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Agenda 07/12/2022 Item #16A14 (After-the-fact submittal of RESTORE funded Priorties List 3b grant application with FDEP Deep Water Horizon)07/12/2022 EXECUTIVE SUMMARY Recommendation to provide after -the -fact approval for the submittal of a RESTORE Funded Priorities List 3b grant application to the Florida Department of Environmental Protection (FDEP) Deepwater Horizon Program (DWH) for the engineering, design, and permitting as part of the Collier County Watershed Improvement Project in the amount of $4,500,000. OBJECTIVE: To receive after -the -fact approval from the Board of County Commissioners to submit a RESTORE Funded Priorities List 3b grant application to the Florida Department of Envirom-nental Protection (FDEP) Deepwater Horizon Program (DWH) to provide funding for the potential reduction of engineering, design and pen-nitting costs for the Collier County Watershed Improvement Project (CWIP). CONSIDERATIONS: The Florida Department of Environmental Protection (FDEP) Deepwater Horizon Program (DWH) sent announcements on June 14, 2022, for project proposals to fund under RESTORE Funded Priorities List 3b programs. The Collier County Watershed Improvement Project (CWIP) proposes enhancement of hydrologic conditions in the natural area immediately east of Naples, FL between 1-75 and US-41 by withdrawing water from the Golden Gate Canal and diverting it to the Picayune Strand State Forest. The CWIP falls under the eligibility requirements for the Gulf Coast Resiliency Program, Gulf Coast Hydraulic Restoration Program and Water Quality Improvement Program. The project proposal is for funding assistance to cover the engineering, design and permitting costs portion of the CWIP. The grant application is due for submittal by July 11, 2022. Collier County CMA No. 5330 authorizes the County Manager to approve the submittal of grant applications with subsequent Board of County Commissioners action at the next available Board meeting to ratify the approval as "after -the -fact." FISCAL IMPACT: The maximum grant request permitted is $4,500,000. The engineering, design and permitting cost for this project is expected to be $4,500,000. There is no match required. GROWTH MANAGEMENT IMPACT: There is no Growth Management impact resulting from this action. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to form and legality and requires majority vote for approval. If all or a part of the requested grant is awarded, staff will bring the item back to the Board for its review as part of the acceptance process. -JAK RECOMMENDATION: To provide after -the -fact approval for the submittal of a RESTORE Funded Priorities List 3b grant application to the Florida Department of Environmental Protection (FDEP) Deepwater Horizon Program (DWH) for the engineering, design and permitting as part of the Collier County Watershed Improvement Project in the amount of $4,500,000. Prepared by: Gary McAlpin, P.E., Principal Project Manager, Transportation Management Services ATTACHMENT(S) 1. CM MEMO (PDF) 2. FPL3b Grant Application (PDF) 3. RESTORE Bucket 2 funding announcement (PDF) 4. Attachment — I PermitDrawings (PDF) 5. Attachment-2—CWIPProjectOverview (PDF) I Packet Pg. 722 07/12/2022 6. Attachment I 2—OperationsandManagmentPlan (PDF) 7. Letters of Support_ (PDF) 8. [Linked] Attachment — 6 — PrivateLandownerCoordination (PDF) 9. [Linked] Attachment-8—VegetationHydrologyEffectsAnalysis (PDF) I Packet Pg. 723 07/12/2022 COLLIER COUNTY Board of County Commissioners Item Number: 16.A. 14 Doe ID: 22700 Item Summary: Recommendation to provide after -the -fact approval for the submittal of a RESTORE Funded Priorities List 3b grant application to the Florida Department of Environmental Protection (FDEP) Deepwater Horizon Program (DWH) for the engineering, design, and permitting as part of the Collier County Watershed Improvement Project in the amount of $4,500,000. (Gary McAlpin, P.E., Transportation Management Services). Meeting Date: 07/12/2022 Prepared by: Title: Management/Budget Analyst — Growth Management Operations Support Name: Tara Castillo 07/01/2022 9:24 AM Submitted by: Title: Division Director - Operations Support — Growth Management Department Name: Gene Shue 07/01/2022 9:24 AM Approved By: Review: Growth Management Department Growth Management Department Growth Management Department Grants Office of Management and Budget Grants County Attorney's Office Office of Management and Budget County Managers Office Board of County Commissioners Gene Shue Additional Reviewer Jeanne Marcella Growth Management Department Trinity Scott Transportation Valerie Fleming Level 2 Grants Review Debra Windsor Level 3 OMB Gatekeeper Review Therese Stanley Additional Reviewer Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Susan Usher Additional Reviewer Amy Patterson Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 07/01/2022 11:49 AM Completed 07/01/2022 1:38 PM Completed 07/05/2022 8:27 AM Completed 07/05/2022 4:06 PM Completed 07/05/2022 4:35 PM Completed 07/05/2022 4:40 PM Completed 07/06/2022 10:16 AM Completed 07/06/2022 1:55 PM Completed 07/06/2022 4:00 PM 07/12/2022 9:00 AM I Packet Pg. 724 1 Cofwr County Office of Management & Budget TO: Amy Patterson, County Manager CC: Trinity Scott — Deputy Department Head Growth Management Department Beth Johnssen — Division Director Capital Project Planning, Impact Fees and Program Management FROM: Therese Stanley Manager — OMB Grants Complianc DATE: June 30,2022 Grant Application Reviewed and Approved by County Managel, 0 * designee, f — County Manager A ftcr-thc- Fact Approval by the BCC is required at the July 12, 2022 BCC ineeting RE: County Manager review and approval to submit a state grant application to the Florida Department of Environment Protection (FDEP) for the Florida Gulf Coast Tributaries Hydrologic Restoration Program (THRP) in the amount of $4,500,000 (ATF 22-013) The Coastal Zone Management (CZM) Division is applying for the Florida Gulf Coast THRIP through FDEP. This grant will provide funding for the potential reduction of engineering, design and permitting costs for the Collier County Watershed Improvement Project (CWIP) under FIDEP's FPIL 3b Tributaries Hydrologic Restoration Program. The CWIP program proposes enhancement of hydrologic conditions in the natural area immediately east of Naples, FL between 1-75 and LIS- 41 by withdrawing water from the Golden Gate Canal and diverting it to the Picayune Strand State Forest. The grant application request is in the amount of $4,500,000. This is the total amount of the project cost expected for engineering, design and permitting. There is no match requirement for this grant. FIDEP issued a Notification of Funding Opportunity on June 14, 2022 with applications due no later than July 11, 2022. Due to the short turnaround, we are asking for your approval to submit the application followed by an After -the -Fact approval by the Board of County Commissioners at the July 12, 2022 BCC meeting. Once you have reviewed the amendment, please sign in the box above and in the areas marked throughout the application and call me for pickup at 239-252-2959. Thank you, and please let me know if you have any questions regarding this request. 2 �-i� E 3299 Tamiami Trail East, Suite 201 - Naples, Florida 34112-5746 - 239-252-8973 - FAX 239-252-8828 1 Packet Pg.��577] RESTORE Funded Priorities List 3b Project Proposal Planning Sheet and Guidance The Florida Department of Environmental Protection is seeking project proposals for consideration of RESTORE Act funds to be distributed as grants to governmental entities and non -governmental organizations for Funded Priorities List 3b programs in Florida. Please submit your project proposal using the portal at https://survey.alchemer.com/s3/6527856/Deepwater- Horizon-Pro4ect-Portal. This sheet may be used to plan proposal information before entering information directly into the portal via the website. You may copy and paste the information for submittal through the portal. The Department will notify through GovDelivery and the Deepwater Horizon Program website when the portal is open. Once open, the Department will accept proposals for at least 30 days. Project proponents are strongly advised to become familiar with RESTORE FPL 3b Program FAQs before using this form. Required items marked with a red asterisk "' Florida FPIL 3b Program: Tributaries Hydrologic Restoration Program (THRP) * Project Details Project Sponsor: Collier County * Project Title: Collier County Comprehensive Watershed Improvement Plan * Existing DWH Portal ID Number: (if applicable) RESTORE Planning Framework Technique(s): * (Select a// that apply within the selected FPL 3b program) EIGCRP-Protect Natural Shorelines [�IGCRP-Land Acquisition ZTHRP-Restore Hydrologic Connectivity ZTHRP-Restore Natural Salinity Regimes OTHRP-Land Acquisition EIWQIP-Reduce Excess Nutrients and other Pollutants to Watersheds-Stormwater Management DWQIP-Reduce Excess Nutrients and other Pollutants to Watersheds -Erosion and Sediment Control 0WQIP-Reduce Excess Nutrients and other Pollutants to Watersheds -Sediment Reduction E:IWQIP-Reduce Excess Nutrients and other Pollutants to Watersheds -Land Acquisition NWQIP-Reduce Excess Nutrients and other Pollutants to Watersheds -Non -potable Reuse RESTORE Comprehensive Plan Goal: Note: The portal will populate the Comprehensive Plan Goal automatically based on FPL 3b Program selected above. For your convenience, the goals are also listed here. THRP-Restore Water Quality and Quantity I Packet Pg. 726 1 Use the space below to describe how the proposed project will address the comprehensive plan goal. (2,500 character limit) The Collier County Watershed Improvement Project (CWIP) proposes enhancement of hydrologic conditions in the natural area immediately east of Naples, FL between 1-75 and US- 41 by withdrawing water from the Golden Gate Canal and diverting it to the Picayune Strand State forest. The project area was once part of a much larger watershed draining from the north. Development of the Golden Gate Estates subdivision and the associated network of canals cut off the northern third of the watershed. The runoff from that northern area was diverted into the Golden Gate Canal (GGC) as well as other ditches and drained to Naples Bay. The bay's' estuarine ecosystem has been degraded to excessive freshwater. The redirection of flows has also dehydrated of the area south of 1-75, with attendant changes in vegetation communities due to the changed hydrologic conditions. Collier County now proposes to return a portion of that diverted water to the project area. Due to other permitted water uses of the GGC flows, development within the project area for recreational and some residential commercial uses, bordering urbanization, and the importance the habitat area for listed species, especially Red Cockaded Woodpecker and Florida Panther, Collier County proposes hydrologic enhancement, rather than restoration of any estimated or simulated pre - development hydrologic condition. Hydrologic enhancement will not adversely affect the ecosystem, impinge on other water uses, or adversely affect developed properties bordering the project area. The project effects are focused in approximately 9,000 acres of the western Picayune Strand State Forest (PSSF) east of Naples FL. Outside that area the project will increase hydroperiod, wet season average water elevation and dry season groundwater elevations to a much lesser extent or not at all. Landscape boundaries of the hydration area include the 175 corridor to the north, and city of Naples development to the west. To the south, the 61-s Agricultural Area creates a boundary to project effects. To the east, the SFWMD CERP (Comprehensive Everglades Restoration Program) Picayune Strand Forest Restoration creates a hydrologic condition that the CWIP accounts for in evaluation of project effects in order to avoid negative hydrologic impacts. The total assessment area within those boundaries includes about 22,000 acres. RESTORE Comprehensive Objective: Note: The portal will populate the Comprehensive Plan Objective automatically based on FPL 3b Program selected above. For your convenience, the objectives are also listed here. Use the space below to describe how the proposed project will address the comprehensive plan objective. (2,500 character limit) Water will be diverted from the Golden Gate Canal through pumps located upstream of the GG3 weir. Based on a GG-3 flow duration analysis and permitted water diversions from the canal, the project proposes to divert 100 cfs when the discharge through the structure exceeds 450 cfs (— 55 days/year) and RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 I Packet Pg. 727 1 50 cfs when the discharge is between 200 cfs and 450 cfs (— 83 days/year). Diversions will occur most often during the wet season; however, sufficient water is expected to be available during early dry season to allow for smaller (i.e. 50 cfs) diversions. The diverted water will flow southwards via a proposed ditch that discharges water directly into the 1-75 north canal. An operable gate structure is proposed on the I- 75 north canal to force water to move eastwards and hence restrict discharge into Henderson Creek. The water will continue to flow south into the 1-75 south canal through existing culverts under 1-75, where it will be pumped into a proposed flowway located south of the canal, which will serve as an in -line water treatment facility providing settlement of solids to treat runoff from 1-75. The spreader swale will have fixed weirs controlling water elevations in the entire flowway system as well as releasing water into Belle Meade Forest as sheet flow. Once released into the forest, the flow of water is driven by forest topography which slopes gradually from northeast to southwest. After infiltration and evapotranspiration losses, the remaining water will reach the southwest end where a collector ditch will receive the majority of the water near the eastern edge of Naples Reserve subdivision. The flow will be routed around the residential developments by means of proposed canals and will be discharged into U.S. 41 canal. A small portion of the forest water will continue to flow southwest as gravity sheet flow under Winding Cypress Drive. The water will continue to flow south under Tamiami Trail through existing culverts. The water will be routed through the Fiddlers Creek residential developments using two existing canals both of which discharge into a linear lake bordering the southern boundary of Fiddler's Creek. The water will spill over the southern bank of the lake into wetlands fringing Rookery Bay as sheet flow. The sheet flow will continue to flow south and southwest towards Rookery Bay. A small fraction of the flow will make its way westwards under existing S.R. 951 culverts. Project Description: Provide a description of the project that includes each of the following: anticipated environmental benefits, environmental stressor(s) being addressed, general location, estimated cost, approximate timeline, partners, and other information that might be needed to provide the reader with a full understanding of the project. (5,000 character limit) As freshwater flows into Naples Bay decrease, positive conditions for habitat development are expected to increase. It is expected that approximately 400 acres inside Naples Bay will benefit from the salinity increase of approximately 2 ppt. This change will also set the stage for future sea grass and oyster bed increases. Naples Bay will also experience reductions in Nitrogen and Phosphorous equivalent to approximately 3,000 20-lb bags of lawn fertilizer on average per year over the previous 5-year period as a result of the reduction in flows from the Golden Gate Canal. Turbidity and shock loading reductions are also expected to occur because of these freshwater flow reductions. The Picayune Strand State Forest /Rookery Bay will benefit from an improved water depth and hydro periods to impacted wetlands without altering the species composition. This benefit will be to approximately 9,000 acres of mostly cypress and hydric flatwoods and will improve freshwater inflows from the forest into Rookery Bay to combat the mangrove dieoff from saltwater intrusion. It is expected that there is a sufficient combination of water storage and sheet flow that water quality is expected to approximate that of the current watershed. Hydrologic and Hydraulic Modeling for details of the project drainage system and design details were incorporated into this analysis. The project infrastructure will impact about 41 acres of wetlands and alter RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 I Packet Pg. 728 1 a total of about 67 acres of natural habitat. The habitat improvements over more than 9,000 acres provided by the rehydration will also provide the mitigation necessary to offset wetland impacts. Wildfire suppression although not a primary objective of this project is a significant benefit from a wetter state forest. * The location is addressed in the Restore Comprehensive Plan Goal addressed earlier. The cost for the entire project is expected to be $33,000,000 with engineering/design/permitting costing approximately $4,500,000. A Request for proposals for engineering/design/permitting is currently being solicited with packages due on July 13, 2022. Project award is not anticipated until October 2022. Construction will be done in phases and take 3-4 years. 