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-S11 From Node: S-10 Length(ft): 141.00 Group: BASE To Node: S-11 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): -2.300 -2.500 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None • 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 From Node: S-3 Length(ft): 200.00 Group: BASE To Node: S-4 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in): 24.00 24.00 Entrance Loss Coef: 0.50 Rise(in): 24.00 24.00 Exit Loss Coef: 0.00 Invert(ft): -2.300 -2.300 Bend Loss Coef: 0.00 Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 4 of 9 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT Circular Concrete: Square edge w/ headwall PIPE CONNECTING S-3 TO S-4 Name: W81-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 Coef: 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) ©2002 Streamline Technologies,Inc. Page 5 of 9 MARCO ISLAND EXECUTIVE AIRPORT FL00DROUTING 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) ©2002 Streamline Technologies,Inc. Page 6 of 9 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 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 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 : BASE Count: 1 Group: 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 Group: BASE Count: 1 P= 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 =___= n _ Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 7 of 9 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: 10YR24HR Filename: C:\FLOODROUTING DATA\MARCO ISLAND\TAXIWAY\10YR24HR.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\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 < <__= Routing Simulations «a--«<«««aa=«= =_ «<=a<=««<_ «< Name: 100YR72HR 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: 10YR24HR Filename: C:\FLOODROUTING DATA\MARCO ISLAND\TAXIWAY\10YR24HR.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) ©2002 Streamline Technologies,Inc. Page 8 of 9 MARCO ISLAND EXECUTIVE AIRPORT FL00DROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS INPUT REPORT Time(hrs) Print Inc(min) 48.000 5.000 Group Run BASE Yes 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 =«=Boundary Conditions saaa== Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 9 of 9 •. 0 0 r. 0 on Ca P, 42 HH.i H H ri N,4 v4 HHHHHH.i r. C 7 0 • • U N r t C ..0.0 C C t t.0.CC t O1 0) N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m m m m CO m CO CO m m m G)Z Z Z 3 0 .-1 W 7. N N N N N N N J✓ ..H.. 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C C C C C c C C c a ZF 0) -i .1-.i mrommroroldrom mm' ti a H°H o ° 0 0 0 0 0 0 0 0 0 0 0 )�I' H F p, Cn 01 0) 0) 0) 0) 01 0) CO 01 0)01 w w aaaaaaacaaaa Z• a O v O�1 0 0 UU. z 7 01 N W 0)'0'0 0'6-00 O O'O 00 0) 0) 0) 0 H 0a. 0.0.O.N NU' 01 w00 V' NC7 CY 7 7 7 41 H a 0 74 a a a 7 7 3 7 7 3 3 3 ro 3 3 7 7 7 H E O0OZ n,n.a C4 Cm rooitl.a c0 m m�m mU VU O O °aC4 Z 0014 00 U 1)YO 4.1 4..)0400, H O O C O O C C C O C C C C C ct O r•V 33 N N N 443 0 0..1-4-42 y X0 CI N N N N N N.�io✓ H°Q .-1.-I 4.--1.-i-i+i-i H H..1 N 10 01 ..] I Z 03 O N 10 t0 N N N 03 N N a a a O D•CE H • U U O D U O O O U 0 0 n.a .. i T...-1-.i S S S•.i S S ,-,s-, 4.1 N N • O N N N N ki cil N a) NH<WNH C.]In ON 1.1 41 Ni.W C1 0 C N •a 1 H I F I I F 1 r-i I i F I F Z Z Z N O Cn 1 U)H❑V1 H CI 1 Cn Ca H CI)H.`] N Z Cr) CnZ v)ZCn cn v)000 0 mo c..o N. wawa O 0 0y L. L.(.7 U' C7 F O O O ^ P. 0 Hi ;O C7 H H H N N N N N Cl C1 HI ri N C1 W I 0 O �ZZZZZzZ Z C11 zZZzzCAZ 0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 pq E rno.awaarLU.n.a n,an. o w 0 P4 v q 0 a Ilwwwwwwwwf4alalwWwraw p, mmmmmmmwmmmmmmmmm i W N.-iv WNri W cn ONC'1 W vFHNm iN, E Cn H cn E Cu Cn E L1.ri Cn U]H Cn 0 1 1 1 0 C0 1 Ul I H 1 1 H 1 Cn 1 1 H 1 O C'.[+.1" N Z H I C•1 CnH H co c4 I NN Cnm I Z Z Z Cn O Cn 1..Z W 4.a CL 3 3 C. ,4 HH n,CO,03303 ) 0 n CU I 1 I 3 N.0 H N m n 3 3 OUTPUT DATA MARCO ISLAND EXECUTIVE AIRPORT • FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Basin Name: BASIN-1 Group Name: BASE Simulation: 100YR72HR 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 (%): 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: 100YR72HR 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 (%): 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: 100YR72HR 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 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 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 110.919 Runoff Volume (in): Interconnected Channel and Pond Routing Model(ICPR) 42002 Streamline Technologies,Inc. Pagel of 4 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT Runoff Volume (ft3): 838847.294 Basin Name: BASIN-1 Group Name: BASE Simulation: 10YR24HR 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: Fimod 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: Fimod 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: 10YR24HR 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: Fimod Rainfall Amount (in): 7.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Vol of Unit Hyd (ac): 16.301 Y a (in): 1.000 Curve Number: 89.540 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 2 of 4 MARCO ISLAND EXECUTIVE AIRPORT FL.00DROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS BASIN SUMMARY REPORT DCIA (%): 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: BASIN-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 (%): 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) ©2002 Streamline Technologies,Inc. Page 3 of 4 �7 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 (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 88.955 Runoff Volume (in): 11.196 Runoff Volume (ft3): 662487.776 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. 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Z 8 X a)4.) 000041.1N(.001004100001 4)0 01NN 01010001.40 000.-1.40 01 044 0 0 CO 0 0 co 0 c 41 tO 1n 0 0 0 1))0 t.0.-.4)0 0 0 0 0 N 0)10.4 41\0 0.4 0 CV X 1Q NN Nr N r 0100 r N N N tO.001‘0,011.0,0 0)N N4)00141004)4101 44 C� Ca .1.4 17 01 017 N N f7 01 0.4.4 N N N N N N N N N.4.4 17 C7 01 01 07 N 01 0)01 0 CI O1 01 N O O.4 O(0N O O t0(0 CD O O 4).4 •01.4.4 tO 0 0 0 0 t0 0 C1 t0 0 0 0 O.o !'� .5i co OONNN NNN NNN 0 M 01 01 01 01 01 4)0 0)00.4.40.1.4.4.404) �' F 0 00 NN.4 N N N N N.4000101 N 1)07010)011400 N N.-4N NN N N.4 PI t0 VD 10 t0 tO tO tO tO tO .4•l.-I.4.4.4.-1.4.4 t0 tO(0 lO(0 l0 tO tO tO CO H X b 0 C C a'Ox tL O:44 O:C4 X c4X;4 Xc4 O:a'.cc X X a 5(0010 cC X X X CK C D4 X X '0 O x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 0 ' (V N N N N N N N N N N 0 0 0 0 0 0 0 0 0 0 0 N N N N N N C4 N N N 04 z 44 r N 0 r r N 0 N N N 0 N N N N N N N N N N N 0 0 0 0 r 0 0 0(....0 r N 55 a 5550.'a 555555555550'.55 D:5555)0.550:55 OD 0 >4>.>4>4>0>4 N>.>4 N>•>4>4>4>•>•>4>4>4 r>4>4>4>.>4>1>4>.>4>4>.>1>. ty E 00 00000 00 000 OO 000 0 00 O 4)N 41 4)N N1 1n N4)4)N nn 00000000000.4.4.1.4.'1.4.'1.'4.4.4.'1 NNN NNNN NNN N ..4 .1.4.-4.1.4.4.4.-I.4.-4.4 w P4 b n wwwwwwWwwwwwwwwwwwwwwwwwwwwwwwwww �0 <<<<<<CCCOC<C<aeaaa<<<< a<m<cama b g 40 U N 0 W.4 N 0 1.4 0.1 N 0)00 W.-1N 01.-40 v.N 0100 C4.i N 01 vi C).4 N 070 1 7:S E Z F I I ii .4.t i I 1 Z E. i I I I .1.4 i I I Z E. I I 1 1 .4.-1 I 1 1 Q) 10 0H000Cn I I v)ca VI0 H000 V) I i (0U)0) H0000 I I V)VI Cr) 6) Z OCnZZZ coo OO)ZZ 0 14)10 aw000 N� 0 c44,000 N (�00 P.a,01 U 0Or fL Car c.7 0 W w0. 2 0 0 C.. 0) H ,/ r • MARCO ISLAND EXECUTIVE AIRPORT FL00DROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS LINK MAXIMUM CONDITIONS REPORT Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft INF-1 BASE 100YR72HR 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 100YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PS1-S2 BASE 100YR72HR 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 WP1-OFFSITE BASE 100YR72HR 0.00 0.000 0.000 62.21 3.786 0.00 1.200 WP1-P2 BASE 100YR72HR 0.00 0.000 0.000 62.21 3.786 62.20 3.745 WP1-S1 BASE 100YR72HR 64.58 5.539 2.461 62.21 3.786 62.22 3.782 WP2-OFFSITE BASE 100YR72HR 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 100YR72HR 62.20 15.401 0.005 62.20 3.745 62.20 3.706 WP2-92 BASE 100YR72HR 49.06 1.039 -2.233 62.20 3.745 62.26 3.754 WP2-93 BASE 100YR72HR 100.00 0.484 -0.573 62.20 3.745 62.28 3.765 WP3-OFFSITE BASE 100YR72HR 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 100YR72HR 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 PS10-511 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 WP1-P2 BASE 10YR24HR 0.00 0.000 0.000 13.35 2.674 13.31 2.652 WP1-S1 BASE 10YR24HR 12.27 3.258 -1.176 13.35 2.674 13.33 2.669 WP2-OFFSITE BASE 10YR24HR 0.00 0.000 0.000 13.31 2.652 0.00 1.200 WP2-P3 BASE 10YR24HR 0.00 0.000 0.000 13.31 2.652 12.97 2.965 WP2-510 BASE 10YR24HR 13.31 3.771 0.006 13.31 2.652 13.31 2.419 WP2-S2 BASE 10YR24HR 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 10YR24HR 0.00 0.000 0.000 12.97 2.965 0.00 1.200 WP3-S4 BASE 10YR24HR 12.73 6.874 -0.350 12.97 2.965 12.97 2.943 WS11-OUT BASE 10YR24HR 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 25YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PS1-S2 BASE 25YR72HR 65.61 2.532 1.668 62.16 3.518 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 WP1-OFFSITE BASE 25YR72HR 0.00 0.000 0.000 62.16 3.523 0.00 1.200 WP1-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 WP2-52 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) ©2002 Streamline Technologies,Inc. Page 1 of 1 MARCO ISLAND EXECUTIVE AIRPORT FLOODROUTING ANALYSIS POST-DEVELOPMENT CONDITIONS LINK MINIMUM CONDITIONS REPORT Min Time Min Min Min Time Min Min Time Min Name Group Simulation Flow Flow Delta 0 US Stage US Stage DS Stage DS Stage hrs cfs INF-1 BASE 100YR72HR 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 100YR72HR 0.00 0.000 0.000 0.00 0.000 0.00 0.000 PS1-S2 BASE 100YR72HR 50.01 -1.126 0.000 0.00 1.200 5.23 1.197 PS10-S11 