60 PSSF monitoring wells are currently collecting information to determine base line conditions of the PSSF. An adaptive management plan has been developed to operate the system. Is the proposed project identified in a federal, statewide, or regional plan or has a vulnerability assessment been performed for Coastal Resiliency -focused projects? Check all that apply. Note: If you did not select Gulf Coast Resiliency Program, the option to select vulnerability assessment will not be visible. El Project is not identified in an existing plan or vulnerability assessment. El Basin Management Action Plan (BMAP) El Florida Trustee Implementation Group (FL-TIG) Restoration Plan OMinimum Flow Level (MFL) E]Gulf Environmental Benefit Fund (GEBF) Restoration Strategy XState Expenditure Plan (SEP) OSurface Water Improvement Management (SWIM) Plan ElOther (Please describe) E]Vulnerability Assessment has been completed (Coastal Resiliency Program only) If yes, use the space below to provide the name of plan(s) and link, or details on the vulnerability assessment that was performed (if available). Note: The portal will omit this space if "project is not identified in an existing plan"' is checked above. State of Florida State Expenditure Plan submitted Pursuant to the Spill Impact Component of the Restore Act -August 27,2018 Project -specific Methods: Describe the methods to be used in the project, and the reasons that the methods were selected. Modeling completed with no impacts but a long-term issue that requires monitoring may also be justified by other reasons (e.g., cost-effectiveness, technical feasibility). Address how the chosen methods support project resiliency, or the extent to which the project is vulnerable to applicable climate risks under varying future scenarios, including but not limited to sea level rise, alterations in rainfall patterns, and/or potential increases in hurricane intensity. Consider how such risks might affect the benefits and duration of the project. RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 4 I Packet Pg. 729 1 Include any design or other measures taken to mitigate climate risks and increase resiliency. (5,000 character limit) The project area was once part of a much larger watershed draining from the north. Development of the Golden Gate Estates subdivision and the associated network of canals cut off the northern third of the watershed. The runoff from that northern area was diverted into the Golden Gate Canal (GGC) as well as other ditches and drained to Naples Bay. The bay's' estuarine ecosystem has been degraded to excessive freshwater. The redirection of flows has also dehydrated of the area south of 1-75, with attendant changes in vegetation communities due to the changed hydrologic conditions. Collier County now proposes to reduce freshwater flows into Naples Bay and return a portion of that diverted water to the project area through hydrologic enhancement. Hydrologic enhancement will be used rather than restoration of any estimated or simulated pre -development hydrologic condition. Hydrologic enhancement will not adversely affect the ecosystem, impinge on other water uses, or adversely affect developed properties bordering the project area. The following studies support this approach: 1. Golden Gate Management Plan (Johnson engineering for SFWMD-BCB, 1980) 2. Big Cypress Basin Water Management Plan, 1998 3. SWIM Plan for Naples Bay (SFWMD 2007) 4. Collier County Watershed Management Plan (Atkins 2011) 5. Naples Bay Water Quality and Biological Analysis Project (Cardno 2015) 6. Rookery Bay Wet Weather Inflow Deficit (Interflow/Taylor Engineering 2014) 7. Collier County Comprehensive Watershed Improvement Plan (Atkins 2016) 8. Impacts to ecology of Naples Bay (SFWMD 2007, Atkins 2011, Cardno 2015) 9. Impacts to ecology of Rookery Bay Watershed (Parsons 2006, SFWMD and USACE 2010, Atkins 2011, RBNERR 2012) 10. Impacts to ecology of Rookery Bay (Shirley 2004 & 2005, Rubec 2006, Atkins 2011) 11. Collier County Restore Multi -Year Implementation Plan (Atkins 2017) All these previous studies/reports indicated that the watershed, habitat and the ecological systems have been highly altered with the Rookery Bay watershed reduced by approximately 80 square miles and the Naples bay watershed increased by approximately 100 square miles. The project components are based on previous study concepts and tailored to meet project specific goals. These components have been vetted in terms of feasibility and permitting and confirmed utilizing an extensive modeling confirmation program. The CWIP aims to partly restore the historic hydrology by diverting water from Golden Gate Canal (GGC) that drains into Naples Bay and discharging the diverted water into Belle Meade Forest that drains into Rookery Bay. An integrated surface and groundwater model, known as MIKE SHE/MIKE 11, was developed to simulate the impacts of the project on water availability in the GGC, forest, on - and off -site developments and the drainage system within the project area. For hydrologic modeling purposes, the project objectives were categorized into the following three interrelated tasks: * RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 I Packet Pg. 730 1 1. To determine the availability of water in Golden Gate Canal and its operational impacts on water availability to downstream water users. 2. To determine how the additional water will impact overall wetland hydrology in the Belle Meade Forest area. 3. To determine the impacts of the project on existing infrastructure and determine the adequacy of proposed infrastructure during design storms. To meet these objectives, both regional- and local -scale hydrologic modeling was performed. The regional hydrologic models used in this project evolved from the existing Big Cypress Basin (BCB) model and the local -scale model evolved from the existing Henderson Creek model. Simulated outputs where then utilized to design the project components. The operational plan for withdrawing water from Golden Gate Canal and discharging it into the PSSF provides the basis to achieve the project goals. The pump operation plans are the first specified component of adaptive management, but the results of project operations may require changes to the operation schedule because the operational plans are currently based on model results. Once the project begins operating and data from the monitoring system are collected and analyzed, those plans can be adjusted to refine the operations to better meet project goals and other more specific management triggers can be identified. This approach is the heart of the adaptive management plan for the CWIP. This project is Co -sponsored by Rookery Bay NERR with letters of support from: 1. Audubon of the Western Everglades -Florida, 2. Big Cypress Basin (SFWMD), 3. City of Naples, 4. Conservancy of SW FL, 5. FWS, 6. Fish & Wildlife Conservation Commission, 7. FL Wildlife Federation, 8. Collier County Watershed Technical Advisory Committee.) 9. Florida Forestry Service 10. Collier County Resolution Requesting FDEP to endorse/support funding of Collier County Restore Multi -Year Implementation Plan Does the project require ongoing operation and maintenance? ZYes E] N o For projects that will require ongoing operation and maintenance, describe the project sponsor's capacity to manage the proposed project, as strong operation and management capabilities, including financial resources, will be needed to assure the long-term success of the project. This is not intended to discourage participation by small or disadvantaged RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 I Packet Pg. 731 1 communities. Note: The portal will omit this space if "no"' is selected abovefor ongoing operation and maintenance. (1,500 character limit) This project will be operated and maintained by Collier County as part of Stormwater Management Operations. Stormwater Management Operations is part of an integrated operating division which is funded annually by Collier County General Revenue Fund and tasked in addition to Stormwater Maintenance with Road Maintenance, Vegetation Management, Landscape Development and Bridge Maintenance. Stormwater Management will employ sufficient personnel to maintain and operate the system. Project -specific Risk: Using best available science, summarize risks and uncertainties associated with the overall project, along with proposed measures to mitigate such risks and uncertainties, In general, risks and uncertainties should be considered in both the near- and long-term, and with respect to the anticipated lifespan of the proposed project. (5,000 character limit) Impacts to federally endangered species may occur. Modeling completed with no impacts but a long-term issue that requires monitoring. 2. Degradation to mesic or hydric flatwoods may occur. Modeling completed with no impacts but a long-term issue that requires monitoring. 3. Impact to federal CERP project bordering the eastern edge of this project. Modeling completed with no impacts but a long-term issue that requires monitoring. 4. Functional decrease in recreational forest features. This is a short-term engineering issue. 5. Cost escalation of the project. This is an engineering design and phasing issue that will be cost trended during design. 6. Private property owners within the PSSF will not agree to a flowway easement in exchange for TDR credits requiring workarounds. This is a short -term engineering issue. 7. Continued perm itti ng/engi nee ring delays is a short-term risk that will delay implementation and drive -up costs. This item is being addressed with the current solicitation for engineering services. CWIP Pump Operations Plan Pumped diversion rates were established through hydrologic and hydraulic modeling of water availability in the Golden Gate Canal, in combination with an analysis of downstream effects on hydrology, vegetation, and infrastructure. Pump operations will be tied to observations of headwater elevation (HW), tailwater elevation (TW), and gate position (GP) at the GG3 structure. The SFWMD has developed rating formulas that relate these three levels to discharge rates through the structure. Collier County has defined a monitoring plan, installed a monitoring system, and is currently collecting background information from that system. Sixty shallow wells were installed to a target depth of approximately four (4) feet below grade surface or until refusal occurred. Hobo MX2001 water level loggers were installed to record water depths at four (4) hour intervals and is downloaded quarterly. Water quality data is collected during each download event at 20 of RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 I Packet Pg. 732 1 the wells. At each well location, beginning with well installation in the late spring and summer of 2019, transect and plot vegetation data, along with site photographs are recorded annually. The vegetation sampling plan includes groundcover, mid -story, and canopy species measurements to allow understanding of both short-term and long-term vegetation community responses and allow consideration of conditions important to key plant and animal species. The pre -construction data collection period will provide the baseline information that will allow validation of the hydrologic simulation model and if appropriate modification of the model parameters to best simulate the existing conditions. During project operation, the collected data will support validation of the model (with modifications if appropriate) and allow adaptive management to provide the long-term best execution of the project. The CWIP project has the goals of enhancing hydrologic conditions in the PSSF project area and decreasing freshwater flows to Naples Bay, without creating significant environmental impacts. The operational plan for withdrawing water from Golden Gate Canal and discharging it into the PSSF provides the basis to achieve the project goals. The pump operation plans are the first specified component of adaptive management, but the results of project operations may require changes to the operation schedule listed above, because the operational plans are currently based on model results. Once the project begins operating and data from the monitoring system are collected and analyzed, those plans can be adjusted to refine the operations to better meet project goals and other more specific management triggers can be identified. This approach is the heart of the adaptive management plan for the CWIP. For the CWIP, adaptive management intends to improve project operations to better meet project goals: to improve habitats in general (Picayune Strand State Forest, Naples Bay, and Rookery Bay wetlands) and habitat for listed and managed species, to protect and enhance human activity (e.g., recreation in the state forest), and to protect existing infrastructure. While led by Collier County, other project stakeholders, with key roles in conceiving, developing, and implementing the project have a significant role in the adaptive management process. Those stakeholders include at least the following: Florida Department of Environmental Protection, Florida Fish and Wildlife Conservation Commission, Florida Forestry Service, Rookery Bay National Estuarine Research Reserve, South Florida Water Management District, US Fish and Wildlife Service, and United States Army Corps of Engineers, and the citizens of the state of Florida Funding Request Amount of RESTORE funds requested for project planning (e.g., Engineering, Design, Permitting): Enter "$0" if the project is fully designed and permitted, or if no FPL3b funds are requested for project planning. Additional information may be requested if funds are requested for implementation. $4,500,000 * Amount of RESTORE funds requested for project implementation (e.g., Construction, Land acquisition): Enter "$0" if the project will use RESTORE funds for planning activities only: $0 RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 8 Packet Pg. 733 Is it anticipated that the project will include leveraging? lZYes E]No ElUncletermined If yes, provide information on leveraging opportunities below. If multiple sources of leveraged funding are anticipated, provide information for each source of leveraged funding. See the FAQs document for an explanation of the types of leveraging. Only funds designated as Co - funding are factored into the total cost of the project. Note: The portal will omit this space unless the response is checked yes to the leveraging question above. Name of agency Amount of Type of Status of Source organization providing leveraged funds leveraged funds leveraged leveraging opportunity funds 1 Collier County — Pot 1 Approx $6M Co -funding Committed 2 Collier County — Pot 3 Approx $12M Co -funding Committed Collier County — General Balance Required Co -funding Proposed 3 Fund Briefly describe the leveraged funding opportunities identified above. Provide context If specific information is known about project components that will be or have been funded through leveraging opportunities: (750 character limit) Collier County is "all -In" with funding received from the Gulf Consortium -Pot 3 and also the Restore Council -Pot 1, totaling approximately $18M. Collier County will also provide temporary cash flow funding until BP funding is available. We are soliciting additional funding from FDEP's Pot 2 funding List 3b to help offset additional funding from Collier County's General Revenue fund.th Total estimated cost of project: $33,000,000 * Proposed Project Readiness to Proceed Status of Project Design*: 0 Not Started/Not Applicable E130% E160% E190% E1100% Status of implementation project permitting/environmental compliance. Note: The options below will only be visible in the portal if the funding request above includes funds for implementation. Leave blank in this planning sheet if thefunding request isforplanning projects only. Z Not Started El Permit Applications Submitted ElSome Permits Approved EIAII Required Permits Approved Proposed project start date: * Proposed project end date: * RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 9 Packet Pg. 734 List any information regarding the design, permitting, or timing of the project that may be useful to the reviewer. Proposed Project Location Indicate the county and watershed where the project will primarily be implemented or administered. If the project will occur in more than one county or watershed, please provide narrative details in the space at the end of this section. County: Note: Only counties marked with a "' are eligible forfunding under the Gulf Coast Resiliency Program. Collier* * HUC-8 (cataloguing unit) Watershed: A mapping tool is available to assist with locating hydrologic unit code (HUC-8) watershed information. Watersheds that are not eligible for Gulf Coast Resiliency Program are noted in the pick list. * Can the project be considered a "regional project", meaning it will be implemented in more than one county, municipality, water management district, or a combination thereof?* E]Yes ZNo El Undetermined Provide a brief narrative description of location of the project. The natural area immediately east of Naples, FL between 1-75 and US-41 by withdrawing water from the Golden Gate Canal and diverting it to the Picayune Strand State forest. The project effects are focused in approximately 9,000 acres of the western Picayune Strand State Forest (PSSF) east of Naples FL. Landscape boundaries of the hydration area include the 175 corridor to the north, and city of Naples development to the west. To the south, the 6Ls Agricultural Area creates a boundary to project effects. To the east, the SFWMD CERP (Comprehensive Everglades Restoration Program). The total assessment area within those boundaries includes about 22,000 acres. * Additional Information Will the project provide benefit to, or be located within a state -designated financially disadvantaged community?* Check a// that apply. Rural Economic Development Initiative RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 10 Packet Pg. 735 (REDI) communities are described in Chapter 288.0656, Florida Statutes, (F.S.). Fiscall Constrained Count is defined in 218.67(l), F.S. D REDI. If checked, provide the name of the community(s) within the associated Rural Area of Economic Opportunity: El Fiscally Constrained County per 218.67(l), F.S. El Yes, another designation by State (describe): X No, or Not Applicable Contact Information Name: Gary McAlpin * Title: Principal Project Manager Address: 2885 South Horseshoe Drive City: Naples Zip: 34104 Phone: 239-252-5342 Email: Gary. McAlpin @colliercountyfl.gov Optional: You may upload up to 3 documents with your submission. Each file can be up to 50 megabytes in size. If you have larger files, the files can be split in to multiple, smaller files or you can coordinate transmission of uploads by contacting Restoration. Progects@dep.state.fl.us. Extensions allowed are: pdf, zip, png, gif, jpg, jpeg, doc, As, docx, xlxs, pdf, txt, mov, mp3, and mp4. Please visit the RESTORE FL3b portal at https://survey.alchemer.com/s3/6527856/Deepwater-Horizon-Project-Portal to submit your proposal. RESTORE FPL 3b Project Proposal Planning and Guidance Sheet May 2022 11 Packet Pg. 736 From: DAndreaMichelle To: AbatemarooUsa Subject: FW: RESTORE Bucket 2 funding announcement Date: Wednesday, June 15, 2022 11:16:26 AM Attachments: imaoeWljono imacie002mo Thank you, -Mcheffie DAndrea-Haff Grants Coordinator 'ollier County Government Intranet X Transportation Management Services Operations Support Division 2885 South Horseshoe Drive I Naples, FL 34104 Phone: 239.252.5809 1 Michelle. Dandrea@colliercountyfl.gov From: Daniel Dourte <DDourte@balmoralgroup.us> Sent: Tuesday, June 14, 2022 5:12 PM To: Valerie Seidel <VSeidel@balmoralgroup.us>; Richard Bernier <RBernier@balmoralgroup.us>; Amy Bainbridge <ABainbridge@balmoralgroup.us>; Amanda Jorjorian <AJorjorian@balmoralgroup.us>; Hoshihara, Lynn <Ihoshihara@ngn-taIIy.com>; Rosenthal, Evan <erosenthal@ngn-tally.com> Cc: bocc@gulfcounty-fl.gov; boccdis4@monroecounty-fl.gov; SaundersBurt <Burt.Saunders@colliercountyfl.gov>; carol.whitmore@mymanatee.org; charlie.hunsicker@mymanatee.org; cheryl@franklincountyflorida.com; Chris.Constance@CharlotteCountyFL.gov; cjustice@pinellascounty.org; CKetchel@co.okaloosa.fl.us; Clay Smallwood <csmallwood@gulfcounty- fl.gov>; collier@merrillland.com; Commissioner Smith <smithma@hillsboroughcounty.org>; Dave Piech <District4@santarosa.fI.gov>; David Yunk <YunkD@hillsboroughcounty.org>; dedwards@mywakulla.com; dist3@leegov.com; dist4@leegov.com; districtl@levycounty.org; district2@co.escambia.fl.us; district4@co.escambia.fl.us; cluane.cannon (duane.cannon@dixie.fl.gov) <duane.cannon@dixie.fI.gov>; fnwade@UA.edu; George Neugent <Neugent-george@monroecounty-fl.gov>; grants@levycounty.org; Gulf.Consortium <Gulf.Consortium@balmoralgroup.us>; hagank@hillsboroughcounty.org; janina.stamoulis@charlottecountyfl.gov; jmariano@pascocountyfl.net; jmoody@taylorcountygov.com; Joseph Kraus <jkraus@scgov.net>; Joseph Smokey Parrish <smokey@franklincountyflorida.com>; Kaci Rhodes <krhodes@gulfcounty-fl.gov>; Ken.Doherty@CharlotteCountyFL.gov; kKolasa@co.hernando.fl.us; LaWanda Pemberton <Ipemberton@taylorcountygov.com>; lino.maldonado@wynvr.com; Lisa. Robertson @dep.state.fl. us; Mariella Smith <Smith Ma @ HCFLGov. net>; martha.mccaskill (martha.mccaskill@dixie.fl.gov) <martha.mccaskill@dixie.fl.gov>; Mel Ponder <rn ponder@ myokaloosa.com>; Melinda Gates <GatMelinda@co.walton.fl.us>; michael.sole@fpl.com; Michael.Sole@nexteraenergy.com; michael@franklincountyflorida.com; mjposner@myescambia.com; Nancy Detert <ncdetert@scgov. net>; pbarwick@jeffersoncountyfl.gov; pbos@legendaryinc.com; TaylorPenny <Pen ny.Taylor@colliercou ntyfl.gov>; pgriffitts@baycountyfl.gov; Randy.Oliver@citrusbocc.com; rcarroll@baycountyfl.gov; roakley@pascocountyfl.net; Robin Bayus <rbayus@scgov.net>; rthomas@mywakulla.com; scott.carnahan@citrusbocc.com; Sherry Herring <sherring@gulfcounty-fl.gov>; taylorj@hillsboroughcounty.org; Tony Anderson <andtony@co.walton.fl.us>; TracyJose <tjose@legendaryinc.com>; Trey Nick <nictrey@co.waIton.fI.us>; Wayne Dukes <waynedfl@yahoo.com>; wdukes@hernandocounty.us; TRDAY@myescambia.com; Terri_Berry@myescambia.com; naisyd@santarosa.fl.gov; jevans@myokaloosa.com; bunderwood@MyOkaloosa.com; jmuller@baycountyfl.gov; csmallwood@gulfcounty-fl.gov; alanp@franklincountyflorida.com; cortnib@franklincountyflorida.com; bking@mywakulla.com; nknowles@mywakulla.com; mmetcalf@mywakulla.com; gatmelinda@co.walton.fl.us; jtkirsche@co.escambia.fl.us; mbeaudry@langtonconsulting.com; mlangton@langtonconsulting.com; JAdams@thearpc.com; pbarwick@jeffersoncountyfl.gov; 1pemberton@taylorcountygov.com; cheyenne.stemple@dixie.fl.gov; grants@levycounty.org; bbarfield@jeffersoncountyfl.gov; JAdams@thearpc.com; smetty@jeffersoncountyfl.gov; melody.cox@taylorcountygov.com; martha.mccaskill@dixie.fl.gov; duane.cannon@dixie.fl.gov; randy.oliver@citrusbocc.com; larry.brock@citrusbocc.com; Randall.Olney@citrusbocc.com; ElaineS@co.hernando.fl.us; LHoyt@co.hernando.fl.us; kKolasa@co.hernando.fl.us; HGornes@co.hernando.fl.us;jrogers@co.hernando.fl.us; sherring@co.hernando.fl.us; crossiter-smith@co.hernando.fl.us; cfranklin@pascocountyfl.net; pbalIinger@pascocountyfl.net; abiddlecomb@pascocountyfl.net; ala rramore@ pascocountyfl. net; taylorj@hillsboroughcounty.org; Dickerson R@ H illsboroughCou nty.ORG; DalfinoJ@hillsboroughcounty.org; ndickrell@pinellascounty.org; sday@pinellascounty.org; dglaser@pinellascounty.org; saIly.diIlard@mymanatee.org; jennifer.rebokusscott@mymanatee.org; danielle.geyer@mymanatee.org; sherri.swanson@mymanatee.org; kathi.gentile@mymanatee.org; Cheryl.Lilly@charlottecountyfl.gov; Emily.Lewis@charlottecountyfl.gov; GosselinLiz <Liz.Gosselin@colliercountyfl.gov>; ZordanMark <Mark.Zordan@colliercountyfl.gov>; rottolini@leegov.com; tennyson-lisa@monroecounty-fl.gov; ArencibiaJessica <Jessica.Arencibia@colliercountyfl.gov>; McAlpinGary <Gary. McAl pin @colliercou ntyfl.gov>; ZorclamMark <Mark.Zordan@colliercountyfl.gov>; DAndreaMichelle <Michelle.Dandrea@colliercountyfl.gov>; mthevenin@leegov.com; KHarclerode@leegov.com; LKreiger@leegov.com; jkraus@scgov.net; pwilken@scgov.net; psemenec@scgov.net; alan.laihipp@mymanatee.org; rburnes@co.pinellas.fl.us; kristi n. ben nett@tetratech.com; BibzaJ@nwf.org Subject: FW: RESTORE Bucket 2 funding announcement EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Packet Pg. 737 To Gulf Consortium Directors and County Coordinators: Please see the announcement below from DEP about solicitation of project ideas for the RESTORE Council Funded Priorities List projects. There's an email address and links to FAQs in the announcement below. Sincerely, Dan DEP Announces Call for Project Ideas for Funding Under RESTORE Funded Priorities List 3b The Noricla Department of Environmental Protection's (DEP) Deepwater Horizon Program (DWH) announces its so[icitation for project ideas to fund under RESTORE Funded Priorities List 3b programs. The state of Florida is expected to receive approximatety $30 million in approved funds plus an additional $39 million that has been identified for funding future projects. These awards will fund Florida -based Gulf of Mexico restoration projects that meet the criteria specified under three programs. DWH will consider project proposals that meet the following eligibility requirements. Program Name Geographical Extent 2022 Solicitation Eligible Techniques Gulf Coast Resiliency Program 23 Gulf Coast Counties - Planning and design of living shorelines. - Coastal and submerged lands management. o Land acquisition to protect habitats that enhance resiliency. Gulf Coast Tributaries Watersheds that drain to the Gulf of - Ditch/canal plugging. Hydrologic Restoration Mexico (8-digit Hydrologic Unit Code) - Restoring natural dimensions of tidal passes/inlets. Program - Restoring/reconnecting wettands. - Instatting erosion control or water control structures. - Strategic use of impoundments to capture and store floodwaters to be released during droughts. - Land acquisition associated with hydrologic restoration activities. Water Quality Improvement Watersheds that drain to the Gulf of - Stormwater management. Program Mexico (8-digit HUC) - Erosion and sediment control. - Land acquisition associated with water quatity improvement activities. - Re -use for non-potabie water supp[y purposes. Project proposals will be accepted via the Deepwater Horizon web portal through July 11, 2022. DEP has posted Frequently Asked Questions and a Proiect Proposal Planning Sheet to the DWH webpage to assist with proposal applications. Project selection criteria are also provided on the website. For questions, please ernail. DeepwaterHorizon0lFloriclaIDEP.go . Lisa Robertson FL. Department of Environmental Protection Division of Water Restoration Assistance I Packet Pg. 738 1 -DEP-LOGO a I M 3900 Commonwealth Blvd., MS 240 Tallahas5ee, FL. 32399-3000 Office: 850-245-2177 Cell: 850-567-9976 Lisa. Robertson 6D Florida DeD.Ro 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. 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W < I LL Lo CO cq LU LID x < Z 0 z w w VYd WEZ:9 OZOZIOZIS OMG SN01133S SSOUO AVMMO-IdNtl3H.Lnos-j-zgo-gLOZONS3unE)ij\oo� o6 6 .J ij LU LU A 4 \4 Z A ;ZT 4 1A 4 4 LLI fly LLI U) 0 4 a- 0 4 4 ll� CL b 4 (99 GAVN) 133=1 NI NOIIVA313 LU 0 N— b LU U) 4 4 7 LU A4 44 0 1 C) '4 4 4 w 0 IL 0 41 IL Y 4 (89 CIAVN) 17FAA NI NOIIVAM73 VYd 9C:EZ:9 OZOZIOZIS E)MO SlIV13a U13M N�:13Hinos-zi-zgo-g�OZOXS3�inE)i=i\ooi ENVIRONMENTAL RESOURCE PERMIT APPLICATION REVISED AUGUST 2020 COLLIER COUNTY COMPREHENSIVE WATERSHED IMPROVEMENT PLAN COLLIER COUNTY, FLORIDA ATTACHMENT 2 PROJECT OVERVIEW I Packet Pg. 758 Attachment 2 - CWIP Project Overview Progect Purpose and Need The Collier County Watershed Improvement Project (CWIP) proposes enhancement of hydrologic conditions in the natural area immediately east of Naples, FL between 1-75 and US-41 by withdrawing water from the Golden Gate Canal and diverting it to the Picayune Strand State forest (Figure 1). The project area was once part of a much larger watershed draining from the north. Development of the Golden Gate Estates subdivision and the associated network of canals cut off the northern third of the watershed. The runoff from that northern area was diverted into the Golden Gate Canal (GGC) as well as other ditches and drained to Naples Bay. The bay's' estuarine ecosystem has been degraded to excessive freshwater. The redirection of flows has also dehydrated of the area south of 1-75, with attendant changes in vegetation communities due to the changed hydrologic conditions. Collier County now proposes to return a portion of that diverted water to the project area. Due to other permitted water uses of the GGC flows, development within the project area for recreational and some residential/commercial uses, bordering urbanization, and the importance the habitat area for listed species, especially Red Cockaded Woodpecker and Florida Panther, Collier County proposes hydrologic enhancement, rather than restoration of any estimated or simulated pre -development hydrologic condition. Hydrologic enhancement will not adversely affect the ecosystem, impinge on other water uses, or adversely affect developed properties bordering the project area. The project effects are focused in approximately 9,000 acres of the western Picayune Strand State Forest (PSSF) east of Naples FL (Figure 2: Core Rehydration Area and Flowway Extent). Outside that area the project will increase hydroperiod, wet season average water elevation and dry season groundwater elevations to a much lesser extent or not at all. Landscape boundaries of the hydration area include the I- 75 corridor to the north, and city of Naples development to the west. To the south, the 6Ls Agricultural Area creates a boundary to project effects. To the east, the SFWMD CERP (Comprehensive Everglades