BASE 100YR72HR 30.94 -0.759 0.000 30.94 1.199 0.00 1.200 PS3-S4 BASE 100YR72HR 60.73 -9.478 0.000 0.00 1.200 3.66 1.197 WP1-OFFSITE BASE 100YR72HR 0.00 0.000 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-S1 BASE 100YR72HR 49.06 -1.053 0.000 0.00 2.200 0.00 1.200 WP2 OW02IT3 BASE 100YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 W02-P3 BASE 100YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP2-S10--S2 BASE 100YR72HR 64.58 -55.2577 0.000 0.00 2.200 3 WP2-S2 BASE 5.23 1.197 WP2-53 BASE 100YR72HR 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 100YR72HR 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 2.200 0.00 1.200 INF-3 BASE 10YR24HR 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 PS1-S2 BASE 10YR24HR 16.50 -0.787 0.000 0.00 1.200 3.91 1.197 PS10-S11 BASE 10YR24HR 25.28 -0.949 0.000 0.00 1.200 12.30 1.195 PS3-S4 BASE 10YR24HR 12.73 -6.870 0.000 2.85 1.196 0.00 1.200 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WPI-O WP1-S2 BASE 10YR24HR P2 BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP1- BASE 10YR24HR 6.89 -0.057 0.000 0.00 2.200 0.00 1.20 0 WFSITE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2-OFFSITE-P3 BASE WP-S10 BASE 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 2.200 WP2--12 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 10YR24HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP3-S4 BASE 10YR24HR 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 P510-S11 BASE 25YR72HR 100.00 -0.578 0.000 0.00 1.200 36.51 1.199 P53-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 W 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 WP2-03 P2-S10 BASE 25YR72HR 0.00 0.000 0.000 0.00 2.200 0.00 1.200 WP2-S10 BASE 25YR72HR WP2-S2 BASE 25YR72HR 63.40 -4.633 0.000 0.00 2.200 6.45 1.1 WP2-83 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 1 A -7 • • • • .-1 u W 000000000000 O •O O O O O O O O O O rli 7 N • • • • • • • • • • • • •00 0 0 0 o O 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O F 0 > al C W MMM MMM M M('1 al H b MMM 01 01 01 0101010101 01010101 0'i H H H H H HHHH HHH H MMMMMMMMMM M M M M M M M M M M M M N N N N N N N N N N N N F•- "'-1 3 rn 000000000000 RI U 000000000000 00.0000000000 000000000000 O W • 000000000000 000000000000 F H O O O O O 0 0 0 0 0 0 0 0 O O O O O p 0 0 0 0 0 0 F CL 0 m O m m m m m m H H U N N N N N N N N N N N N H H H O W 7 _ .O O O O O O co O O p p p O co O O co O O O O O O O 0 W0 H Q C CO UFtn co D E H N y N 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H Q' O`-+ O 0' U N O0 w C H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L�H a 1 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p p 0 O O O O 0 0 0 0 0 0 0 0 O O O O O O O O p p p O O G.1 V)0 .0 0 N N o m a,rn 01 0,01 o,o,oirna,rnrn 01 01 0101 0, 01010101£ ro 01 01 ON 01 01 0101 01 01 01 01 01 01 0101 01 01 rn 0101 3 RR17 a,d' H 000 00 00 0 0000 o000000000 Cr 0 of k+ 000o 0o o 000 co 0 co O O O O O O p 0 0 0 0 V)N N N N N N N N N N N N N NN NN NN NNNN� • N~� �`� �`�^ �� - H H ri H H.-4 H.y Y H1 - H O d y CO r co M N O CO r r CO 0 O O H N co N co co r to M N N O HNM a Nan 1p NM e'NNIOr 0101 F 0011 0011 001 1 001 1 001 1 al a1 01 Ol 01 01 cA 01 00) 01 01 01 0)01 0)at 0)01 01 01 0A 01 01 01 01 0101 0141 01 Q101 i1 ON al al al 01 g R1 fl. W W W en W ll/W/��W C WCT�w W W W 0.10.10110L0411.11001014343 H TJ O CO Q CO F(Q F G c0 PO VI Q �� cnv)rnv vim �, Le mmmmmmmmmm co gmco+gmmmmmggm I 03 t4 03 03 Z 0 N W 07 w w w w w W w w w w w W W W W w W E F F F F F F F F E H H H H H H O H H H H H H H H H H H H H H H H H H a`)cOOO v)rnmrncnvrnvicnmcncn c we a r ma -Ii Wl. u'L"C"L"000000000000 O 0 O O O O O 0 0 0 O 0 el G 4444444444 g "'1 N N N N N N N N N N N N x S CG CG CL CZ cG cG T S x s Z=s S r.0 +' r r r r r r r r r r r r N N N N N N N N N N N N U c0 aaaa4aaaa4aa r-r-r r r r r r r r r-r- 4-4 O. y y y y a 4 a a a a a a a a a a '0 000000000000 5+)+"?+NT1�>''>.S+> co a E 000000000000 �� N N v)Lc)NN �N +-+ N '-1-y.-1.-I.y-yH HH H.-� N N NN NN ryN NNNN 0 N g O U H a u 0 Hw APPENDIX A DESIGN AIDS • O•• ANDO l•1 ,_ _. S ATLANTIC (/ j _r I OCEA .V C ) _____40 Q I 1 S ` 7 Tilk aVi1/4 7 P i ...z. -44 . i.‘ • I 6 _ 1. k ' FT.6 PIERCE I i t-__"-1 I? 7 STUART i 6 Alk _1_ aik LArt * li. orr>rc,ra>tt.E 9JUR?T£R �.�. WEB? r PAL At BEACH Milikliadir li \FItlifilW•el 5 w� � 11 1)144)16# BOCA BATON 7 � ►I t tt 9 NAPLES ' �� GAVOERDALE r,aw iityr� 7 is r Pr2.o7Ect �,� 1.0GATI can/ i di 6 tor 6 of A UNIT :ARCHES • 0 10 20 • 30 04 u tLES 8 .. FIGURE C-4. 1-DAY RAINFALL: 10-YEAR RETURN PERIOD C-6 \ • ir II 0 p- AHDO 1 ' I A TLANTIC _r i 1 OCEAN' II 10 or-Pb / IQ ‘1..v,) I P r -A . I _ 11 i\ �` 10 1 e 1---- FT. PJERGE As11 1 1 L----z �COf ` 213STUART L.R f t .'u t+ ,10 � . ar£cc4I't t�UPITER � �� 13 itil PAL1l HEACH 14 % i if P..„ _ fl - BOLA RATOH -µ,LEY 15 HAPLES12 1�1 Vitt 14 LFAUQERDALE . �® ir 13 1�q..,l� `� 12 •, s,j 11 f itoJecr L acATIo J t NT" 1 12 11 11 2 U . ' it ,eL .UNIT • INCHES • 0 10 '20 30 tt 040 tItLES 12` 2 FIGURE C-8. �3-DAY RAINFALL: 25-YEAR RETURN PERIOD c-b \._ \ I 14 • L 1 I -...t4"111111,-3sRLANO0 13 r- A- TLA. NTIC r-J 1 _1 1 OCEAN 12 0 14 IC • .1 11 0 lik v%k I 1111. 11. aakV 12. 111 ailltiwS $ — 111 .., _. „, .4 1 h , .. ,,,, ,.2 112 FT. PIERCE A Ihifilloo. 10 I AN. I lit STUART WA% —1..._.440111116 i L A e e 1.c... 01 wed or ttcroz ri tUPITER k Filtelly 1111161- p.... tr- it :6°6:PEI-EACH 1 10 No 41,611 ;c 8) 14 111111114\ Alf/it :B OC A.R AT 0 N NAPLES 111110111.1"' ALLEY 1:411di 4/ 11111 20 IS:4_: In """qilgIIIIIIi /Oil 18 1.2YR DALE 16 16 Lo Ii..,,,,,.....s.. — Yani . / tar:14 "141 !It 1.4 1 AM I PrL:0J-6 ar gry, ,,, c.97.10Ai . ...,.... 16 14 14 1111/14 I4 ..49 UNIT :: INCHES =1 .60.de' 11•11=i111111•11 0 10 20 30 46 14 "940 .• MILES . 'tYPF FIGURE C-9. 3—DAY RAINFALL: 100—YEAR RETURN PERIOD c—li • 625-040-205-a Page 52 of 90 • Table 5-7 DEFINITIONS OF FOUR SCS HYDROLOGIC SOIL GROUPS Hydrologic Definition Soil Group 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. S 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. Moderately High 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 sails have a slow rate of water transmission. D High 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) . • 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 standh poor cover, no mulch 45 66 77 83 Good cover 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 Fair condition: grass cover on 50% 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 and Business Areas (85% impervious) 89 92 94 95 Industrial Districts (72% impervious) 81 88 91 93 Residentialc: Average lot size Average % Imperviousd 1/8 acre or less 65 77 85 90 92 1/4 acre 1/3 acre 38 61 75 83 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 sewerse 98 98 98 Gravel 98 Dirt 76 85 89 91 Paved with open ditches 72 82 87 89 Newly graded area (no vegetation established)f 83 89 92 93 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. r1 the 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 = 0.2S. Reference: USDA, SCS, TR-55 (1984). gnR299b/06e , Topic No. 625-040-002-a October 2000 Drainage Manual Open Channels TABLE 2.1 Recommended Manning's"n"Values for Artificial Channels with Bare Soil and Vegetative Linings Descripti°—n Ds_�„n„ Channel Lining 0.022 Bare Earth, Fairly Uniform Clean, recently completed 0.028 Bare Earth, Fairly Uniform Short grass and some weeds Dragline Excavated Light Brush 0.030 Dragline Excavated No Vegetation 0.030 Channels not Maintained Dense weeds to flow depth 0 0.10 4 0 Channels not Maintained Clear bottom, brush sides Maintained Grass or Good stand, well maintained 2 -6" 0.06* Sodded Ditches Maintained Grass or Sodded Ditches Fair stand, length 12" -24" * 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 Desk ti0n Desi Channel Lining Concrete Paved Broomed"� 0.016 Concrete Paved Roughened" - Standard 0.020 Concrete Paved Gunite 0.020 Over Rubble 0.023 Concrete Paved 0.013 Asphalt Concrete Rough Smooth 0.01 0.013 3 Asphalt Concrete is not the standard finish and must be specified when used (see Section 5.24-7 of *This i Standard Specifications) 2-6 APPENDIX B DOUBLE-RING INFILTRATION TESTS $ P (239:409-24;3 • :235)466.3433 flax) S°51 Country D:ee••Foil Myers.FL 33905 %y @srarc p" tFRNAZ14, 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!Cameron McNabb Elapsed Volume of Volume of Volume of Volume of water Test head Inner Ring Outer Ring Incremental Incremental Infiltration Infiltration I n Time water added to water added water added added to outer Diameter Diameter Rate: Rate: inner ring to outer ring to inner ring ring Inner Ring Annular Area (minutes)_ (ml) (ml) _ (in') (in') (in) _ Kij (in) (inlhr) (in/hr) 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 • • ,, � co I ` ct i C i inner Ring s Annular Area t-•• l c I i t E 1 _._.._............. s._..._..._.. O 0 10 20 30 40 50 Elapsed Time (minutes) Respectfully submitted, GFA INTERNATIONAL,INC. • CA#4930 .. - .� � i -,- I �cr- • , ,--, (2/3 1/2001 Christopher J.Pacitto.P.E. Professional EngirtLct iJ 59445 _ Stale of Florida _ , Envi;onmen•al•Geoled nical•Construction Materials Tesl:ng•Speceal f Threshold lnspectians•Pian Re•.iew&Cede Ccmpiiance Florida's Leading Engineering Source www.learngra.com i rL. • 5551 Country'Lakes Drive--ort Myers.Ei.22905 :3 (235)483.2443 • (239i 482-2438(fax) "r FRNATto DOUBLE RING INFILTRATION TEST(ASTM 0-3385) Client Name:0.Grady Minor&Associates,P.A. Project Name:Marco Island Airport Project Number:08-0913 Date:23 December 2008 Test Location: DR-2 Technician:Bob Lainko%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 wafer added added to outer Diameter Diameter Infiltration Infiltration inner ring to cuter ring to inner ring ring Rate: Rate: Inner Ring Annular Area (minutes) Sml) (ml) (in) (in) (in) (in) (in) (Inlhr) (inihr) 5 680 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 I 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 53.40 6 12 23.5 2.40 2.00 Avg 2,20 - _.._... CC (t3 1 •• Inner Ring c 4 p ; --X--Annular Area 3 , _ L. ` ! I w 1 co t i• f t 1 ' U ' 1 C 0 • 0 10 • 20 30 40 Elapsed Time (minutes) Respectfully subrnitieJ. GFA INTERNATIONAL,INC, CAi�:93 / % 4 ----- --i//i' f," r2/31./V98 Christopher J. Pa:iilo, P.E. Professional Engineer#59445 State of Florida __ Er i emenial•Geo:echnical•Consruclion Kiateriais Testing•Special&Thresho'.d Inspections•Plan Review&Code Compliance Florida's Leading Engineering Source wee,...learngla.cocr. 4C g 8 585 Country Lakes Drive•Fort Myers,Ft 33505 5 FAT: (239)•89-24<3 • (233) - ( Ns vr6RN AT7��P 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-3 Technician:Bob Lainko/Cameron McNabb Elapsed Volume of Volume of Volume of Volume of water Test head Inner Diameter Outer Ring Ilnfiltratioal Incremental n Time water added to water added water added added to outer Rate: Rate: inner ring to outer ring to inner ring ring Inner Ring Annular Area in (in (in) i (in/hr) (in/hr) (minutes) km1) (m0 (in') _ (in') (in) • 10 440 1625 26.85 111.37 6 12 23.5 1.43 2.09 600 1850 36.61 1750 31.12 106.79 6 12 23.5 1.65 2.00 510 1.94 2.11 30 12 23.5 30 112.89 6 12 23.5 _ 1.88 2.03 40 580 1775 35.39 108.32 6 - 2.06 50 480 1800 29.29 109.84 6 12 23.5 1.55 • 32.34 109.84 6 12 _ 23.5 1.72 2.06 60 440 1800 440 1700 26.85 103.74 6 12 23.5 1.43 1.94 l0 80 460 2100 ;•28.07 128.15 6 12 24.5 1.49 2.15 - - Avg 1.82 I .i I - i - I C4 I } x Y.0 yI ,1 y ■ ` -:- Inner Ring it 1 -*--Annular Area I! ci, j _......_..._ . ,._ ._.. .__........ I 0 10 20 30 40 50 60 70 80 90 Elapsed Time (minutes) Respectfully submitted, GFA tN ERi;'ATIONAL,INC. _ - CA#4930 _- - 12/31/2ofrg Christopher J.Paciltc,. P.E. Professional Engineer it 59445 State of Florida _ crvir+aen!2l•Geeucicai•Consloctinn F•ateriats Testing•Special S Thretiold Inspections•Pier.Review F.Cade Compliance Florida's Leading Engineering Sourco u-ua eamgta.corn r `--r sell Country Lakes Drive•Fo.1 Myers.FL 2391;5 III -•— a (<Jg;483-?443 • (?,)459-3439 ear) af p- ly 'g c,,a.. • TERN A110 ' DOUBLE RING INFILTRATION TEST (ASTM D-3385) Client Name:C.Grady Minor&Associates,P.A. Project Name:Marco island Airport Project Number:08-0913 Date:23 December 2008 Test Location: DR-4 Technician:Bob Lainko i 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: (minutes) (ml) (ml) (in ) n'Inner Ring Annular Area ( ) (in) (in) (in) (inlhr) (inlhr) 10 10 300 0.61 _ 18.31 6 12 23.5 20 10 150 0.61 9.15 0.03 0.34 30 20 150 _ 1.22 • 9.15 6 12 23. 5 0.03 0.17 12 23.5 0.06 0.17 40 10 200 0.61 12.20 6 12 23.5 0.03 0.23 C ;' .._......__. Avg j 0.13 I � �l LL-- i I I � l I A Inner Ring I ; —Annular Area I. j j C ' ( i j u. U 0 10 20 30 40 50 1 Elapsed Time (minutes) i Respectfully submitted. GFA INTERNATIONAL,INC. CAS 4c30 // '/ ,-- e-- /J /i /- � �_!� r2/l:/2 i•Ch' • Christopher.1.Pacitlo,P.E. Professional Engineer 1/59.145 State of Fiorid' Enwora-.er4a •Geotechn�_ai•Cons;:eciion Materials Testing•Special 8 Threshold Inspections•Plan Review d Cede Compliance Florida's Leading Engineering Source :.:x.:eacaafa corn (239i489-2443 • (239)489.3438(lax) 5851 Country Lakes Drive•Fon Myers.El 33905 9 /1) ��4t1•�S by �TFRNAT10' • DOUBLE RING INFILTRATION TEST (ASTM 0-3385) Client Name:D.Grady Minor&Associates,P.A. Project Name:Marco Island Airport Project Number:08-0913 Date:23 December 2006 Test Location: DR-5 Technician:Bob Lainko 1 Cameron McNabb Elapsed ' Volume of Volume of Volume of Volume of water Test head Inner g t er Ring Incremental Time water added to water added water added added to outer Diameter Diameter ra6o Infiltration Rate: Rate: inner ring to outer ring lo inner ring ring Inner Ring Annular Area (minutes) (ml) kmt) (in) _ (in') _ (in) _ Vin) _ (in) _ (infhr) _ (Inlhr) 5 750 2450 45.77 149.51 6 12 23.5 4.86 5.60 23.5 5.12 3.94 10 790 1725 48.21 105.27 6 15 860 1425 52.48 86.96 6 12 23.5 5.57 3.26 1.49 4.00 20 230 1750 14.04 106.79 _ 6 12 25 230 1650 14.04 100.69 6 12 25.5 1.49 3.41.49 3.37 .37 30 30 1850 1.83 112.89 6 12 26.5 0.06 3.01 35 10 1800 0.61 109.84 6 12 27.5 0.06 2.67 40 10 1750 0.61 106.79 6 _- Avg 1.37 Inner Ring 1 � � 5 Annular Area y c i -(7, ` c 2 .I 13 1 0 10 20 30 40 50 Elapsed Time (minutes) Respectful) submitted. GFA INTERNATIONAL,INC. <.i-:-.--, .-"%=--' G� •12/37/20Gn Ci ristopl ter J.Pa.^.ilio,P.E. Professional Engineer ff 59445 Slate of Florida Er.virwrrnen:al..Geoteclrnical•Censtroction klaterials Testing•Special 8 Threshold Inspections.Plan Review&Code Complianr.e Florida's Leading Engineering Sourco :nrx.teanw`a.ccm APPENDIX C FEMA FLOOD INSURANCE RATE MAP APPENDIX D STORM SEWER CALCULATIONS I ........ •::::---::: .:•:•:•:•:•:•:T.:•:•: r g ':::: ......... ....::::.... c-, m :.:::•:.:::-:•:•:•:. .q.ff:: Z.:.:•:•:.:.:•:-:-.: •:::::::.... -- •••••• 0 .x.:.:.x.:-:.x.:. .................,„ .:::::::::::. ........„...„.„, ...:::::.....,.......:::::::.,.: 111111111110111111111111111:1111:1111111111 iiiiiiiiiiiiiiiiiiiuiiii : i 0 ._, _., > r XI 17 1111111111111111111111113111i11111881 2 1 7J El • 1 • ffffZ ::::........ - ...,:i - :.:.:.:.:.:.:.:.:.:.:. 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I I 1 i,,t4 ri, P--, re trrin rg ,..., *****.....„., ra ......,..... ••••4 • m '',1:•::.:.:•::::::::: <:, . .. 1•11111.1111 x (1 cr2 1 g -o m 1111111111111111111111111:11111:13111 ° ............ :::::::::::: ,.„.„.,,,.„.. ....,< 0 •,........... ......... .••.,....::, :::::::::.7. o ..;.:::: :.:::.:::::::: :. .:::.:: 7::.,,., _ : ::: ........„ ............ g.ff::.: ..........,...: ...::,•.„.., ::/:::::Z:YZ •".•...„.„.: •:::::....... :::::::::.%.: •""•"".• APPENDIX E TRENCH DRAIN DESIGN AND DETAILS 0 w pry C;0 n m a(7.-t,(O CO CI to..4- co/....; ttt CZ IC)vtio n(0 <-(3(ori 1, co-.0- V)M P-.ao K(') u��0 0 Cl) • • 0 Co) • P,g-' 111111•11•/ Nh O(y Oi... �•• U L ■I■d Q I 3 ."0/ 0000, U « 0000 m II .•^. 0000 m m .,;,i 'R ' ♦ 0000 =.. V V 0000 a i,s. L IV of ::V ° w CL W o = °s0 Co CI) f _&• y N 01 e7 O) y'-ct O 0 / WL _O_O<O � N t' '0000 ,''t 0000 Li., M o v r I � e y C C (R 0 CO h nc Q y. 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Z I LK 14.1 Z • . • ' ,., 1=1 CI CC¢ x A Lt. ¢ z�¢j Pa . ce X J J CI LI--•J A I- P a X Vl Cu c5 d -\` Q tl Z Ill N M J _ �, O N 0 I— 0 +' C 0 HD300TM Technical Data --------------------------- ,,_ ____ - __ ___ �� ..ri. - ,- , - - 4 ----% ` ..m•.//k-� rte: .., _ ..._ _ __ \ \P° C 7i iNk ,.. / I , .,,,, i, ,, „..1 _ .t.„ \ .,, 71 s, ...„„.., '11, mili \lti i .0 /1 1l l 11 t At 0 0 0 1.[]non 1 1.1{1017,0 C GRATE RETAINER GRATE RETAINER __PIN -FIXED catvnzed PIN - REMOVABLE 111-1{111 I Stainless 57 mm 3-02570':nrni 397 mm 2.25 in. --++--{{ 82 mm 15.63 In. 3.23 in. 7 29.0 92.67 0 .\�c ., _ r•.e ( O A O mm 68.0 L �\� 499 mm mm mm �,� ' : 19.64 In. P { f / DATA Concrete thickness, i , . specifications,and `\i ° • Grate Proof Strength.200,000 Lbs. reinforcement per • Grate Open Area-0.79 Ft2/L. Ft. structural engineer's "f _ 4 f. 61 Ye 'a �' 4' a • Vertical Grate Restraint-2,000 Lbs. design.(By other) °• /,�v` •�`' ° _ • Longitudinal Grate Restraint-10,000 Lbs. No 4 V • Rails-3"x 3"x 5/16"A-36 Steel Angle No Float Leg �' % z "'Y �,_ `.�� • Rail Bearing Area-2.25 fn.x/L In. f � : s ... mot " ,.. r1' • For Hydraulic Capacity fors specific No Float ri I / �` g I'• /l p Anchor Slab ac ■ / / - `C� conditions,Drawings, Specifications, and � / / other Information, go to www,abtdrains.com TRENCH SECTION N The customer and the customer's architects;engineers,consultants,and other Thee unto and.and the c st EXPRES7LY PROVIDED, AgTa STANDARD Professionals are completely res MERCHANTABILITY,AST,and EXCEPT OR FITNEaa OF THE PRODUCT WARRANTIES,AST MAKES NO possible for the selection,Installation,IMP! Fndsi.nlenanse..an trademark of ABT,Inc. Pttc4 FOR CUSTOMER'S APPLICATION Foote,..r•an_ EXPRESSED OR[htPl rFn ..,.,r... _.- _Y Product Purd�aaed ..ev:�•.' --- - Patent Numbers 52a�ms. .... ._--- -- ABTiNc. HD300' Series Trench Former Pre-Engineered Surface Drain Forming System Specification SYSTEM Description: 1. A system of pre-engineered components for forming concrete cast-in-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(3.28 Ft),or 0.5 M(1.64 Ft)lengths available. Each segment is 305mm(12 In)wide trench with radius bottom and 402mm (15 13/16 In)grate seat width. Invert slope is per application requirement Rails: 1. Steel components:Post fabrication hot dipped galvanized 76.20 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 lbs b. Transverse-10,0.00 lbs 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 Grates: 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 lbs for 1 minute through a 9'by 9"centered contact area without failure or permanent deformation. 4. Allowable tolerances: Setting plus/minus 1.5mm(1/16 In) Acceptable Manufacturers: Surface drain system: 1. Trench Former HD300:manufactured by ABT,Inc.,P.O.Box 837,259 Murdock Rd.,Troutman,NC 28166 800-438-6057. cry%rr TRt'I@CH TF-14 polyorain iD12rdE'R_ vc nrezonr e - N!'o�nseR R 5 Other quality drainage products by ABT, inc. _ - r P. 0. Box 837, 259 Murdock Road, Troutman, NC 28166 INC. 800-438-6057 * 704-528-9806 * Fax: 704-528-5478 www.abtdratns.com HD / MD I LD SERIES TRENCH FORMER INSTALLATION INSTRUCTIONS Finished Grade Elevation I--r-- --T— Iti ..1 IT •k 4i "�'w 1. EXCAVATION 2. LEG ATTACHMENT T.per Structural Engineer yc • t.,,,,),,..„..,,..,, "•-_ ,f`� FORMER RELEASE„ ,. /'� e LABEL 3. RAIL ASSEMBLY 4. FORMER REMOVAI AND PREPARATION t - IrV, , 1 \:-, \ SAME COLOR ir f` 5. FORMER INSERI'►ont AND NOTCHING FOR PANS " 6• QIR SS TIE iNSTA CATION TIE WIRE -:::-:>::::,.. . fri ENDS OF RAILS AND + . FORMER ARE FLUSH { `` 7. SUPPORT LUMBER ATTACHMENT 8. INSTALLATION AND ALIGNMENT OF SSEMBLY IN TRENCH. �z 7----., — • ; •Y ` mow'`'•,� b � ;47-'04..s 4..s ,E`±_ ' x�, (. i x Lti-' . .