Restoration Program) Picayune Strand Forest Restoration creates a hydrologic condition that the CWIP accounts for in evaluation of project effects in order to avoid negative hydrologic impacts. The total assessment area within those boundaries includes about 22,000 acres. Pro*ect Description Water will be diverted from the Golden Gate Canal through pumps located upstream of the GG- 3 weir (Figure 1). Based on a GG-3 flow duration analysis and permitted water diversions from the canal, the project proposes to divert 100 cfs when the discharge through the structure exceeds 450 cfs (— 55 days/year) and 50 cfs when the discharge is between 200 cfs and 450 cfs (— 83 days/year). Diversions will occur most often during the wet season; however, sufficient water is expected to be available during early dry season to allow for smaller (i.e. 50 cfs) diversions. The diverted water will flow southwards via a proposed ditch that discharges water directly into the 1-75 north canal. An operable gate structure is proposed on the 1-75 north canal to force water to move eastwards and hence restrict discharge into Henderson Creek. The water will continue to flow south into the 1-75 south canal through existing culverts under 1-75, where it will be pumped into a proposed flowway located south of the canal, which will serve as an in -line water treatment facility providing settlement of solids to treat runoff from 1-75. The spreader swale will have fixed weirs controlling water elevations in the entire flowway system as well as releasing water into Belle Meade Forest as sheet flow. Once released into the forest, the flow of water is driven by forest topography which slopes gradually from northeast to southwest. After infiltration and evapotranspiration losses, the remaining water will reach the southwest end where a collector ditch will I Packet Pg. 759 1 receive the majority of the water near the eastern edge of Naples Reserve subdivision. The flow will be routed around the residential developments by means of proposed canals and will be discharged into U.S. 41 canal. A small portion of the forest water will continue to flow southwest as gravity sheet flow under Winding Cypress Drive. The water will continue to flow south under Tamiami Trail through existing culverts. The water will be routed through the Fiddlers Creek residential developments using two existing canals both of which discharge into a linear lake bordering the southern boundary of Fiddler's Creek. The water will spill over the southern bank of the lake into wetlands fringing Rookery Bay as sheet flow. The sheet flow will continue to flow south and southwest towards Rookery Bay. A small fraction of the flow will make its way westwards under existing S.R. 951 culverts. The reader is referred to Attachment 7 Hydrologic and Hydraulic Modeling for details of the project drainage system and design details. The project infrastructure will impact about 41 acres of wetlands and alter a total of about 67 acres of natural habitat. The habitat improvements over more than 9,000 acres provided by the rehydration will also provide the mitigation necessary to offset wetland impacts. On -site and Off -site Flooding Impacts Flooding impacts of the proposed project to on -site and off -site canals and residential developments have been evaluated for 100-year and 25-year design storms. Simulated water levels in current and with -project conditions were compared for each design storm. Maximum water levels were compared with bank elevations of canals and/or lowest designed pavement elevations in residential developments. The project does not cause any adverse impacts on water levels in the major canals included in the drainage system, such as 1-75, Henderson and Tamiami canals. A separate report on water level impacts in the canals maintained by FDOT has been submitted to FDOT for their concurrence. Similarly, the project will not cause adverse impacts on water levels in residential developments included in or adjacent to the drainage system, such as Naples Reserve, Fiddler's Creek, Six L's Agricultural Area and Winding Cypress. The reader is referred to Attachment 7 Hydrologic and Hydraulic Modeling Section 3 for details on the design storm analysis. Belle Meade Forest Private Property Ownership A total of 95 private parcels have been identified in the Belle Meade Forest that are located inside the project effects area. The county is working to acquire the property rights necessary to rehydrate these areas, in the form of flowage easements or equivalent legal instruments. As an inducement for private property owners within the primary and secondary flowway to execute a flowage easement, a Transfer of Development Right (TDR) bonus credit has been conceptually approved by the Board of County Commissioners, in addition to any TDR credits already available on these "sending lands". A TDR credit is a credit that represents the ability to add one unit of density in an area identified by the County as appropriate for higher density. Such an area is called a Receiving Area. Owners of property in Receiving Areas will, over a period of time, make plans to develop their properties at higher densities. In order to do so, they will need TDR credits. TDR credits can be bought and sold, and so their value fluctuates with the market. The County is in the process of drafting a formal amendment to their Growth Management Plan to accommodate the proposed TDR incentives. 3 1 Page I Packet Pg. 760 1 Proiect Ooerations Pumped diversion rates were established through hydrologic and hydraulic modeling of water availability in the Golden Gate Canal, in combination with an analysis of downstream effects on hydrology, vegetation, and infrastructure (Refer to Attachment 7, Hydrologic and Hydraulic Modeling Narrative). The proposed pumped diversion rates are 100 cfs whenever flows in the GGC (in the vicinity of GG3 control structure) exceed 450 cfs, and 50 cfs whenever the flow is between 200 cfs and 450 cfs. Pump operations will be tied to observations of headwater elevation (HW), tailwater elevation (TW), and gate position (GP) at the GG3 structure. The SFWMD has developed rating formulas that relate these three levels to discharge rates through the structure. When the combination of levels indicates that the discharge through GG3 exceeds 200 cfs, pumping from the GGC into the northern flowway will begin at a rate of 50 cfs. Because the pump station will be located upstream of GG3, the discharge through GG3 will be reduced by 50 cfs. When the combination of levels indicates that discharges through the GG3 structure exceed 400 cfs (i.e., a total GGC flow of 450 cfs including the 50 cfs pumped diversion), the pumping rate will be increased by an additional 50 cfs, for a total pumped diversion of 100 cfs. When the discharge rate through GG3 drops below 350 cfs, the pumping rate will fall back to 50 cfs. When the discharge through GG3 drops below 150 cfs, the pumps will be turned off. Pumps will be shut off when any of the following occurs: 1. The 72-hour rainfall forecasts anywhere in the project area exceeds 5 inches of rainfall. Rainfall forecasts are published daily at: https://www.wpc.ncep.noaa.gov/qpf/dayl-3.shtml and at https://www.sfwmd.gov/weather-radar/sfwmd-forecast. The 5-inch depth is approximately one- half of the 3-Day, 10-year rainfall per the SFWMD ERP Basis of Review. 2. High water levels in the CWIP effect area are observed that may result in negative impacts to infrastructure. 3. Flooding conditions are observed in any of the developed areas downstream of the 1-75 pump station, including Sabal Palm Road (West of triple G Loop). 4. Pump off condition will be based on stages near Sabal Palm Road. Well number 26 (refer to Attachment A of Attachment 12 in the original application) will be instrumented with telemetry to serve as a "sentinel" monitoring point. When water levels exceed elevation 8.8 ft NAVD88 at that location, the pumps will be turned off. That elevation corresponds to a flood depth of approximately 0.4 feet over the lowest road crown currently, or about 0.2 feet over the road once it is raised by 2 inches. An operable underflow/sluice gate will be built in the 1-75 North Canal just west of the junction between the North Belle Meade Flowway and the 1-75 North Canal. The purpose of the gate is to keep pumped CWIP water from flowing westwards into the Henderson Creek Canal. The operable gate will be designed to close partially on days when CCWIP discharge is being pumped into 1-75 North Canal and will ensure uninterrupted and unobstructed flows for the rest of the days when pumps are off. Approximately 30 minutes after the commencement of pumping into the northern flowway, the gate will be partially closed, to a level of approximately 0.6 feet above the sill elevation. When pumping stops, the gate will be fully opened (following a 30-minute lag) and will remain fully open until pumps are re -started. 4 1 Page I Packet Pg. 761 1 Figure 1. CWIP Restoration Project Overview 5 1 Page Packet Pg. 762 Figure 2. CWIP General Project Effects Area, about 9,000 acres. 6 1 Page I Packet Pg. 763 Monitoring Plan Collier County has defined a monitoring plan, installed a monitoring system (Figure 3), and is currently collecting background information from that system. The basic monitoring system is described in Attachment 12 and shown in Figure 3. Sixty shallow wells (Figure 3) were installed to a target depth of approximately four (4) feet below grade surface or until refusal occurred. Hobo MX2001 water level loggers were installed to record water depths at four (4) hour intervals and is downloaded quarterly. Water quality data is collected during each download event at 20 of the wells (Figure 3). At each well location, beginning with well installation in the late spring and summer of 2019, transect and plot vegetation data, along with site photographs are recorded annually. The vegetation sampling plan includes groundcover, mid -story, and canopy species measurements to allow understanding of both short-term and long-term vegetation community responses and allow consideration of conditions important to key plant and animal species. The pre -construction data collection period will provide the baseline information that will allow validation of the hydrologic simulation model and if appropriate modification of the model parameters to best simulate the existing conditions. During project operation, the collected data will support validation of the model (with modifications if appropriate) and allow adaptive management to provide the long-term best project execution of the project. While the hydrologic response is rapid, the vegetation response will occur over a period of years. The baseline and operation period annual data will be compared for change beginning after a full year of operation and collection of the first annual operating period vegetation data. 7 1 Page I Packet Pg. 764 1 L — R— 1 —52 -11- � ... 1� ... �d Figure 3. CWIP Hydrologic, Water Quality, and Vegetation Monitoring Stations (Stations with Water quality monitoring are in blue) 8 1 Page I Packet Pg. 765 1 Adaptive Management Plan Introduction The CWIP project has the goals of enhancing hydrologic conditions in the PSSF project area and decreasing freshwater flows to Naples Bay, without creating significant environmental impacts. The operational plan for withdrawing water from Golden Gate Canal and discharging it into the PSSF provides the basis to achieve the project goals. The pump operation plans (above) are the first specified component of adaptive management but the results of project operations may require changes to the operation schedule listed above, because the operational plans are currently based on model results. Once the project begins operating and data from the monitoring system are collected and analyzed, those plans can be adjusted to refine the operations to better meet project goals and other more specific management triggers can be identified. This approach is the heart of the adaptive management plan for the CWIP. Forthe CWIP, adaptive management intends to improve project operations to better meet project goals: to improve habitats in general (Picayune Strand State Forest, Naples Bay, and Rookery Bay wetlands) and habitat for listed and managed species, to protect and enhance human activity (e.g., recreation in the state forest), and to protect existing infrastructure. While led by Collier County, other project stakeholders, with key roles in conceiving, developing, and implementing the project have a significant role in the adaptive management process. Those stakeholders include at least the following: Florida Department of Environmental Protection, Florida Fish and Wildlife Conservation Commission, Florida Forestry Service, Rookery Bay National Estuarine Research Reserve, South Florida Water Management District, US Fish and Wildlife Service, and United States Army Corps of Engineers, and the citizens of the state of Florida. Short Term and LonR-Term AclaDtive ManaRement Plan Collier County has divided the adaptive management process into short-term and long-term actions. Using the monitoring data, Collier County will alter short-term and long-term operational plans to enhance the project performance. The current plans, based on hydrologic simulations, identify pump activation and pumping rates based on GGC flow rates. The plans also call for shutting down the pumps when high rainfall is forecast or high-water levels in the CWIP effect area are observed that may result in negative impacts to infrastructure. The monitoring data will allow the county to identify changes to those plans to maintain or enhance target hydrologic conditions without impacting development (roads, houses, private property, etc.). The current plans will be provisionally revised as the environmental data that reflect the results of the operational plans are analyzed. Some decisions may be made quickly, for instance if the storm - related pump shutdown is assessed to have been planned to occur too close to the expected event. Longer -term, as annual operational data become available, Collier County will be able to assess and adjust the seasonal operations. As it becomes available, the effects of short-term events (e.g. hurricanes) can be assessed. Once the project begins operating, Collier County will hold an annual Adaptive management Plan Review with key stakeholders to present analysis of project performance and obtain consensus for significant changes to the operational plans. The county will release an annual project report and hold annual technical workshops to present the prior year project performance, compare of predicted and 9 1 Page I Packet Pg. 766 actual project performance, and obtain consensus on desirable changes to the operational plan. Red -Cockaded Woodpecker Habitat Adaptive Management Plan Component The Red -Cockaded Woodpecker (RCW) population in the project area is a very important natural resource to which the project cannot cause adverse impacts. Benefits to the population by improving the habitat of that species is not a project goal but would certainly be appreciated by the county and all the project stakeholders. Beneficial vegetation changes would probably not be measurable for a number of years. However, hydrologic data can provide evidence of impact avoidance on an annual basis. Therefore, annual evaluation of hydroperiod and water elevations at monitoring locations already identified in the Red Cockaded Woodpecker analyses presented in Attachment 9, Appendix 4 will provide a basis for assessment of project performance and allow development of recommendations to ensure continued avoidance of impacts to RCW. Changes to the monitoring plans based on the monitoring RCW area hydrologic monitoring results will be considered annually. The expert RCW stakeholders (Florida Forestry Service, Florida Fish and Wildlife Conservation Commission, and the US Fish and Wildlife Service) will form a subgroup focused on project performance considering the RCW. The analysis results may also support the goals and objectives of the agencies responsible for RCW recovery. Adaptive Management Plan Summary The Collier County CWIP Adaptive Management Plan includes the following components • Intensive hydrologic, water quality, and vegetation community data collection and analysis. • Ongoing review and analysis as needed to assess the performance of key short-term operational and identify immediately necessary plan changes. • Annual assessment of project performance compared to predicted performance, project objectives, and project goals. • Adjustment of the operation plans to provide best possible project performance based on short-term and long-term project performance • Ongoing informal and annual formal coordination with key stakeholders to maintain their understanding of the project performance and consensus for necessary and beneficial changes to project operations. • Annual project performance evaluation focused on a comparison of pre- and post - project Red Cockaded Woodpecker habitat hydrology. A stakeholder expert group will work with Collier County on this evaluation and any recommendations for changes to better ensure RCW habitat impact avoidance. 