` _ 1-�� y ...JJJ"' `' I• 9. RAIL JOINING 10. END RAIL ATTACHMENT r115 r r:, e� •(f 4 '' 11. ANCHOR SLAB PLACEMENT 12. CONCRETE PLACEMENT w" �,.'`' r j.i o f 44."4 f 4.;:!'.?, :: t 'RC i .,,,ter::. r;414'4,64:td - '' ;4i e!Y n.!' J l4 as i' H 41 Sl 'i� f t F Ah a, ." 1 .:4 74 , i r*a .s- r'( 13. TIE WIRE REMOVAL 14. FORMER CORE REMOVAL PIN t i'':.i?''.''.':.'-:::;:',":.":;:.''...";.:::-::-' 15. FORMER REMOVAL 16. GRATE RETAINER PIN INSTALLATION ABT, ® 259 Murdock Road, P.O. Box 837 ABTs warranties are void li Troutman, NC 28166 if components or installation abtdrains.com 1-800-438-6057 procedures are modified. • _ _ W i o ?. �_ < Ti;"; ;73 !I ,l'i,.. fr! I) ' ' ja 2;o1 'irE 6 :7 �,L,Aiii• iirrHr,F, ... • - : LI ,,_,:: .,,_., :„D! j ** ._ up ;r Q Lrl {--- Y L w j£s CI iii ii! z i! JJ d W 2 0 ,z- U co E v2 g„ia Ili LL.f na- om S? Wiz`° 0`. o [ii 0 3 c= 1-1 z � �.oL m- - �a lit r3 v os za `- 52. AP diiiiilli -vg .... rw. I E- Me • .141 I 'oII • - a w _ ii ? ids cr cm J•_ Cc a rm Nig F= 1 git. g e e a ei SW tII s- € e IT ! !! ° i;3-:f1 z-v'rvon..en 21. USACOE Permit and Exhibits — 1 Copy SDPA-PL2010-418 REV:1 MARCO ISLAND EXCUTNE AIRPORT TAXIWAY AND APRON EXPANSION DATE: 5/4/10 DUE: 6/2/10 G:\PROJ-ENG\C\CCAAMTL(Marco Airport)\06DP\02SDP\Taxiway SDPA Submittal\Subnittal shts,doc i • I • � -,4 .. DEPARTMENT OF THE ARMY A' � i • JACKSONVII.I.F.DISTRICT CORPS OF ENGINEERS lt�t , = 'A FORT MYERS REGULATORY OFFICE 0 -,IUD , . f • `LP 1520 ROYAL PALM SQUARE BOULEVARD,SUITE 310 s.. FORT MYERS,FLORIDA 33919 • N January 8, 2007 Regulatory Division West Permits Branch Fort Myers Regulatory Office SAJ-1997-2362-HWB Ms. Theresa Cook, Executive Director Collier County Airport Authority 2005 Mainsail Drive, Suite 1 • Naples, Florida 34112 Dear Ms. Cook: 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, 6`-/7 Da- id .S. Hobble <-; . C ief, Regulat. ision Enclosures Copies Furnished: • CESAJ-RD-PE ,��►� 4� DEPARTMENT OF THE ARMY acs; `_.1 1:1"›'.I JACKSONVILLE DISTRICT CORPS OF ENGINEERS JAN B h 'Q; FORT MYERS REGULATORY OFFICE .A 0 Q 2L�7 E y 1520 ROYAL PALM SQUARE BOULEVARD,SUITE 310 G'� �e�*,e`! FORT DIVERS,FIARIDA 33919 DEPARTMENT OF THE ARMY PERMIT Permittee: 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 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 fill 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 plans 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 Mcllvane Bay, Gulf of Mexico. Latitude 25°59'38" N, Longitude 81°40'20"W • SAJ-1997-2362(IP-HWB) Marco island Executive Airport General Conditions: 1. The time limit for completing the work authorized ends on NOVEMBER 24 2011. 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 you desire to abandon it good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains accomplishing the activity authorized by this while office-of whatyou have found. We will initiate the Federal and rState coordination nano this required to determine if the remains wan-ant 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,.y_ou must obtain mailing address of the new owner in the space provided and forward a the y of the signature and permit to this office to validate the transfer of this authorization. copy of the 5: If a conditioned water quality cei tification has been issued for your project, you must comply with the conditions specified in the cei Li ication 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 any time deemed necessary to ensure that it is being or has been accomplished at accordance with the terms and conditions of your permit 7_The permittee understands and agrees that, require the removal, relocation, or other alter n, of the structures or wok United States authorized, or if, in the opinion of the Secretary of the Army or his authorized herein representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permiffee 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 SAJ-199 7-2362(1P-HWE) 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,213.97 acres of wetland enhancement, 79.41 acres of upland enhancement, backfilfng of 1.0 acre of ditches 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)(http://www.fleppc.oro/). 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 • SAJ-1997-2362(IP-HWB) Marco island Executive Airport 5. The permittee shall monitor the 321.16-acre Trash Road Mitigation Site. Monitoring shall consist of baseline monitorin monitorin 9 (prior to mitigation construction), time-zero 9 (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 encountered and the remedial actions taken. g Y problems 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 success determination. the 7. Prior to the commencement of any construction on the project site, the a lic shall purchase the 26.04 acres of mangrove islands three separate pP ant islands)(Attachment D)and donate/convey the ownership of the 26.04 acres of mangroves islands to the Rookery Bay National Estuarine Research Reserve (or the - appropriate office of the Florida Department of Environmental Protection). - 8. The mitigation areas shall be considered successful when the following is 9 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 ve et cover in any and all areas. 9 atrve • 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 26.04 acres of mangrove islands has been purchased and donated/conveyed to the State of Florida. 4 SAJ-1997-2362(1P-HW S) 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 artifacts, such as pottery or ceramics, stone tools or metal implements, dr any other physical remains that could be associated with Native American cultures are encountered at any time 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 8001847-7275, as well as the appropriate permitting 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 shall stop immediately and the proper authorities notified in accordance with Section 872.05, - Fiorida Statutes. 12. No construction or mangrove trimming shall 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. 5 SAJ-1997-2362(1P-HWB) V 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 project or 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 deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 6 SAJ-199 7-2362(i P-H W B) 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 permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: . l 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 terms 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 specified 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. 7 • SAJ-1997-2362(IP-HWB) Marco Island Executive Airport .SAN 0 8 2DD7 Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit (PE ) - (DATE) e.re s• _ .1C C x cv - 1' e •uj, 4a c (TYPE NAME AND TITLE) PE OR PRINT PERMITTEE NA e This permit becomes effective when the Federal official, designated to act for the Secretary of the Airily, has sign-d below. PDF•LTRLI GROSS_ IN • .) (DATE) GER , Colonel, U.S. A THIS PERMIT CONTAINS 6 ATTACHMENTS, TOTALING 41 PAGES Aftachment A—PERMIT DRAWINGS (13 pages dated October 2, 2006) Attachment B—SPECIFIC CONDITIONS from FDEP (Permit 11-0129042-002 dated June 26, 2003 -5 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 SAJ-1997-2362(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 owner(s) 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. (PERMITTEE—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°59'38" N, Longitude 81°40'20'W (TRANSFEREE- SIGNATURE) (DATE) (NAME AND TITLE - PRINTED/TYPED) (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 ATM: Regulatory Division, Enforcement Section P.O. Box 4970 Jacksonville, Florida 32232-0019 9 • SAJ-1997-2362(1P-H WB) Marco island Executive Airport • ATTACHMENT A: PERMIT DRAWINGS (13 pages dated 2 October 2006) • • . . tN1 A ,...„... , . . ;... N.T_5_ - iiim kW; • • R26E — — — _F—r-- -- --—• .. —— Lib - 1. PROJECT -II CATI6N-. . • ; SEC 26,35;.T 5I S R 26-E(,-.,..;;. ' t' �'<�' - _ - . .-- _ w.t fs j7_' :-f - -f .0,--‘, .'� _ ' - • - . ?':.�. :tom ... _ .• '-•-.1.... a `).,.` -. • • .°' .1 a i _ • -- -- - ^ t[....` ' F'! 'z-. • —_._ 111 _—__ —_—..—_._---- ..—._—. PROJEC1 SAJ-1997-2362(IP-HWB) . PROJECT NAME: MARCO ISLAND EXECUTIVE AIRPORT DWG. Nit Marco Island Executive Airport 2 October 2006 DRAWN Pagel.of 13 APPLICANT: COLLIER COUNTY AIRPORT AUTHORITY REVISIOt • z °H ��•••. .•••'' Lpp O Q y H� U • a ■ L Uo W°vj°p y� Q W JVl,, Z0g•• •.....• g pU° y Q 1.-1,' N ~ 6 41 Fpj Z O al te) II otili ., g F- Ili 2 = si L.... v »� w UI Q f-�a o'a = a V 1U j i i l N C./) n U) 1= ,: * ' • .: L ■ lo ,.: o cr ► 4 ►s . .. ,t r.. a o +� £ v. z° o m z : e a z z ► • , ♦. t— c� rli ili ill • Ti • I'l ► a F-ti c.i 10' jo io zV d 0 0,. S? til = PI u v O 9 I- • w • x o )- cc J o° a 1 z ...................:...:......::. /-` SAJ-1997-23620P-MB) t tu a Marco Island Executive Airport o' 2 October 2006 . a_Q a. Page 2 of 13 • . '11"-:\\ . .. .. 5 N> W w€N S<� wgr g - d s �I. . �a _ f 2..1► S Egi: ?JR ... _ _ r �� J . - Y -i7rgarial / lig` . -gx eot a � .., W Fes- Q co g 7 .411/ r : .. .. p .0:i O C/) or a. 2; \ k . .x.3 r'i, 101 . . . ,u is III O. , ,iiii4ti44413 ,l ,e : d a .ydd J_ . 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I •I 1t44 a tt, I- J. 1 to ° X O V L C 0 a z 4 . } J F- m Z U O 0 4 tr J J W O • z U 4 z i- z SAJ-1997-2362(IP-HWB) w a Marco Island Executive Airport o 7, 2 October 2006 0. Q Page 13 of 13 SAJ-1997-2362(1P-HW B) 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) • • Permittee: Collier County Aitr.,rt Authority Permit No. 11-0129042-002. • • . Page 6of11 • 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. All 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 pennittee 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 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 puisuant to 62-340 Florida Administrative Code(FAC)other than what is authorized in this permit All construction activities shall be confined to the pezmitted Iimits_ of fill 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 sfiall 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 debrisin perpetuity. • • • Permittee: .Collier Couniy Aiir ,rt Authority Perinit No. 1 1-0129042=002 Page7of11 . 