10 1 Page I Packet Pg. 767 1 ENVIRONMENTAL RESOURCE PERMIT APPLICATION REVISED AUGUST 2020 COLLIER COUNTY COMPREHENSIVE WATERSHED IMPROVEMENT PLAN COLLIER COUNTY, FLORIDA ATTACHMENT 12 OPERATIONS & MANAGEMENT PLAN I Packet Pg. 768 Attachment 12 - Collier County Watershed Improvement Plan Conceptual Operations & Management Plan CWIP Pump Operations Plan Pumped diversion rates were established through hydrologic and hydraulic modeling of water availability in the Golden Gate Canal, in combination with an analysis of downstream effects on hydrology, vegetation, and infrastructure (Refer to Attachment 7: Hydrologic and Hydraulic Modeling Narrative). The proposed pumped diversion rates are 100 cfs whenever flows in the GGC (in the vicinity of GG3 control structure) exceed 450 cfs, and 50 cfs whenever the flow is between 200 cfs and 450 cfs. Pump operations will be tied to observations of headwater elevation (HW), tailwater elevation (TW), and gate position (GP) at the GG3 structure. The SFWMD has developed rating formulas that relate these three levels to discharge rates through the structure (Ref: Rakib and Zeng, SFWMD, 2017. Flow Rating Development for Variable Crest Weir GG3 with CFD). When the combination of levels indicates that the discharge through GG3 exceeds 200 cfs, pumping from the GGC into the northern flowway will begin at a rate of 50 cfs. Because the pump station will be located upstream of GG3, the discharge through GG3 will be reduced by 50 cfs. When the combination of levels indicates that discharges through the GG3 structure exceed 400 cfs (i.e., a total GGC flow of 450 cfs including the 50 cfs pumped diversion), the pumping rate will be increased by an additional 50 cfs, for a total pumped diversion of 100 cfs. When the discharge rate through GG3 drops below 350 cfs, the pumping rate will fall back to 50 cfs. When the discharge through GG3 drops below 150 cfs, the pumps will be turned off. The southern pump station on the 1-75 South canal will be operated in tandem with the northern pump station, with a 5-hour lag to account for the travel time between the two pump stations. Pumps will be shut off when any of the following occurs: 1. The 72-hour rainfall forecasts anywhere in the project area exceeds 5 inches of rainfall. Rainfall forecasts are published daily at: https://www.wpc.ncep.noaa.gov/qpf/daVl-3.shtml and at https://www.sfwmd.gov/weather-radar/sfwmd-forecast. The 5-inch depth is approximately one- half of the 3-Day, 10-year rainfall per the SFWMD ERP Basis of Review. 2. High water levels in the CWIP effect area are observed that may result in negative impacts to infrastructure. 3. Flooding conditions are observed in any of the developed areas downstream of the 1-75 pump station, including Sabal Palm Road (West of Triple G Loop). 4. Pump off condition will be based on stages near Sabal Palm Road. Well number 26 (refer to Attachment A of Attachment 12 in the original application) will be instrumented with telemetry to serve as a "sentinel" monitoring point. When water levels exceed elevation 8.8 ft NAVD88 at that location, the pumps will be turned off. That elevation corresponds to a flood depth of approximately 0.4 feet over the lowest road crown currently, or about 0.2 feet over the road once it is raised by 2 inches. I I P a g e I Packet Pg. 769 1 Initial Pump Operations Decision Tree Matrix* Condition Action 1. 72-hour rainfall forecast exceeds 5 inches Pumps off 2. Stage at Well 26 is equal to or greater than 8.8 ft. Pumps off NAVD88 3. Combination of HW, TW, and weir crest level at If pumps are off, pumps remain off. If pumps GG3 correlates to flow less than 200 cfs are on, and conditions 1 and 2 are false, pumps stay on at 50 cfs until GG3 flow falls below 150 cfs. 4. Conditions 1 and 2 are false, pumps are on, and Pumps remain on at 50 cfs. Combination of HW, TW, and weir crest level at GG3 correlate to flows between 150 and 350 cfs 5. Conditions 1 and 2 are false, pumps are on, and Pumps remain on at 100 cfs. Combination of HW, TW, and weir crest level at GG3 correlate to flows in excess of 350 cfs *Subject to change pending results of monitoring and adaptive management plan. PrODosed Gated Control Structure on 1-75 North Canal An operable underflow/sluice gate will be built in the 1-75 North Canal just west of the junction between the North Belle Meade Flowway and the 1-75 North Canal. The purpose of the gate is to keep pumped CWIP water from flowing westwards into the Henderson Creek Canal. The operable gate will be designed to close partially on days when CCWIP discharge is being pumped into 1-75 North Canal and will ensure uninterrupted and unobstructed flows forthe rest of the days when pumps are off. Approximately 30 minutes after the commencement of pumping into the northern flowway, the gate will be partially closed, to a level of approximately 0.6 feet above the sill elevation. When pumping stops, the gate will be fully opened (following a 30-minute lag) and will remain fully open until pumps are re -started. 2 1 P a g e I Packet Pg. 770 CWIP Monitoring Plan Collier County has defined a monitoring plan, installed a monitoring system, and is currently collecting background information from that system. Sixty shallow wells were installed to a target depth of approximately four (4) feet below grade surface or until refusal occurred. Hobo MX2001 water level loggers were installed to record water depths at four (4) hour intervals and is downloaded quarterly. Water quality data is collected during each download event at 20 of the wells. At each well location, beginning with well installation in the late spring and summer of 2019, transect and plot vegetation data, along with site photographs are recorded annually. The vegetation sampling plan includes groundcover, mid -story, and canopy species measurements to allow understanding of both short-term and long-term vegetation community responses and allow consideration of conditions important to key plant and animal species. The pre -construction data collection period will provide the baseline information that will allow validation of the hydrologic simulation model and if appropriate modification of the model parameters to best simulate the existing conditions. During project operation, the collected data will support validation of the model (with modifications if appropriate) and allow adaptive management to provide the long- term best project execution of the project. The basic monitoring system is described in further in Appendix 1: Monitoring Plan. Adaptive Management Plan Introduction The CWIP project has the goals of enhancing hydrologic conditions in the PSSF project area and decreasing freshwater flows to Naples Bay, without creating significant environmental impacts. The operational plan for withdrawing water from Golden Gate Canal and discharging it into the PSSF provides the basis to achieve the project goals. The pump operation plans (above) are the first specified component of adaptive management but the results of project operations may require changes to the operation schedule listed above, because the operational plans are currently based on model results. Once the project begins operating and data from the monitoring system are collected and analyzed, those plans can be adjusted to refine the operations to better meet project goals and other more specific management triggers can be identified. This approach is the heart of the adaptive management plan for the CWIP. Forthe CWIP, adaptive management intends to improve project operations to better meet project goals: to improve habitats in general (Picayune Strand State Forest, Naples Bay, and Rookery Bay wetlands) and habitat for listed and managed species, to protect and enhance human activity (e.g., recreation in the state forest), and to protect existing infrastructure. While led by Collier County, other project stakeholders, with key roles in conceiving, developing, and implementing the project have a significant role in the adaptive management process. Those stakeholders include at least the following: Florida Department of Environmental Protection, Florida Fish and Wildlife Conservation Commission, Florida Forestry Service, Rookery Bay National Estuarine Research Reserve, South Florida Water Management District, US Fish and Wildlife Service, and United States Army Corps of Engineers, and the citizens of the state of Florida. Short Term and Long -Term Adaptive Management Plan 3 1 P a g e I Packet Pg. 771 1 Collier County has divided the adaptive management process into short-term and long-term actions. Using the monitoring data, Collier County will alter short-term and long-term operational plans to enhance the project performance. The current plans, based on hydrologic simulations, identify pump activation and pumping rates based on GGC flow rates. The plans also call for shutting down the pumps when high rainfall is forecast or high water levels in the CWIP effect area are observed that may result in negative impacts to infrastructure (see Operational Plans summary above). The monitoring data will allow the county to identify changes to those plans to maintain or enhance target hydrologic conditions without impacting development (roads, houses, private property, etc.). It may be possible to begin short-term project operations hydrologic effects assessment as soon as one full quarter of data collection are available for assessment. Longer -term clatasets (at least a year period) will be necessary to begin to assess overall project performance and identify any appropriate long-term pump operation changes. As necessary and appropriate, the county will hold workshops to present the data and change recommendations. The current plans will be provisionally revised as the environmental data that reflect the results of the operational plans are analyzed. Some decisions may be made quickly, for instance if the storm - related pump shutdown is assessed to have been planned to occur too close to the expected event. Longer -term, as annual operational data become available, Collier County will be able to assess and adjust the seasonal operations. As it becomes available, the effects of short-term events (e.g. hurricanes) can be assessed. Once the project begins operating, Collier County will hold an annual Adaptive management Plan Review with key stakeholders to present analysis of project performance and obtain consensus for significant changes to the operational plans. The county will release an annual project report and hold annual technical workshops to present the prior year project performance, compare of predicted and actual project performance, and obtain consensus on desirable changes to the operational plan. Red -Cockaded Woodpecker Habitat Adaptive Management Plan Component The Red -Cockaded Woodpecker (RCW) population in the project area is a very important natural resource to which the project cannot cause adverse impacts. Benefits to the population by improving the habitat of that species is not a project goal but would certainly be appreciated by the county and all the project stakeholders. Beneficial vegetation changes would probably not be measurable for a number of years. However, hydrologic data can provide evidence of impact avoidance on an annual basis. Therefore, annual evaluation of hydroperiod and water elevations at monitoring locations already identified in the Red Cockaded Woodpecker analyses presented in Attachment 9, Appendix 4 will provide a basis for assessment of project performance and allow development of recommendations to ensure continued avoidance of impacts to RCW. Changes to the monitoring plans based on the monitoring RCW area hydrologic monitoring results will be considered annually. The expert RCW stakeholders (Florida Forestry Service, Florida Fish and Wildlife Conservation Commission, and the US Fish and Wildlife Service) will form a subgroup focused on project performance considering the RCW. The analysis results may also support the goals and objectives of the agencies responsible for RCW recovery. 4 1 P a g e I Packet Pg. 772 1 Adaptive Management Plan Summary The Collier County CWIP Adaptive Management Plan includes the following components • Intensive hydrologic, water quality, and vegetation community data collection and analysis. • Ongoing review and analysis as needed to assess the performance of key short-term operation triggers and identify immediately necessary plan changes. Analysis of project performance for specific events (e.g. hurricanes) will further improve the safety of long- term operation. • Annual assessment of project performance compared to predicted performance, project objectives, and project goals. • Adjustment of the operation plans to provide best possible project performance based on short-term and long-term project performance • Ongoing informal and annual formal coordination with key stakeholders to maintain their understanding of the project performance and consensus for necessary and beneficial changes to project operations. • Annual project performance evaluation focused on a comparison of pre- and post -project Red Cockaded Woodpecker habitat hydrology. A stakeholder expert group will work with Collier County on this evaluation and any recommendations for changes to better ensure RCW habitat impact avoidance. 