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.). Mitigation 6. The permittee shall donate-/convey to the State.of Florida the.Iand shown on Figure 6 (attached) the 26.04 acres ofland. 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 permit. . • 7. Prior to utilization of those areas authorized b3'this i for the approximate Ft,the permittee shall mitigate pp ximate 35.6 acres ofpernmanent 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 (RBNERR),Collier County. The Office, SLERP Ca �of Environmental Protection,South District 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: Report for the implementation of the Marco Island Executive {o a label indicating: "Progress Area Wetland Miti Airport Trash Road(West)Mitigation indicating gation/Morutoring Plan,FDEP Permit No.I 1-0129402-002"and(2) a statement m 1 n went status and expected completion data Implementation is defined as completing enhancement and restoration work. It shall not include the monitoring provision of the PIan. Monitoring g. The peamittee shall monitor the mitigation site by implementing the attached Plan in RBNERR,Collier County. 9. The permittee shall monitorlevalirate adjacent o 1 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 ofEnviro District Office,SLERP Conmiia�►,r-� p Environmental Protection,South 33902-2549 Of within and Enforcement Section,P.O.Box 2549,Fort Myers, FL thin 30 days of completion of sure The rnCluding but not limited to,the following: (1) a label indicating: shall contain information, for Surcharging o "_Monrtoring/Evaluation Report g ng Operation for the Marco Island Executive Airport,FDEP Permit No. 1 1-0129402.. 002"; (2) a plan view drawing of the Marco Island Executive Airport 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 • • Permittee: Collier County Ai, rt Authority Permit No. 11-0129042-002 - -Page 8of11 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 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. . . STORMWATER: 11.Storrnwater Treatment Facilities.(Basins DAI 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 II Outstan4inm Florida Waterbody(OFW)Prohibited From Shellflch Harvesting. 12. Stormwater Treatment Facility(Basin DA6): a_ Retention Area: Bottom Elevation . 3.50 Feet,NGVD Minimum Side Slopes 4:1 . BottomlSlopesBernis Seed and Mulch • Permittee: Collier County All port Authority Permit No. 11-0129042-002. Page 9 of 11 Receiving Body: Rookery Bay Aquatic Preserve,a Class II Outstanding Florida Waterbody(OFW)Prohibited From Shellfish Harvesting. Wet Season Water Table Elevation: 2.5 Feet, NGVD 13.For Basin DAI only,the minimum top ofberm 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 on or within one hundred(100)feet of all permitted discharge structures o later hthan 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 g 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 chill receive 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 Island Executive Airport T agar)remains in fall effect and is incorporated here.SPECLHCALLY,The oil/water separator shall be inspected on a regular basis and the skimmer socks replaced and sediment 1 Grooved,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 the T-Hangar project shall be coordinated with the construction of the proposed system.spreader swale for culvert from the oil/water s.. P P system. The `parator to the tempoia&y detention area shall be modified so that it properly 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 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. • • Permittee: Collier County A..,,ort Authority • Permit No. 11-0129042-002 - . Page l0 of 11 22.A Il required submittals,.such as certifications,monitoring reports,notifications, etc., - shalI 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 -Minimum Criteria for All Waters at All Times and All PIaces;General Criteria. 62-202.550-Criteria-Class II Waters. - Executed in Fort Myers,Florida STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Richard W.Cantrell Director of District Management RWCJI.B/CA/ca Enclosures I 1 pages attached II drawings attached One(1)reduced(11"x17')drawing,Figure 6,which indicates those lands to be conveyed. One(1)reduced(8 34°xl I')drawing,which indicates the wetland impacts_ Four(4)reduced(8%s"x1 I M)drawings,which indicates mitigation areas. Five(5)rednced(11"x17")drawings as signed and sealed by David S.Wilkison,P_E.,on January 30,2003_ Copies furnished to: CC: U.S.Army Corps of Engineers, -Collier County Property Apprais..t Florida'Fiish and Wildlife Conservation Commission D-eltorra Signatories The Conservancy of Southwest Florida,Attar EI"mor V.Krier,1450 Marihue Drive,Naples,Fl 34102 The National Audubon Society,Attu:Stuart Stahl,444 Brickell Ave.,Ste 850, i FF133131 The Florida Audubon Society,1331 Palmetto Ave.,Ste 110,Winter Park,F132789 �ezttal Defense Fund,At=.1.1-14.1p,257 Park Avenue,South,New York,NY 10010 Traak Walton League,Florida Division,Attn`J_Green,700 Biltmore Way,Apt.407,Coral Gables,F133134 South Florida Water Management District,Attn:Henry Dean,3301 Gun CIub RI,West Palm Be ch,Fl 33406 Florida Department of Co>mmrmity Affairs,Attu:Ray Eubanks,2555 Shumard Oak Blvd,TT11arT7-ee,Fl 2399-21D0 - The Deltona Corporation,Attn:Sharon Hummerhielm,999 Bricked Ave.,Suite 700,Mani,Fl 33131 Bd of Co Commissioners,Attn:Honorable Carter,3301 Tamiami Trail,East,Naples,Fl 34112-4902 • • SAJ-1997-2362(IP-HWB) Marco Island Executive Airport ATTACHMENT C. SPECIAL CONDITIONS Trash Road Mitigation Plan (13 Pages dated 2 October 2006) • • • • 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 expxncion 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 7.56± acres of wetland restoration; 213.97± acres of wetland enhancement; 18.96± acres of upland restoration; 20.99± acres of "other surface waters" preserve;_ 60.45± acres of upland enhancement; back-filling 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. • 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, regrachng an 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 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 SAJ-1997-2362(1P-HWB) PERNIIT# RECEIVED Marco Island Executive Airport Trash Road Mitigation Plan 11 _ 01 a 9U 4 2 n Oa 2 October 2006 JAN 3 0 2003 1 of 6 • • 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 (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 ingiess/egress easement road known as"Trash Road". After clearing, the areas diesig,ated 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 I 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 _ ,_ ----:.--.--- _ __ s: = -- . - _ - Armin- Minimum V Coinmou Name . s YScieniiftc Name l _ F. m Planting _ - Heist Container Instruction - - 1- - Size - _ - - -----; Farm Field Forested Wetland Plantings Sash pine 1 Paws erliottii 3 it 1 gaL I I O ft. 0.C. Wax myrtle I lMyrica cerifera 3 ft. 1 gal. J 10 ft. O.C. Cordgrass • I Svw- b� 12 in_ 4 in. , 3 ft.O.C. Gulfdune paspalurn I Pasociwun monostachyum 12 in. 4 in. 3 ft.O.C. Needlerush I fzutcus roernerianus i 12 in. 4 in. f 3 ft.0.C. Farm Field Herbaceous Wetland Plantings Saw grass Cladium jamaicense 12 in. 4 in. 3 ft.O.C. Gulfdunepaspalum Paspaiwn monostachyum 12 in. 4 in. 3 ft_O.C. Pickerelweed Pontederia cordata 12 in. 4 in. 3 ft. O.C. Spikerush Eleocharis interstintca 12 in. 4 in. 3 ft. O.C. Needlerush Juncus roemerianus 12 in. , 4 in. 3 ft. O.C. SAJ-1997-2362(IP-HW B) . Marco Island Executive Airport ....HERMIT# RECEIVED Trash Road Mitigation Plan 2 of 6 2 October 2006 01 2 9 n h ? no? ��. Table 1. (Continued) Minimum Minimum Planting Common Name Scientific Name Container g Height Instruction Size Farm Field Herbaceous Wetland Plantings Continued Leather fern I Acristichwv I 12 in. 1 4 in. 3 fl.O.C. danaerfolium f • - Farm Field Forested IIpland PIantings . - Slash pine Pinta elliottii• 341. 1 gaL ( 10$O.C. Wax myrtle Myrica cerifera 3 ft. I gal. 10 IL O.C. Wiregrass Aristida stric to 12 in. 4 in. 3 ft. O.C. Saw palmetto • Serenoa repens - 12 in. 1 gal. 5 ft. 0.C. Backflling Ditch - The ditch backfilling will include the medhanical 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 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 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 gea-we'b sections are provided in the mitigation plarm MITIGATION 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 ofpermit issuance. PEFM3T# RECEIVED 11 0129042 002 • JAN 302003 ® EP, SAJ-1997-2362(1P-HWB) D.E.P. Punta Gorda Marco Island Executive Airport Trash Road Mitigation Plan 2 October 2006 3 of 6 Page 3 of 13 RECER VED MONITORING jA11' 302003 Monitoring Methodology '•E.F. ?uata 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 monitor-kg will document conditions in the project site as they currently 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 transacts 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 ofpercent cover will be calculated for canopy and sub-canopy stratum. To facilitate an intensive, accurate, and repeatable sampling (Bonham 1989 P � Fm�n, the point frame method ) will be utilizeli for the ground cover strata:. Point flames 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. Any-plant: species directly below a cross point will be recorded, including bare ground. Each cross Water depths point represents four percent of the square meter_ ep 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 siftings, vocalizations, burow-,,nests, tracks, dro recording evidence and sib of wildlife (i.e., direct PP �,etc-). Fish and Aquatic Macroinyertebrate Monitoring Qualitative sampling of fish and aquatic macro invertebrates will be conducted using a standard D-frame aquatic dip net, mesh size 1.0 mm. Sampling will be conducted along vegetation monitoring transects 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-1997-23620P-HW I3) Marco Island Executive Airport PERIViT# Trash Road Mitigation Plan 2 October 2006 1 t 0 1 2 9 0 4 2 GO•4 of 6 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 pmgram- 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 IeveI data will be included in the annual wetland mitigation monitoring reports. MONITORING REPORTS The peanittee will submit annual monitoring reports to the-FDEP documenting the success of the mitigation program and general condition of the Trash Road (West)litigation 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 prom-am. • 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 • SAJ-1997-2362(1P-HWB) JAN 3 ?