5 1 P a g e I Packet Pg. 773 1 necessary, the county will identify necessary changes in the operation plans for better project performance and inform the project stakeholders of any recommended changes. As necessary, the county will hold workshops to present the data and change recommendations. Once the project begins operating, Collier County will hold an annual Adaptive management Plan Review with key stakeholders to present analysis of project performance and obtain consensus for significant changes to the operational plans. The county will release an annual project report and hold annual technical workshops to present the prior year project performance, compare of predicted and actual project performance, and obtain consensus on desirable changes to the operational plan. Red -Cockaded Woodpecker Habitat Adaptive Management Plan Component The Red -Cockaded Woodpecker (RCW) population in the project area is a very important natural resource to which the project cannot cause adverse impacts. Benefits to the population by improving the habitat of that species is not a project goal but would certainly be appreciated by the county and all the project stakeholders. Beneficial vegetation changes would probably not be measurable for a number of years. However, hydrologic data can provide evidence of impact avoidance on an annual basis. Therefore, annual evaluation of hydroperiod and water elevations at monitoring locations already identified in the Red Cockaded Woodpecker analyses presented in Attachment 9, Appendix 4 will provide a basis for assessment of project performance and allow development of recommendations to ensure continued avoidance of impacts to RCW. Changes to the monitoring plans based on the monitoring RCW area hydrologic monitoring results will be considered annually. The expert RCW stakeholders (Florida Forestry Service, Florida Fish and Wildlife Conservation Commission, and the US Fish and Wildlife Service) will form a subgroup focused on project performance considering the RCW. The analysis results may also support the goals and objectives of the agencies responsible for RCW recovery. Adaptive Management Plan Summary The Collier County CWIP Adaptive Management Plan includes the following components • Intensive hydrologic, water quality, and vegetation community data collection and analysis. • Ongoing review and analysis as needed to assess the performance of key short-term operational and identify immediately necessary plan changes. • Annual assessment of project performance compared to predicted performance, project objectives, and project goals. • Based on short-term and long-term performance, adjustment of the operation plans to provide best possible project performance. • Ongoing informal and annual formal coordination with key stakeholders to maintain their understanding of the project performance and consensus for necessary and beneficial changes to project operations. • The annual project performance evaluation will include a separate evaluation focus on the Red Cockaded Woodpecker habitat hydrology, based on the baseline RCW habitat hydrology assessment provided as part of the project permit package. A stakeholder expert group will work with Collier County on this evaluation and any recommendations for changes to better ensure RCW habitat impact avoidance. 6 1 P a g e I Packet Pg. 774 1 APPENDIX 1: MONTORING PLAN A -i 0 LL LU w 0 F- U) LU w LL CD CD r-, 04 N� 7 1 P a g e I Packet Pg. 775 1 4 -j 41 COLLIER COUNTY COMPREHENSIVE WATERSHED IMPROVEMENT PLAN MONITORING PLAN Prepared For: Taylor Engineering, Inc. 14499 N. Dale Mabry Hwy Suite 290 Tampa, FL 33618 Prepared By: .afth 7ec, Earth Tech Environmental, LLC 10600 Jolea Avenue Bonita Springs, FL 34135 239.304.0030 Environmental, LLC www.eteflorida.com February 14, 2019 Packet Pg. 776 TABLE OF CONTENTS 1.0 INTRODUCTION ...................................................................................................................................... 3 2.0 HYDROLOGIC MONITORING ................................................................................................................. 5 2.1 Well Installation Methodology ............................................................................................................. 5 3.0 WATER QUALITY MONITORING ............................................................................................................ 5 4.0 SOIL CHARACTERIZATION ..................................................................................................................... 6 5.0 QUANTITATIVE VEGETATION MONITORING ......................................................................................... 6 5.1 Canopy, Sub -canopy, and Shrub Vegetation Monitoring Methodology ............................................... 7 6.0 QUALITATIVE MONITORING ................................................................................................................. 8 7.0 PHOTOGRAPHIC DOCUMENTATION ..................................................................................................... 8 8.0 SCHEDULE AND REPORTING ................................................................................................................. 8 9.0 MODIFICATIONS TO MONITORING PLAN ............................................................................................. 9 10.0 REFERENCES CITED ............................................................................................................................. 9 Attachments Attachment A Proposed Monitoring Well Locations Attachment B Well Installation Cross Section\Data Form Attachment C Example Well and Vegetation Transect Map I Packet Pg. 777 1.0 INTRODUCTION This monitoring plan outlines the methods to quantify baseline (pre -project) and with -project vegetation and surface water conditions in and around the Collier County Comprehensive Watershed Improvement Project (CCCWIP). The project includes about 25,761 acres including the western portion of the Picayune Strand State Forest and the landward end of Rookery Bay. Water withdrawn from Golden Gate Canal will flow through a preliminary water treatment flow -way north of 1-75 and discharge into the CCCWIP area south of Interstate 75, east of Collier Boulevard and west of the southern blocks of the Golden Gate Estates. The majority of the total project area (about 22,839 acres) LL0,HASSEIE A'Y 1.1 � ` ' I PETERSBURG - 4 - - E CORAL S Figure 1. Project Location Map is within the western portion of Picayune Strand State Forest (PSSF). Based on a conservative estimate of the water available from Golden Gate canal, the potential effect area is about 14,309 acres. The remainder of the main project area is defined to ensure that the project effects are separated from development (to the west) and the SFWIVID Picayune Strand Restoration project to the east. The potential effect area may change as the available water calculations are refined. Water will flow out of the CCWIP under US 41 / Alligator Alley into the mangroves of Rookery Bay (see Figures I and 2). The project boundary includes about 2,921 acres of the landward end of the Rookery Bay watershed where monitoring for salinity changes will occur. The goal of the monitoring program is to provide an accurate understanding of project -related ecosystem changes by comparing areas potentially influenced by the project with adjacent areas not expected to be influenced used for comparison. The monitoring objective is to provide data sufficiently accurate to assess changes in the hydrology, water quality, and vegetation communities in and around the project area of influence. The baseline monitoring plan includes hydrologic, water Packet Pg. 778 quality, and vegetation monitoring at 60 locations in and around the Picayune Strand State Forest (PSSF), and water quality sampling at the Golden Gate Canal inflow point, after passage through the initial flow -way, and at the project outflow points on the east side of the Tamiami Trail. The sampling design is before — after, control — impact (BACI). Baseline sampling (before project operation) will be compared to with -project (after construction) data. Baseline data for all monitoring locations will be collected from the time of monitoring plan implementation until project construction. Based on pre -project simulation modeling, the anticipated limits of the core flow -way are shown in (Figure 2). Sampling will occur in the common, dominant Florida Land Use and Cover Classification System (FLUCCS) community types at inflow location and at outflow locations at the southern end of the project. Sampling will also occur at locations outside (control locations) and within (impact locations) the projected core flow -way. Figure 2. Project Area with Anticipated Limits of Core Flow -way (Area of Influence). Packet Pg. 779 2.0 HYDROLOGIC MONITORING Sixty (60) shallow groundwater monitoring wells will be installed within and outside the area of potential project influence (see Attachment A for well locations). Monitoring wells will be placed in as diverse a selection of existing vegetation communities as possible. Each monitoring well will be equipped with a HOBO MX2001-04 water level data logger that will record water levels and barometric pressure at least twice daily. On a quarterly basis, water level data will be downloaded, saved in raw data and spreadsheet formats, and summarized in graphs. Rainfall data will be obtained from the same stations used in the surface water — ground water modeling effort or obtained from appropriate stations reported in National Oceanic and Atmospheric Administration's (NOAA) Climate Data Online (CDO) for correlations to surface water and ground water elevations. Alternatively, if a site can be identified within the PSSF, a stand-alone rain gauge will be installed to directly collect rainfall data for the project area. At each quarterly download event, the wells will be inspected and appropriately maintained. 2.1 Well Installation Methodology At each well location, soil borings will be conducted utilizing a mechanical auger, a hand auger, or a combination of the two in order to reach a target depth of 4 feet below grade surface (bgs). Once the target depth is achieved a screened portion of PVC, with a well point, will be placed into the boring hole. Clean gravel will be poured around the screened portion of the PVC to alleviate silt/fine sediment build up around the screen. A solid PVC riser will be attached to the screened portion of PVC to achieve an elevation of approximately 3 feet above grade surface (ags). The HOBO MX2001-04 water level data logger will be placed within the well, suspended just above the bottom of the well. A cap equipped with a combination lock will be placed on top of the riser portion of the PVC for protection. Each well will be labeled with an ETE company sticker for identification. The well locations, natural ground level elevation, and top of pipe elevations will be surveyed by Marco Surveying & Mapping LLC following the completed installation. See Attachment B for well installation cross section\data form. 3.0 WATER QUALITY MONITORING The primary objective of the water quality monitoring is to assess project -related changes in total nitrogen and total phosphorus. The data will allow assessment of these changes in the project area and Rookery Bay receiving waters within the overall project footprint (Figure 2). Samples collected at the inflow and outflow ends of the project will provide the data to assess inflow and outflow nutrient concentration differences. Water quality data collected in the receiving waters of Rookery Bay will assess salinity changes as a result of the project. Samples collected within the project area will allow assessment of any differences in nutrient levels within and outside the project area of influence. Samples for lab analysis of water quality will be collected on a quarterly basis from twenty (20) of the monitoring wells (See Attachment A; monitoring wells where lab analyzed water sampling will take place are showing in blue). If the surface water depth is greater than 15 cm (6 inches) at any of the well locations, a surface water sample will also be collected for lab analysis. Sampling will be conducted in accordance with the Florida Department of Environmental Protection's (FDEP) Standard Operating Procedures (SOPs) F.A.0 62-160.110, FS 2100 for surface water sampling and FS 2200 for groundwater sampling. All water samples will be properly labeled in laboratory provided sample bottles, stored on ice in a cooler, and sent to a National Environmental Laboratory Accreditation Program (NELAP) certified laboratory. The following water quality parameters will be measured. Packet Pg. 780 0 Field Sampling Parameters (taken at all wells) water temperature pH dissolved oxygen specific conductance (as the basis for salinity calculation) W 11 and/or Surface Water* Laboratory Parameters (taken at 20 wells) • NOx (NO2 + NO3 soluble) • Total Kjeldahl nitrogen (TKN) • Total dissolved Kjeldahl nitrogen (TKN-D) total phosphorus (TP) total dissolved phosphorus (TPD) *Surface water samples will only be obtained if the surface water depth at the well location is greater than 15 cm (6 inches) At each sampling location, the sampling technician will also collect general meteorological conditions (wind speed/direction, air temperature, etc.) date, time of day, water depth within the well, and, if surface water is present, surface water depth and sample collection depth. If no surface water is present, soil saturation condition (saturated or not saturated) will be recorded. During each day of water quality sampling, a field blank and equipment blank will be submitted to the NELAP Lab for quality assurance. 4.0 SOIL CHARACTERIZATION Soil characterizations will provide information necessary to fully understand changes in hydrology and vegetation over time. An initial physical/hydrologic characterization of the soil will be made at each well location during installation and at the center of each of the tree and shrub vegetation monitoring plots along each transect (see below) using the methods outlined in Field Indicators of Hydric Soils in the United States, A Guidefor Identifying and Delineating Hydric Soils. Each soil characterization will be cross-referenced with the Natural Resources Conservation Service (NRCS) soil survey data for that location. 5.0 QUANTITATIVE VEGETATION MONITORING Sixty (60) 75-meter monitoring transects will be established to monitor vegetation changes over time. Transects will be placed near well locations within homogeneous vegetation communities (FLUCCS community). Transect orientation will be field -determined. Each transect will contain three (3) canopy\shrub vegetation monitoring plots and six (6) groundcover vegetation monitoring plots. Plot - based methods will quantify vegetation along each transect. See Attachment C for a sample well location with vegetation transect layout. After initial monitoring efforts are completed, some transects, particularly those associated with wells outside natural vegetation areas, may be eliminated from future monitoring. Field ecologists will establish each monitoring transect using a sub -meter, Differential Global Positioning System (DGPS) and tape measure. Each vegetation monitoring plot will be a 10-meter square and the corners will be permanently marked using PVC pipes. The GPS coordinates will be recorded at the center of each plot. Additionally, the center of each 1-meter groundcover quadrat will be marked with PVC and GPS located along the monitoring transect. Packet Pg. 781 Quantitative vegetation monitoring parameters will consist of: a) density, dominance, area, and composition of canopy and sub -canopy species; b) percent cover and composition of shrub species; c) percent cover and composition of groundcover species. The vegetation strata to be monitored are defined as follows: 1. Canopy and sub -canopy trees will be defined as those woody plants with a diameter at breast height (dbh) greater than 2.5 cm (dbh to be measured 130 cm above ground surface). 2. The shrub layer will consist of shrub species and trees with a dbh less than 2.5 cm. 3. Ground cover will consist of all plants not found in the other strata, primarily herbaceous species. Canopy, sub -canopy, shrub species, and groundcover will be monitored annually during the dry season. High water levels in portions of the PSSF and limited access would make monitoring of vegetation (especially groundcover) difficult during the rainy season. For this reason, vegetation monitoring will take place on an annual basis, in early spring. 5.1 Canopy, Sub -canopy, and Shrub Vegetation Monitoring Methodology Quantification of canopy and sub -canopy species will occur at three (3) 10-meter square plots centered on three randomly selected quadrat locations of the six (6) groundcover monitoring locations along each transect. Once the sampling areas are established, subsequent monitoring will occur at the same locations during each annual monitoring event. Each canopy, sub -canopy, and shrub species will be identified to the lowest taxonomic level possible and percent coverage will be determined. All trees located within each 10-meter plot with a dbh greater than 2.5 cm will be identified with numbered tree tags to allow tracking of health and growth rates over time. Measurements will include dbh, percent canopy cover, and general health. For trees with multiple trunks, each trunk dbh will be measured separately and recorded to indicate the affiliation of the multiple trunks with a single tree. In evaluating health condition of each tagged tree, a Health Assessment Score (HAS) will be assigned The HAS scoring matrix breaks down as follows: Canopy Tree Health Assessment Scoring System Health Assessment Tree Condition Condition Characteristics Score (HAS) Dead no foliage or other signs of life, fallen 0 wilting, dead limbs/trunks, brittle, peeling bark, Stressed 1 insect damage, root damage, masses/growths robust, abundant leaves/needles/limbs, no signs Good 2 of stress Packet Pg. 782 Once each tree is assigned a HAS, each plot will then be assigned an average HAS relative to the total number of trees in that plot. A plot HAS closer to "0" generally indicates poorer health, while a HAS closer to "2" generally indicates greater health. 5.2 Groundcover Vegetation Monitoring Methodology Groundcover will be quantified within 1-meter quadrats located at 15-meter intervals along each transect (total of 6 quadrats). A 1-meter square quadrat frame centered on a fixed transect point will provide the areal basis for groundcover data collection. The composition and cover of vegetation, as defined above, will be quantified using direct visual estimates. Vegetation not identified to species level will be identified to the lowest taxonomic level possible. All monitoring data will be entered into a Microsoft Excel database. The wetland indicator status as defined in Chapter 62-340, Florida Administrative Code and the n ative/no n- native status of each species will also be recorded. An example vegetation plot data form is attached. 6.0 QUALITATIVE MONITORING Qualitative monitoring will occur at each plot location. Notes on the type of community being sampled, the general health of the vegetation, soil inundation, standing water levels, recruitment of new species, and the presence or spread of nuisance/exotic species will be recorded on field data sheets. Observations of wildlife, consisting of direct sightings, scat, tracks, or vocalizations, will also be noted. The qualitative monitoring for each plot will be summarized in paragraph format. 7.0 PHOTOGRAPHIC DOCUMENTATION On an annual basis, 180-clegree panoramic photos will be taken at each plot location. Orientation of the panoramas will be north, with the plot station marker in the center of the frame. Panoramas are meant to assist in documentation of trends over time. 8.0 SCHEDULE AND REPORTING Quarterly well data (water levels \ water quality) and annual vegetation monitoring data will be compiled into an annual report at the end of each calendar year. The annual report will contain data for each monitoring plot with GIS exhibits, spreadsheets, and summary graphs sufficient enough to convey field data. The annual schedule below is anticipated to continue in this format as the project progresses. Task Date Initial Well Install and Vegetation Transect Setup (Baseline) March 2019 Quarterly Well Download & Water Quality June 2019 Quarterly Well Download & Water Quality September 2019 Quarterly Well Download & Water Quality December 2019 First Annual Vegetation Monitoring with Well Download & Water Quality March 2020 Quarterly Well Download & Water Quality June 2020 Quarterly Well Download & Water Quality September 2020 Quarterly Well Download & Water Quality December 2020 Second Annual Vegetation Monitoring with Well Download & Water Quality March 2021 Packet Pg. 783 9.0 MODIFICATIONS TO MONITORING PLAN Future modifications to the methodology or scope of this plan may be necessary due to changes in the Collier County Comprehensive Watershed Improvement Project. 10.0 REFERENCES CITED Delineation of the Landward Extent of Wetlands and Surface Waters, Chapter 62-340, Florida Administrative Code. 1994. Lichvar, R.W., M. Butterwick, N.C. Melvin, and W.N. Kirchner. 2014. The National Wetland Plant List 2014 Update of Wetland Ratings. Phytoneuron 2014-41: 1-42. Water Use/Consumptive Use Permits Wetlands/Surface Waters Monitoring Plan Guidelines, South Florida Water Management District. 2018. United States Department of Agriculture, Natural Resources Conservation Service. 2010. Field Indicators of Hydric Soils in the United States, Version 7.0. L.M. Vasilas, G.W. Hurt, and C.V. Noble (eds.). USDA, NRCS, in cooperation with the National Technical Committee for Hydric Soils. National Academies of Sciences, Engineering & Medicine 2017. Effective Monitoring of Evaluate Ecological Restoration in the Gulf of Mexico. Washington, DC: The National Academies Press. https://doi.org/10.17226/23476. Florida Department of Environmental Protection's (FDEP) Standard Operating Procedures (SOPs), F.A.0 62-160.110. FS 2100. Surface Water Sampling & FS 2200 Groundwater Sampling. Packet Pg. 784 Attachment A Proposed Monitoring Well Locations A -j U) 2 0 Lm IL LL LLI w 0 F- CO) LU w U- CD CD I -- Cm N- C 0 E I Packet Pg. 785 1 Irv, 44 j$� v -a -i. WE vi To. 3 In: 7 5 52 00, 9 12 10 16 19 15 18 %;War 17 14 58 22 EM id 24 p7i 3 27 30 04� 6 �77Z 60 35 51 21 56 0AW 43 Attachment B Well Installation Cross Section \ Data Form 0 A -j U) 2 0 Lm (L LL LLI w 0 F- CO) LU w U- Q Q I -- cm N- E I Packet Pg. 787 1 ,aVth Tot, Environmental, LLC Project: - Date Installed: Installed by: Well #: TOP OF PIPE TO BOTTOM OF WELL: TOP OF CAP TO BOTTOM OF WELL: ............................. Notes: Well Installation Form TOP OF PIPE A TOP OF PIPE TO NG: TOP OF WELL TO BOTTOM OF TRANSDUCER: LENGTH OF (D CABLE: t SHOULD BE 1 FOOT V Well #: Hobo Logger S/N: Hobo Water Level S/N: Logging Interval: CAP TOP OF CAP TO GROUND: TOP OF CAP TO BOTTOM OF TRANSDUCER: NATURAL GROUND (NG) -J Lu > ING TO BOTTOM (D OFTRANSDUCER: .... .......................... I ...................................................... . ........ __J Reference Point .......... BOTTOM OF WELL EARTH TECH ENVIRONMENTAL, LLC. * 10600 JOLEA AVENUE, BONITA SPRING, FLORIDA 34135 * PH: 239.304.0030 * FAX: 239.324.0054 * I Packet Pg. 788 1 Attachment C Example Well and Vegetation Transect Map -j U) A) 0 Lm IL LL LLI w 0 F- CO) LU w U- CD CD I -- Cm N- E I Packet Pg. 789 1 G \ETEnv Documents\PROJECTS\COLLIER\Collier County Watershed Improvement Plan RFP\GIS\WeliSiteMaps 2-8-19.mxd I Packet Pg. 790 AUDUBONOF THE VMSTERN EVERGLADES 1020 8" Av e S outl-ii Ste. 2 N,Nnples, FL 34102 P11011e. (239) 643-7822 ,;vww.audpIbo1iwe.org August 5, 2016 Collier County Board of Commissioners Donna Fiala, Chair 3299 Tamiami Trail East Naples, FL 34112 RE: Support for Collier County RESTORE Act -funded Comprehensive Watershed Mgmt Project Dear Chair Fiala and Commissioners: Audubon of the Western Everglades has reviewed a recently developed environmental restoration project Collier County staff have proposed which will be implemented using anticipated funds from the BP Oil Spill payments through the federal RESTORE Act. Called the Comprehensive Watershed Management Project, it targets restoring the wetlands, habitats and hydrology of the South Belle Meade portion of Rookery Bay National Estuarine Research Reserve's watershed, including diverting Golden Gate Main Canal water from Naples Bay to more naturally sheetflow across restored wetlands and ultimately into Rookery Bay. This watershed is a high priority for citizens of Collier County and the State of Florida because of the tremendous ecological and economic value of the rich estuarine waters of Rookery Bay that support fisheries, boating, fishing, ecotourism, and a high quality of life on the coast. Without a healthy upstream watershed, Rookery Bay will decline. The Collier County Comprehensive Watershed Management Project is to be partly funded by applying for RESTORE Act funds and is based on the County's strong Watershed Management Plan. The Project will implement important components of that plan that benefit not only Rookery Bay NERR, but the Picayune Strand State Forest's South Belle Meade area, the Naples Bay estuary, and set the stage for improving several parts of the County Rural Fringe Mixed Use District's Natural Resource Protection Areas (NRPA's). Additionally, the planned project utilizes several recent science efforts in this watershed to assure effective outcomes, including Picayune Strand Everglades Restoration Project monitoring and modeling, SFWMD/Big Cypress Basin studies, and very recent Rookery Bay modeling results for this watershed. Audubon of the Western Everglades strongly supports this proposed restoration project and recommends Collier County apply for RESTORE Act funding. Audubon of the Western Everglades has participated in many of these prior modeling and planning efforts and offers our continued support and assistance in implementing this important restoration project. Sincerely, Bradley Cornell Southwest Florida Policy Associate I Packet Pg. 791 1 BILL BARNETT MAYOR July 25, 2016 Gary McAlpin, Manager Coastal Zone Management Collier County Government 2800 N. Horseshoe Drive Naples, FL 34104 Email: G aryMcAlpin(aftolliergov. net Re: Collier County RESTORE Act Funding Request "The Golden Gate Canal Flow Diversion and Historical Flow way Restoration Project" Dear Sir or Madam: The City of Naples is writing in support of Collier County's application for RESTORE Act funding for its Golden Gate Canal Flow Diversion and Historical Flow way Restoration Project. This project includes the diversion of Golden Gate Canal waters away from Naples Bay and to the historic flow ways through Belle Meade. The City supports this important project because it will significantly decrease freshwater flows into an impaired water body. Naples Bay is on the EPA 303(d) List of Impaired Waters for copper, iron, fecal coliforms and dissolved oxygen. Naples Bay provides many benefits to the region, including commercial and recreational activities that improve the quality of life for residents and attract visitors to the area. As a result of the construction of the Golden Gate Canal drainage system, the Naples Bay watershed has been drastically changed from its historic 10 square mile receiving area to its current 120 square mile receiving area. This massive increase in freshwater input has been a major stressor on Bay organisms, having a significant effect on the ecology and water quality of the Bay. Since the 1950s, Naples Bay has lost 90% of its seagrass beds, 80% of the oyster reefs and 70% of its mangrove fringe. The City recognizes this project as one important step in the restoration of water quality and ecological systems. But, in this letter of support, the City urges Collier County to expand the restorative effort of this project by including the restoration of oyster reefs within Naples Bay. Degrading water quality is both a cause and an effect of the oyster decline, because fewer oysters mean less filtration capacity. The decrease in oyster reefs in the Bay is a direct effect of the fresh water inflows from the Golden Gate Main Canal. To this end, the City has designed a $1 million project to restore oysters in suitable areas of Naples Bay and is currently in the final stages of permitting. 735EIGHTH STREET SOUTH -NAPLES. FLORIDA 34102 6796 T�,__-.UEPHONE (239)213 1000 FAX (239) 213-1010 CELL (239) 777-7952 EMAIL: Mayorbill@ napleszm.com I Packet Pg. 792 The City strongly urges Collier County to include this important restoration component within the County's grant application as a part of the entire watershed improvement/restoration project. We thank you for your time and consideration for funding this most vital part of our region's efforts to restore Southwest Florida's estuarine coastal ecosystem. Restoring our coast will not only improve the ecosystem, but will also improve the quality of life for those who live and visit our area. Sincerely, Mayor Bill Barnett 735 EIGHTH STREET SOUTH -NAPLES. FLORIDA 34102-6796 T'--LEPHONE (239) 213-1000 FAX (239) 213-1010 CELL (239) 777-7952 EMAIL: Mayorbill@ naplesgov com I Packet Pg. 793 August 2, 2016 Gary McAlpin, Manager Collier County Coastal Zone Management Florida Fish 2800 N. Horseshoe Drive and Wildlife Naples, FL 34104 Conservation GaryMcAlpinkcolliergov.net Commission Commissioners Re: Golden Gate Canal Flow Diversion and South Belle Meade Hydration Project, Brian S. Yablonski Technical Assistance Request, Collier County Chairman Tallahassee Aflese P. "Llesa" Priddy Dear Mr. McAlpin: Vice Chairman Immokalee Florida Fish and Wildlife Conservation Commission (FWC) staff has participated in Ronald M. Bergeron Fort Lauderdale initial planning meetings for the above -mentioned project. We offer the following Richard Hanas comments and recommendations as technical assistance at your request based on our Oviedo initial review of the proposed project and in accordance with Chapter 379, Florida Bo Rivard Statutes. Panama City Charles W. Roberts III Tallahassee Robert A- Spottswood Project Description Key West The proposed project would divert inflows out of the Golden Gate Canal, when sufficient Executive Staff water is available (June — October), through the Belle Meade region via proposed water Nick Wiley control features to increase freshwater flows into Rookery Bay. The primary goals are to Executive Director reduce the excessive amount of freshwater flows to Naples Bay, to rehydrate wetlands in Eric Sutton Assistant Executive Director the Belle Meade region, and to reestablish historical freshwater inflow quantities into Jennifer Fitzwater Rookery Bay, while improving the associated estuarine habitat. The project aims to Chief of Staff improve the balance, timing and distribution of fresh and salt water in both Naples Bay and Rookery Bay. Office of the Executive Director Collier County has proposed an adaptive management approach with hydrologic, wetland Nick Wiley Executive Director and habitat monitoring, and has noted that the system will be flexible, with the ability for the diverted flows to be decreased or the system capacity to be increased as necessary. (850) 487-3796 (850) 921-5786 FAX The overall restoration plan includes the following project components: Managing fish and wildlife Project Area A (north of Interstate-75 (1-75)) is comprised of a 5,000-foot flowway resources for their long-term well-being and the benefit planted with wetland islands, a multi -use recreational trail, outfall system under Lake of people. Boulevard to the 1-75 north canal, and a 100 cubic feet per second (cfs) pump station to draw water from the Golden Gate Canal (infrastructure designed to be expanded to 200 CA). 