�Q� Marco Island Executive Airport PERMIT ifr M.P. Punta Gorda Trash Road Mitigation Plan 2 October 2006 1 1 U 1 e 9 0 4 2 002 5 of 6 Page 5 of 13 • 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 restoration areas will be traversed by qualified ecologists. Locations of nuisance and/or exotic and 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 levels have been reduced to acceptable limits �.e., less than three percent cover), inspections of. the mitigation areas will be conducted annually_ pections of Maintenance will be conducted in perpetuity to ensure that the enhanced and rest and uplands are free of exotic vegetation (as currently defined by restored wetlands following maintenance and that exotic and nuisance species will constitute noPmore immediately percent of total combined cover. three • REFERENCES Bonham, C.D. 1989. Measurements for Terrestrial Vegetation. John Wile York,New York. Wiley and Sons, New RECEIVED PERM 'Ffr JA td 3 G 20G3 11 0129042 002 D.E.P. Punta lX3rdL SAJ-1997-2362(i P-HW B) Marco Island Executive Airport D_ Trash Road Mitigation Plan 2 October 2006 6 of 6 Page 6 of 13 0 N1: A .....,.., `N.1 N.T.S. ' ij, k7- l per'" R26E i R27E i • 0 -- - - _ to ti. . • - . , _ . .v y i• - .i ai_ .- i .i - • •PROJE T LOCATI'ON_: . _ " '^_` :SEC 9, T'5 S,•R 26-"E ._ . 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Mk tgY,g in: ,SAJ-1997-2362(1P-HW13) Marco Island Executive Airport ATTACHMENT E: SPECIAL CONDITIONS Vegetation Management Plan (4 Pages dated 2 October 2006) Collier County Airport Authority Marco Island Executive Airport Vegetation Management Plan General 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 ofFlorida Administrative Code Chapter 14-60("Airport Licensing, 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`im _ary 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 regulations: I. Primary Surface—Generally defined as an area of airspace surrounding the landingltakeoff area(runway) designed to prevent an aircraft from flying into an object while trying to takeoff or land.The primary surface only extends down to the runway surface elevation,not to the ground_ No objects are permitted to extend vertically above the level of the runway in the primary surface_The Marco .#419 Island - •,nv=Airport primary surface extends 250 ft_ east and West of the Runw - 17/33 ,-.terline and 300 ft.North and South of either end of the runway_ Pe e Pttar r s exhibit 1 depicts the defined areas of mowing and vegetation r-- clearing within the primary surface. The`mowing"areas generally consist of j''i ? mss and weeds,which will be maintained at or below runway surface elevation_ Collier County 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(1 P-HW B) Marco island Executive Airport Vegetation Management Plan 2 October 2006 Page 1 of 4 • • 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 -.Ha;:y. Refenina to the attached exhibit 1,the approach surfaces for Runway • 17/33 at Marco Island Executive Airport are depicted by the hatched areas kt4M.,,,, - a ding beyond the primary surface at either end of the runway(700ft.to the North of the approach end of runway 17 and 770 ft.south of the approach end of runway 35). The 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 1/j . 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 ra mier, all vegetation shall be trimmed to a height of 5 ft._ above the surface. These areas consist primarily 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 length 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 ft. A 50 • -ft. "buffer"is depicted in the attached exhibit 1. For the purpose of physically performing this work in a safe and effective manner while preventing penetrations to the airspace surface,vegetation in this area shall be cleared to the.sunway 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—The Collier County Airport Authority shall on an annual basis retain the services of a licensed professional manmove 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_ Me contractor will be provided with a copy of this plan and shall conduct all clea*ing/t iumaing operations in accordance with this plain Prior to the commencement of any clmrin&trimanhag work, Airport Authority Stan shall meet with the contractor to go over the details of this plat. The contractor hired to perform the required clearing and trimming work shall stake the areas denoted to be cleared or trimmed on the mound- No mechanized equipment or machinery except for hand held machinery(i.e. chainsaws, trimmers etc.)will be permitted. SAJ-1997-2362(lP-HW B) Marco Island Executive Airport Vegetation Management Plan 2 October 2006 Page 2 of • 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 minimize 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 permitted_ The clearing of exotics shall also include the application of approved herbicide to remaining 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 cletar cut all exotics within the area designated for trimming. The remains of the exotics shall be treated with an approved herbicide. Schedule I_ Mowing—will generally be conducted in those areas designated in exhibit 1, according to the schedule below,however it maybe 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 2 Clearing and Trimming—shall be conducted annually,as necessary to prevent the vertical growth ofvegetation within the primary; approach and transitional surfaces as described above_ Each ofthese areas shall be cleared and trimmed concurrently each year so as to minimize intrusion and impact to these areas and in order to maintain unifonn/stable growth patterns. All clearing and trunming will be conducted during the period commencing not prior to October 1 and Conclnding prior to March 1 each year so as to avoid interference with the nesting season of the endangered North American Crocodile. 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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, mitigation, or at the expiration of the construction authorization of the permit, whichever h err comes first. The drawings and Ger ti ication 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 Cer li€ication 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 Corps 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 Army 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 all created and/or 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 orlow) servicing the mitigation areas. _ f) Any stormwater management system, that is a part of a wetland creation, restoration or enhancement mitigation project, especially elevations of the inverts of the control structures. 1 • 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- 001 9. If you have questions regarding this requirement, please contact the Enforcement Section at 904-232-3697. 1. Department of the Army Permit Number 2. Permittee Information: • Name Address 3. Project Site Identification: Physical locationfaddress 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 Engineer Name(Please type) (FL, PR or VI)Reg Number - Company Name Address City State ZIP (Affix Seal) Date Telephone Number 2 SAJ-1997-2362(1 P-H W B) Marco Island Executive Airport Deviations from the approved permit drawings and special conditions: (attach additional pages if necessary) 3 21 . Engineering Checklists — 1 Copy Engineering/Stormwater Standard Minimum Checklist Submitted Y N N/A Comment 1. V How trash is handled and disposed of? 2. .f Finished floor elevation must be at least 18"above road or at 100-year _storm elevation. 3. ✓ Provide note stating which entity is responsible for maintenance of water management 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 V 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 ,,/S Minimum road centerline longitudinal grade is 0.3% 16 V Minimum allowable road elevation is 5.5.'NGVD 17 ✓ Minimum aisle width for 90 degree parking is 24' 18 f Driveway must not be too close to intersection 19 ✓ 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 4 2' 14 isg 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 t/ 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 inspected. 27 ✓ 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 Ek'i'E WD EID T'J EDR. 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 f 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 -�yf Q.6 Q1�0`t Mt Cl`� �ILL VG l'� 37 ' 1 ✓ Submit Paving & Drainage Review& Inspections fees c).cops viooiL k.bcti ci. ,il-. I hereby rtify that I have personally checked the above items. A �-` A Oche$ C U/4-e rY-e . Signa ure of Printed Name Date Updated 1/15/2009 Utilities Standard Minimum Checklist Submitted Y 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. 6l2Adli MIUBt wtu-ki3r 3. 1/ Submit cover letter in the engineers report Ord 2004-31 Section 8.2.3 a thru f 4. ✓ Submit engineers estimated cost of construction Ord 2004-31, Section 8.2.5 5. ./ Submit review and inspection fees. Ord 2004-97 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 i0 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 ,f 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 i7 ✓ 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 8.2.5 I _ 23 ,f 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 / 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) i 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 rtif that I have personally checked the above items. Signature 5, f P E. Printed Name Date Updated 1/I 6/2009 Engineering Transportation Standard Minimum Checklist Submitted Y N N/A 1. ii Roadway Improvements Comment 2. 1 Access Management Considerations 3. ✓ Connection spacing/corner clearance 4. '/ Type connection 5. ✓ Median Controls 6. V Turn Lane Improvements 7. ✓ Directional Improvements 8. ✓ Traffic Circulation 9. ✓ Throat length 10 ✓ Right–of-way Considerations 11 Existing R/W vs. Ultimate RAN requirements 12 Sidewalks/bike paths 13 / Traffic signals 14 f Traffic control considerations 15 ✓ Shared signal responsibilities • 16 Location/type of access lighting 17 ✓ Signing/striping requirements 18 // Interconnection 19 I. TIS Requirements 20 / ROW Permit required or submit existing ROW permit no 21 I hereby c ify that I have-personally checked the above items. Lt�. . And ves 6 0'6 61211.— Signa re of P -E. Printed Name Date Updated 1/15/2009 22. Drainage Calculations — 3 Copies 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 r ' JANUARY 2009 G TABLE OF CONTENTS Page 1. Introduction 1 2. Design Criteria and Parameters I 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 Input Data .. 8 Curve Number Calculations 9 Infilliation Calculations 10 Post-Development Conditions Nodal Diagram . 11 Basins 12 Nodes 12 Operating Tables 12 Weirs . 13 Rating Curves 13 Simulations 13 Link Connectivity Report . 16 Output Data 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 23 Basin Summary . 24 Node Maximum Conditions Report 25 Link Maximum Conditions Report 26 Link Minimum Conditions Report 27 100 Year—72 Hour Storm 28 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 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 2.1 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 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 1 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 2 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 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 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. 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 • J URS CORP. Made by: 1CG Date: 1/5/2009 Checked by: Time: S:00 AM MARCO ISLAND AIRPORT (DRY DETENTION POND) C,ga R S F ..c<4._z 0 -` G . trk GAL 4.v ./r tl. t S � .l :. 40 a+;'t2 dea Total Drainage Area= 0.995 acres. Impervious Area= 0.649 acres. (C= 0.95 ) Pervious Area= 0.296 acres. (C= 0.25 ) ? ♦E'"y.a,cv+.� . .�.k.711, .sV�e r',y.." Y- ,r .,. ,KCx s:a�K nzsSAi�o ,€4', . :$°-a 4 w,c WET-DETENTION TREATMENT VOLUME= 2.5"x %impervious AREA or I"x AREAtotal 2.50 inch VOLUME= 0.14 ac.-fl.or 0.017 hectare-meters. 1 inch VOLUME= 0.08 ac.-ft.or 0.010 hectare-meters. WET-DETENTION VOLUMEtrmt= 0.14 ac.-ft.or 0.017 hectare-meters. DRY-DETENTION VOLUMEtrmt= WET-DETENTION VOLUME x 75.00% DRY-DETENTION VOLUMEtrmt= 0.10 sc.-ft.or 0.013 hectare-meters. RETENTION VOLUMEtrmt= WET-DETENTION VOLUME x 50.00% RETENTION VOLUMEtrmt= 0.07 ac.-ft.or 0.008 hectare-meters. TREATMENT VOLUME REQUIRED: , A �<i°V1t@ ti!7rtx nt�9�Q�ii tiiYiT.��t�7l�ida C s 5" STAGE-STORAGE CALCULATIONS TOTAL STORAGE STORAGE VOLUME ABOVE AREA VOLUME WT EL.OF 1.70 ELEVATION ,, (ACRES) (AC.-FT.) (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 0.00367 0.00276 3.00 0.076524 0.03953 0.03862 3.50 0.086668 0.08033 0.07941 4.00 0.097010 0.12625 0.12533 7 REQUIRED WATER QUALITY TREATMENT VOLUME= 0.10 AC.-FT. WEIR ELEVATION= 3.81 PROVIDED WATER QUALITY TREATMENT VOLUME= 0.11 AC.-FT. f • J 6 FLOODROUTING ANALYSIS 7 I j INPUT DATA 8 • CURVE NUMBER CALCULATIONS (POST-DEVELOPMENT CONDITIONS) 1 2' - �� ; " t4AV ET I,VP� 0i: `' � �tMPAR "� PE�K�� PC �d 7 � � � - .s ir - K ' _ e7,1 r �� 1 , �E S 1,0 3 y 1:, i 1 1A l _ AREA I 0.945 0.649 � 96 � 0 296 15 r • 7 / - ' _, ' INFILTRATION CALCULATIONS BASIN: POND � i 0.76� |NF|LTR�T|ON RATE (FT8}AY): ! 1 . . } TOTAL EFFECTIVE | POND POND INFILTRATION ` AREA AREA RATE � STAGE (ACRES) (ACRES) (CFS) � 1.700 0.001980 0.000080 0.08000 2.000 0.002771 0.000791 0.00030 '` 2.490 0.004450 0802470 0.00085 , 2.500 0.066916 0.004936 0.02488 � 3.000 0.076524 0.074544 0.02856 i 0.086668 0.084688 0.03245 � 3.500 . � � 4.008 0.097010 0.006030 0]]3841 � | , ` , � i ` l ' 1 ' . ` , ( -^ . 1~ ` -/ ]� '/ 10 I 7 I NODE CORF OUTFACE C POND GROUND 1 1 LINK 1 CORF RC-POND RATIN LEGEND: 7E Ac Contributing Basin a D. � Basin Name c7e.15 Basin Area Curve Number i 1 POND Node Name aousD Boundary Node WEIR VERT. TYPE I NOR S-6 X (WEIR FL 1-78-1p> Weir Link With (Weir Elevation) ORIFICE FREAD EQUATION - RC-POND ---E> Rating Curve Link MARCO ISLAND AIRPORT NODAL DIAGRAM SHE cET POST-DEVELOPMENT CONDITIONS I of 1 I MARCO ISLAND EXECUTIVE AIRPORT POST-DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS INPUT REPORT ------ • ---- Basins -= --- Name: AREA Node: POND Status: Onsite 7 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(%): 0.00 ----------- ----- ---- --- Nodes • Name: GROUND Base Flow(cfs): 0.000 Init Stage(ft): 1.700 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 Init Stage(ft): 1.700 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: POND Base Flow(cfs): 0.000 Init Stage(ft): 1.700 Group: BASE Warn Stage(ft): 4.000 Type: Stage/Area 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 -- --- ----- -- ----------------- ------- ------------- ------------ Name: OT-POND Group: BASE Type: Rating Curve Function: US Stage vs. Discharge Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 1 of 4 !2- 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 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 j 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 -=a= Rating Curves --------- ------------------ Name: RC-POND From Node: POND Count: 1 1 Group: BASE To Node: GROUND Flow: None TABLE ELEV ON(ft) ELEV OFF(ft) 41: OT-POND 1.710 0.000 #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 MUST BE TURNED OFF FOR 25 YEAR AND 100 YEAR STORMS Hydrology Simulations n====_____'� ---- ---=== _==` ____=----- Name: 100YR72HR 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: 10YR24HR Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 2 of 4 13 • MARCO ISLAND EXECUTIVE AIRPORT POST-DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS INPUT REPORT Filename: C:\FLOODROUTING DATA\MARCO ISLAND\10YR24HR.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 i 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) 11I 100.000 5.00 <==n< =-=<<Routing Simulations <�<�-=_6_ -------- -----�___ ��«se�a=a_— r ' Name: 100YR72HR 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: 10YR24HR Hydrology Sim: 10YR24HR Filename: C:\FLOODROUTING DATA\MARCO ISLAND\10YR24HR.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): 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) ©2002 Streamline Technologies,Inc. Page 3 of 4 MARCO ISLAND EXECUTIVE AIRPORT POST-DEVELOPMENT CONDITIONS FL00DROUTING 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 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 ------ =�=LBoundary Conditions aao_____ge__sa=a=�e_.._____=a ====_ • Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 4 of 4 ' 5 0 • O O t10 ✓ C 0 0 U N .0.0 ai ✓✓C 0 0 0 0 111 01 Z 0 N E O a1 C7 W 0 T i+ N N N m ✓ 4).- F N 0 0 ay E C rn az F o s+ c v 0 - m y Q 0 0 U F HO;2 a r- 03- oz OH w '00 v OU 0a N O z U T N E_/ F 0-i 0w z1z O� rj- b U 0 0 (7 C C [�y� S N✓ H ° H � 0H m ua O O u o a x 1 � a) aao F F K 0 5a0 O O H a) C1 O A • b zzz a1 0 000 b • Z wwa • o � W •� b a www 0 o Q Q 2 0 N 0)0)C0 o b 0� q woo m r rn o z W 2 1 0 0 O Z CJ O • U H Q) H I6 • OUTPUT DATA /7 10 YEAR - 24 HOUR STORM • 18 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 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): 0.945 Vol of Unit Hyd (in): 1.000 • Curve Number: 78.150 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 2.989 Runoff Volume (in): 4.490 Runoff Volume (ft3): 15401.228 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. 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O N 7 m m m O O e E p,N 0 0 U) �.,)1 M m t J F 1-1 O O N PA xC' U A 'E 1 N aaa Trl O M=M p ■ 10 N N N • m aaa >-■ o0 00 0 0 0 G Fy Pi • .ty 7 CO(0N 0 ■ H al0)0 Qi • • N v a a o U m 0 4 z0 o z owa Z H 0 N O 0 H N • 2Q MARCO ISLAND EXECUTIVE AIRPORT POST-DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS LINK MAXIMUM CONDITIONS REPORT (10 YEAR - 24 HOUR STORM) Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US 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 10YR24HR 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) ©2002 Streamline Technologies,Inc. Page 1 of 1 a. 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 Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft ft ft ORIFICE BASE 10YR24HR 25.00 -0.000 0.000 25.00 1.700 0.00 1.700 RC-POND BASE 10YR24HR 0.00 0.000 0.000 25.00 1.700 0.00 1.700 S-6 BASE 10YR24HR 0.00 0.000 0.000 25.00 1.700 0.00 1.700 • ..l ".l Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 1 of 1 2, { 25 YEAR - 72 HOUR STORM 1 L3 MARCO ISLAND EXECUTIVE AIRPORT POST-DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS BASIN SUMMARY REPORT (25 YEAR - 72 HOUR STORM) i 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): 12.00 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 (%): 0.000 Time Max (hrs): 60.02 • Flow Max (cfs): 4.858 Runoff Volume (in): 9.672 Runoff Volume (ft3): 33178.252 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 1 of 1 w 0 0 cd Pr ■ X 3 I/) O O CO t M O W 0001 Z 0 00,7 W ✓ O O t7 7 0 0 3 m 000D E04- 00,-1 H W o 0 o L to X M0 0 ! X 3 m o m o m Ow om,. fX H 0 o T m• w 0 oe m H ' 02 , 0.0 0 OHO F G o o 0 XH m H H X a a ° a - . m N 000 , tr. ,I M,M 7 4 W FH 0 N.t v C)N N ti X I,.,IOQ„a £ U ,0z,_, o Fa x m 0)4( 000 Z0 .wo+W 000) 0 x W ZON ^-1M 000 4J WdH U - Ott) 00o t-! 000 000 0 0 ti 02 H U 00H 00)J-I 000 N I a 0 0.4 0 00 04. ry o0o H 0 0) q 4 m m m p a m m m 2 S •� X m+-+ oo) m b W 00m 0 22 41 i ..1 . . GO 2 H H m N O 0 vv. 00m E 0,H 000) F u 000 rn ro P-1 U v o a a 0) xxx b '.i N N N m aaa 0 N N r 7 7 .10,7 0)0)4 ti 0 0 7,14.12 m ” O. 7 020 b m 44,4 0 a 0 ro -4 0 O a> v IrU z b y U O N O 0 H 0 q f I., f, 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 Q 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) ©2002 Streamline Technologies,Inc. Page 1 of 1 2_6 MARCO ISLAND EXECUTIVE AIRPORT POST-DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS LINK MINIMUM CONDITIONS REPORT (25 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 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) ©2002 Streamline Technologies,Inc. Page 1 of 1 Z7 • •-■ 100 YEAR - 72 HOUR STORM .J 1 MARCO ISLAND EXECUTIVE AIRPORT POST-DEVELOPMENT CONDITIONS FLOODROUTING ANALYSIS BASIN SUMMARY REPORT (100 YEAR - 72 HOUR STORM) • Basin Name: AREA Group Name: BASE Simulation: 1O0YR72HR 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): 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 (8): 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) ©2002 Streamline Technologies,Inc. Page 1 of 1 z9 • 0 0 0 on i P4 . X 3 H 0 0 M 10 o w 000 . X..O OOm 4.4 L 000) 7 0 N 3 N 000:, . E 01-3 000 . E-'#4.0 H ' OoO 4. ma X 7 ro0 X3h 00)0 . NOW Omu) W 0 O m M C 0)n H 0) N 000 1 E 0 4 000 .. .-t H w 000 oo c XI-1 w X 0 Z N 0--- W wN OO N -1 1-"n W O Now 0 U • >]FA H0)NN X H O'.OH0 OD 1 H U H O • U H 0 ✓ CPW oOO) 0) W w zXN ,.i w 000 >C�1..100 0)1l 000 W a'E•'U I O N 00. .0 nda r 0 .. ,>,,,93-3[0 H • moor t,OJJ 000 H O o ow OO O 0) . E.,[+. 00 +i w o 0 o •r7 £O W.a w N mm Pp a �` w 3 Q) tt • X 0, 0 0 m 0 bow 00.- N X ro Hr.= Y N ,,,c O N 0 ry N m Qom P4 �� 000 a i 4.1/ 000 0 co X . w o• xxx ..1 N N w▪ XM cu b0 4 N 0.N 7 000 E OO O0 p g4 b 0 d 00 W Q/ N 7 0 a al m 0 0 W c0 N 1 rd .f i 1 U ro 0Pc0 +1 Z SE p, U O O gU O U H Nd 30 MARCO ISLAND EXECUTIVE AIRPORT POST-DEVELOPMENT CONDITIONS FL00DROUTING 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 Q 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 100YR72HR 0.00 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 El • •t i Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 1 of 1 ai 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 0 US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft ft ft ORIFICE BASE 100YR72HR 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 100YR72HR 0.00 0.000 0.000 7.87 1.700 0.00 1.700 • • -1 ( Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 1 of 1 3 z , . -,, --!' I . . . . SHEET NO. PROJECT NO.: ROAIIY: COLLIER BY:J.C.G. . 1 OF 1 _ . -1 DRAINAGE 'RAD. NOTES I AREA(ACRES) TIME ICAL ZONE 8 FREQUENCY 10 YR. HYS. n= 0.012 RCP TYPE TYPE C= 0.95' OF STR. OF OF LENGTH Cr 0.00 SUB CONC. VELOCITY n= 0.020 - CAP 1 NO. STR. LINE (FT) Cr 0.25 TOTAL (MIN.) (FTISEC) 1 UPPER INCRE • (CA) PE •LOWER MENT TOTAL ) REMARKS , 0.286 0.286 0.272 10 K=0.00 d/D= 1.00 -1 S-1 B M 139 0.000 0,000 0.000 10.0010 0.43 MISC.HEAD LOSS=0.00 0.059 0.015 18 •-'-',j,i.',Ya2;-'.itii,$i?..,;'.'egv-i1•4•::".101=11-C101.1 --ii,...1i4ii S-2 - ""•''•-•-•••••• t).95 .-- •- -'"'''''''''.''"-'.-ir•''''I'''i','''''''''•'5.";ir,•'..iL-1P'11.,':?.:',''.iT)':',!:,:l':',-'.-.,.....'4'':;1"'',;!ii; k',I';00PiMtiiirgeii21-4P:1!4;;'1-.Mtg....',,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,'"••••"..•'.,•'.';:.---Z-. ' Ll' :'''''''' ''''''''''4'1649:(''''. 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PSERCE 6 L."7 � 7 6 STUART cart lit �it *11". JO t k r e i o it £.t �9 JURITER '�"�^41 , wE5? r... .�'/ PaLM $EACH . F itt 0,, R B 9 \z2::,..44.41116 �� 90ca BATON 7 NAPLES IS qtr 1),14.101 9 IV LAUDERDALE „N 4:4. „....„.. ,... -,... r •j�, 4:AM 1 7 ' gillr 4+4'ROJECT LOCATION s toti(Fij 6 s (� A UN;T ..INCHES ¢Q\ZV 0 ID 20 30 `7 MILES 1 FIGURE C-4. 1-DAY RAINFALL: 10-YEAR RETURN PERIOD c-s . 1116W11. II • 1t 1 rt� 0-• ANDO�__r- • . -1 ATLANTIC rw 1 ta-: 1 0 C E A % 11 .. ,III q , ,a iNlitii, ) 1 1° A. y& 1 i‘ - — — — ,. rl 1 , i..... .. 1..._ i I ( , e • ��. FT. PIERCE --.1 L____ . - \ ID 1 I I `r12 1.-----, �. f4 • f35TUART •10 4 r.Rrt oXttc t Vi� atUP1TER . - Alk ,‘\FIttlitic -21 ')' 1Q •T. PAL.14 BEACH 1s I V 16 ,1 a 1/0- 17 B4CA RAT I fir► ♦ � `�y 16 • .µ,LEY �. NAPLE512 13\ """""Apr i► 15 Ui LAUDERDALE . :.itthiotiiih4. iiiir Illia/3 -, I - '276'6 .■ Ililiall■ 1491600Vil ' - Ali. i. II I. 1 . 41 rti I I iv 1 PROJECT LOCATION ii 12 11 11 z II ' t1 A UM IT • INCHES ll Ga r • 0 (MILES 30 _i 12` k? FIGURE C-8. �3.-DAY RAINFALL: 25-YEAR RETURN PERIOD C-10 \ I 14 j 1 I 13 r.-6 13 RLAN00 t d "-- - — 1 4. rL A- A: TI C ,, i _1 1 ., I a C E 4 N 1z 14 r \ • O J 0 I #4 0 sill.e•V, I 10 yak) 1 IIII i\ •>t i ri, 14 1 10 � ,t2 • L___ _ s* ID. j tz FT. PIERCE L—� ll 14 STUART \iimpo....--L.... _ Aillinik i l . * LArt 704. 1 or 1 Jj4jr ,� k! t6 LALM BEACH 15 1 ykrei, to a zD14 •� c ZzBOCA.RATON �� TPA ALLEY *" NAPLES / IQ3 _ j► 1e Lw°DERaALE lir 4 ii �t :IAM7 .rte! 16 P ROJECT LOCATION III 14 14 14 00 14 6 UNIT s INCHES • D 10 20 30 16 14 {40%1• MILES "`Y FIGURE C-9. 3-DAY RAINFALL: 100-YEAR RETURN PERIOD c-11 VOLUME 2—PROCEDURES Florida Department of Transportation Drainage Manual 625-040-205-a Page72of98 , ` � c , 1 �u 0 /�� e > ✓" s(6 I C ...T�-__� cC.P a Q� /C) O I 7 0 2 .§.. s )J��, c , % a I = J \r'" E I" ' - T --+- CL Y 4 O p I o a) I qq L D. 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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: 1-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: 1-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 0.30 0.40 I Rooftops and pavement 0.95 0.95 0.95 0.95 Pervious pavements c 0.85 0.95 0.90 0.95 SFR: 1-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 depth and degree of permeability of underlying strata. Note: SFR = Single Family Residential MFR = Multi-Family Residential gnR299b/06b 625-040-205-a Page 52 of 98 Table 5-7 DEFINITIONS OF FOUR SCS HYDROLOGIC SOIL GROUPS Hydrologic Soil 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 High 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 High 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) . • • gnR299b/06d 625-040-205-a Page 53 of 98 Table 5-8 i 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 62 71 78 81 With conservation treatment Pasture or range land: 86 89 -, Poor condition 68 79 79 9 86 80 Good condition Meadow: good condition 30 58 71 78 Wood or Forest Land: 45 66 77 83 Thin stands 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 Fair condition: grass cover on 50% 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 and Business Areas (85% impervious) 89 92 94 95 Industrial Districts (72% impervious) 81 88 91 93 Residentialc: ' Average lot:size Average % Impervious 77 85 90 92 1/8 acre or less 65 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: 98 98 98 98 Paved with curbs and storm sewerse 76 85 89 91 Gravel 72 82 87 89 Dirt -1 Paved with open ditches 83 89 92 93 77 86 91 94 Newly graded area (no vegetation established)f 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 = 0.2S. Reference: USDA, SCS, TR-55 (1984). gnR299b/06e APPENDIX B FEMA FIRM MAP ., M4} '~„xY :'}'f . lrJ �LIV . ___ '•ads C?ri?,X`¢�i�'f•,aR,E t.„ — sy ,j, i i APPROXIMATE SCALE IN FEET 3 .- r ��; .4_,....,:,43..--,,,,..- 2000 0 2000 „T, t ,�of t' F---1 I'---1 1 I 4o, ,,v;r ;.P`. r,sn ,, I *r { Sr t x :ri, t g srr 'i '57. i-: S vim,4041 try / Y.y t t °e., 1 x t ,' t. • NATIONAL AL FLOOD INSUR CE P RO G, R. v � :„Ai31 � 'y- A - � 4'•S7 l � -t S Y" , g g/N; y+rte iy�� t -"*'744 1 Xat ' y , a, e AF S Y Pyf r sl, .4.T s� AAP ill- c Ka' ° ;2 FIRM 4};:. t; r y. rr, .y 20067 0802 , L r f ,t .0,1,...1'...-,i,i }' -. ' s `, '� a.' 4 fL ri INSURANCE RA�`, 1AP e a -, ',)i-,.-0,1-1+4,ic,:::ffl.n: yk.,, .94,..go-A, iµ' - COLLIENTY fOr ; .' `` FLORIDA Y 4 ,�. :**�� A+x44 (UNINCO• D AREAS)•L sT,l �, ,.,, 1 14,1 s s Ali s. ,�£ �i„ PANEL 82 ST • i .---4 °-yf �s •.-'*g',: (SEE MAP INDEX FOR PANELS NOT PRINTED) <sKd y` t t �� N�'��-"`�,��`�p�}> try } r Rr 4Ti> t 5 u4r 1 j„t 4 v"}fty t. a +' :1.- 1 0 f %.. 1-. ......,,12,:,;, ,4,4,1-ii-Tx. - r ., $* : ,-,m 7.''/£44 to r• 17 .., ' 4.4. a, 4 ,:4,2c 'i-sr`”-Z=1, THIS MAP INCORPORATES APPROXIMATE T "wrR it�^ '�tf,iI, �.i„▪ +!: B•,QUNDARIES OF COASTAL BARRIER RE- spt "s �' RCES;- TEM UNIT AND/OR OTHER- . f �'e 1 iy�a l> +' r ISE fl�eg4 ED AREAS ESTABLISHED ',- -,., x ,- sY %v▪ r ND t ahASTAL BARRIER IMPROVE �j;Y,',aj+J(' C��, � m„r T OF 90 (PL 101-5911. n,• "-.A.A r . '''.."'"•'•••••COM NITY—PANEL NUMBER: � '�6 `,, 120067 0825 E K y r SHOWN O � �-� .�` � t . MAP REVISED: rT� nM/ off J t f,'3, > , r ( tZ - AUGUST 3, 1992 .' .G_ �n: • I e Federal Emergency Management Agency) c,a1i'4 \^?Y krMf- i L�hc::;;.:. '..' This is an official copy of a.portion of the above referenced flood map. It•s'' '. : was extracted using F-MIT On-Line. This map does not reflect changes j t f� i or amendments which may have been made subsequent to the date on the y j title dock. For the latest product information about National Flood Insurance ' Program food maps check the FEMA Flood Map Store at www.msc.fema.gov • Map of the Marco Island Executive Airport was too large to scan . . The Map can be viewed in the Minutes & Records Department