620 South Meridian Street Tallahassee, Florida 32399-1600 Project Area B (along 1-75 corridor) includes removal of ditch blocks and vegetation to Voice: (850) 488-4676 improve conveyance and operational control structures to control flows to Henderson Hearing/speech-im paired: Creek and the Miller Canal. (800) 955-8771 (T) (800) 955-8770 (V) MyFWC.com Packet Pg. 794 Gary McAlpin Page 2 August 2, 2016 Project Area C is a conveyance flowway and spreader swale built at grade, realignment of horse trails to maintain trail connectivity, and a 100 cfs pump station to draw water from the 1-75 north canal (with infrastructure designed to be expanded to 200 cfs). Project Area D (known as Sabal Palm Road conveyance improvements) is the installation of four new siphon culvert crossings to convey additional flow and reconstruct the road to existing conditions. Project Area E includes construction of new flowways though historical flowway areas, construction of new culvert crossings under U.S. Highway 41 and State Road 5 8 1, creation of openings in the historic railroad berm, and creation of water quality and attenuation areas on a public parcel. Another project component is flowway corridors through the Six L agricultural lands and will be coordinated when Six L lands transition to residential development in the future. Potentially Affected Resources FWC staff conducted a geographic information system (GIS) analysis of the project area. Based on this analysis, the project area is located near, within or adjacent to: U.S. Fish and Wildlife Service (USFWS) consultation areas for: • Florida panther (Puma concolor coryi, primary and secondary zones, Federally Endangered [FE]) • Florida scrub -jay (Aphelocoma coerulescens, Federally Threatened [FT]) • Red -cockaded woodpecker (Picoides borealis, FE) • Florida bonneted bat (Eumopsfloridanus, FE) • Everglade snail kite (Rostrhamus sociabilis plumbeus, FE) Within one or more wood stork (Mycteria americana, FT) nesting colony core foraging area (CFA). The CFA constitutes an 18.6-mile radius around the nesting colony. Primary range for the Big Cypress population of Florida black bear (Ursus americanusfloridanus) (South Bear Management Unit) Bald eagle ((Haliaeetus leucocephalus) nests • COOII • C0015 • C0037 • C0961 *C0961 is an unconfirmed nest reported by residents as active this year Potential habitat for state- and federally listed species: • Eastern indigo snake (Drymarchon corais couperi, FT) • Florida manatee (Trichechus manatus latirostris, FE) • Red -cockaded woodpecker I Packet Pg. 795 1 Gary McAlpin Page 3 August 2, 2016 • Wood stork • Gopher tortoise (Gopheruspolyphemus, State Threatened [ST]) • Big Cypress fox squirrel (Sciurus niger avicennia, ST) • Everglades mink (Neovison vison evergladensis, ST) • Little blue heron (Egretta caerulea, State Species of Special Concern [SSC]) • Limpkin (Aramus guarauna, SSQ • White ibis (Eudocimus albus, SSQ • Snowy egret (Egretta thula, SSQ • Tricolored heron (Egretta tricolor, SSQ 0 Florida Natural Area Inventory Managed Areas: • Collier- Seminole State Park (Managed by the Florida Department of Environmental Protection (FDEP) Division of Recreation and Parks) • Rookery Bay Reserve Lands (Managed by the FDEP Florida Coastal Office) • Picayune Strand State Forest (Managed by the Florida Department of Agriculture and Consumer Services and Florida Forest Service) Comments and Recommendations FWC staff appreciate being involved with this project during the early stages of the planning process. We recommended that Collier County investigate specific measures to protect listed species and ensure that any species that may be utilizing the site are not negatively impacted by the proposed activities. FWC staff met with County staff and the U.S. Fish and Wildlife Service most recently on June 8, 2016, to discuss the project in greater detail. As a result of the multi -agency coordination efforts, the County has addressed initial project concerns by providing the following commitments regarding the proposed project: no impact to the red -cockaded woodpecker population, the project flowway cannot impact red -cockaded woodpecker current or expansion area habitat, avoid degradation to mesic or hydric flatwoods, avoid functional decrease in recreational features or roads (no permanent earthen features), continued monitoring and adaptability, invasive species management, ensure the project is consistent with the latest management plan for Picayune Strand State Forest, and avoid impacts to the federal Picayune Strand Restoration Project. FWC staff supports the proposed project and restoration of the natural hydrology of wetlands with water levels that are compatible with the historical environment in Picayune Strand State Forest. We also support the goal of enhancing Rookery Bay and Naples Bay habitats for use by various fish, wading birds, and wildlife species. We will continue to work with the County to provide technical assistance regarding fish and wildlife resources and their habitat. We offer the following comments and recommendations for consideration as the project moves forward to help ensure protection of listed species during construction activities and project implementation. I Packet Pg. 796 Gary McAlpin Page 4 August 2, 2016 Wildlife Surveys To better identify the potential for impacts, surveys for listed species should be completed prior to any clearing or development. Species -specific wildlife surveys are time sensitive, and FWC staff recommends that all wildlife surveys follow established survey protocols approved by the USFWS and the FWC. Surveys should also be conducted by qualified biologists with recent documented experience for each potential species. Basic guidance for conducting wildlife surveys may be found in the Florida Wildlife Conservation Guide (FWCG) http://myfwc.com/conservation/value/fwcg/). Habitat/Vegetative Land Cover The project includes pumping potentially nutrient -loaded canal water from the Golden Gate Canal to sheetflow over north and south Belle Meade natural lands to eventually flow into Rookery Bay. Materials provided by Collier County show the flowway in Project Area A will contain wetland islands that will provide water quality improvement prior to flows entering Picayune Strand State Forest. The information provided notes that further water quality treatment via sheetflow will act to reduce nutrients to ambient concentrations when the flows eventually reach Rookery Bay. Hydroperiod and nutrient load are major factors that shape vegetative communities. These vegetative communities are habitats for several listed species and significant changes may alter the habitats and wildlife usage for foraging, nesting, and denning. FWC staff recommend an adaptive management approach to this large-scale project which would include baseline wildlife and habitat mapping, specific quantifiable and measurable goals, avoidance and minimization measures, potential effects of climate change, monitoring for the associated vegetative communities within the project area, and any potential mitigation measures should negative impacts occur. Florida Manatee Florida manatee use of this area is limited to specific waterways within the project site. Attached is a depiction of where manatees are believed to be able to access the area of the Golden Gate Canal and South Belle Meade Hydration project. At the terminus of Henderson Creek, there is a basin that provides warm water refuge that is used regularly during the winter by a small number of manatees (3-10 individuals). The water from this basin flows approximately 1/4of a mile east down Henderson Creek, under County Road (C.R.) 951 and then continues southwest eventually flowing into Rookery Bay. Up to 20 manatees have been documented using the basin at one time and this site provides important habitat in an area with limited warm -water options for manatees. The basin is regulated as a manatee protection No Entry area, and the access route to Henderson Creek is posted Idle Speed, which becomes Slow Speed after C.R. 95 1. It is difficult to tell from the information submitted what, if any, effect this project may have on this manatee refuge. As the project moves forward, FWC staff would like to stay involved in order to understand what, if any, impacts may occur to this warm -water site. In addition, it is difficult to tell if proposed structures are located in areas accessible to manatees. Changing accessibility for manatees, as well as installing structures (such as I Packet Pg. 797 Gary McAlpin Page 5 August 2, 2016 pipes and culverts greater than 8 inches, but smallerthan 8 feet in diameter that are submerged or partially submerged) may create entrapment situations, posing risks to manatees. FWC staff would like to continue discussions on project details as they become available to ensure that no inadvertent risks are created for manatees as a result of this project. Please contact the staff identified below for further coordination. Gopher Tortoise If gopher tortoises or their burrows may be impacted by the proposed project, we recommend that the applicant refer to the FWC's Gopher Tortoise Permitting Guidelines (Revised February 2015) (http://myfwc.com/license/wildlife/goDher-tortoise:VgEgll�ts/) for survey methodology and permitting guidance prior to construction. Survey methodologies require a burrow survey covering a minimum of 15 percent of potential gopher tortoise habitat to be impacted by development activities; including staging areas (refer to Appendix 4 in the Gopher Tortoise Permitting Guidelines for additional information). Specifically, the permitting guidelines include methods for avoiding impacts as well as options and state requirements for minimizing, mitigating, and permitting potential impacts of the proposed activities. Any commensal species observed during burrow excavations should be handled in accordance to Appendix 9 of the Gopher Tortoise Permitting Guidelines. State Listed Wading Birds The potential exists for wading bird nesting activity to occur in forested wetlands within the project area. We recommend that additional surveys for nesting wading birds be conducted during their breeding season, which extends from March through August. Basic guidance for conducting wildlife surveys may be found in the FWCG. If there is evidence of nesting during this period, we recommend that any wading bird sites be buffered by 100 meters (328 feet) to avoid disturbance by human activities. If nesting is discovered after construction has begun, or the removal or trimming of trees with active nests is unavoidable, or if maintaining the recommended buffer is not possible, we recommend that the applicant contact the FWC staff identified below to discuss potential permitting alternatives. Hydrologic restoration can benefit state -listed wading birds. If the project results in rising and falling water levels that correspond as closely as possible to historic patterns, benefits are expected. FWC staff recommends that the County conduct the project in an adaptive management framework with clear, measurable objectives and sufficient funding for monitoring to evaluate progress toward those objectives to account for the additional benefits to state imperiled species. Recreation Sabal Palm Road is one of the main designated access routes for recreational users heading into Picayune Strand Wildlife Management Area and is currently listed for improvements under the proposed project. FWC staff recommends that Sabal Palm Road I Packet Pg. 798 Gary MeAlpin Page 6 August 2, 2016 and trails remain open to the public, and that the project avoid or minimize any impacts to the trails or public access in these areas wherever feasible. If closures are anticipated, please contact the FWC staff identified below for additional discussion. Marine Fish Freshwater flows at a natural rate into estuaries can be beneficial to estuarine fish, invertebrates, and their associated habitats. Several species of ecologic and economic importance depend on freshwater flows during important parts of their life cycle and are more abundant in areas of freshwater flow, or in years following high flows, including: red drum, spotted seatrout , shrimp, blue crab, and certain marine baitfish (Spanish sardine, round scad, and Atlantic thread herring). Oysters have an optimal salinity range of 14-28ppt; thus, a healthy state of freshwater flows are necessary for maintaining salinities within that range. These species can benefit from freshwater inputs, given natural and healthy water flow. Compared to natural flows, rapid influxes of freshwater can be damaging to estuaries. The rapid drop in salinity from a large pulse of freshwater can cause mortality for many estuarine species, including fish (spotted seatrout, white grunt, pinfish, and rainwater killifish), oysters, and seagrasses. Rapid freshwater inputs can also lead to increased nutrient loading, turbidity, sedimentation, hypoxia-induced fish kills, and light limitation to seagrasses. Reducing canal discharges to Naples Bay, while providing a more natural sheetflow to Rookery Bay, would be beneficial for the estuaries by reducing the damaging effects of having either too much water, too little water, or too poor quality of water. Bald Ea2le Based on the GIS analysis, there are four bald eagle nest territories located within or adjacent to the project site. While the project goals may not directly impact nests, FWC staff recommend that Collier County ground truth nest locations and determine if any construction work will be occurring within 660 feet of a nest. The bald eagle has been removed from state and federal listing but is still governed by the state bald eagle rule and the federal Bald and Golden Eagle Protection Act. The FWC has developed a bald eagle management plan to further guide eagle conservation in Florida. Eagle permits are not required for activities that occur more than 660 feet from any active or alternate bald eagle nests. Not all eagle nests in Florida have been documented by the FWC, and non - documented nests receive the same level of protection as FWC documented nests. Please keep in mind that eagle nests may become reactivated at any time or eagles may establish a new nest, at which point the FWC Bald Eagle Management Plan (http://myfwc.com/media/427567/Eagle Plan ApELl 2008..pdf) guidelines found in the section entitled Permitting Framework April 2008 would apply. Hunting Timeframes All efforts should be made by the County to schedule construction activities so they do not coincide with established hunting timeframes in the Picayune Strand State Forest. If overlap is unavoidable, the County should inform Picayune Strand State Forest staff and I Packet Pg. 799 Gary McAlpin Page 7 August 2, 2016 the FWC of the planned construction activities as far in advance so that hunters may be notified. Federally Listed Species The project area may contain suitable habitat for the federally listed species identified above. We recommend the applicant coordinate with the USFWS for information regarding potential impacts to these species. The USFWS South Florida Ecological Services Office can be contacted at (772) 562-3909 to discuss any necessary federal requirements. Florida Bonneted Bat The project is located within the USFWS Consultation Area for the federally endangered Florida bonneted bat and potential habitat for this species may exist onsite. While specific guidance has not yet been approved by the USFWS for the Florida bonneted bat, we recommend the applicant take steps to determine if and how bonneted bats may be using the project area. This could include conducting acoustic surveys to determine presence of bonneted bats and searching for potential roost sites that could be used by any bat species, such as tree cavities or under dead palm fronds, within the project area. For any potential roost site that is located, the site should be examined by a trained wildlife professional and the area around it should be searched for signs of bats (guano, staining around the cavity entrance, chirping sounds). If bats are found roosting within or near the project site, they should be identified to species to determine if they are Florida bonneted bats. If Florida bonneted bats are identified, the applicant should immediately contact the USFWS and also provide that occurrence information to the FWC. Red -Cockaded Woodpecker Conservation efforts for the federally endangered red -cockaded woodpecker (RCW) are underway in Picayune Strand State Forest. The Belle Meade tract has an estimated 13 potential breeding groups of RCWs. We recommend the County continue coordination efforts with the U.S. Fish and Wildlife Service and the Florida Forest Service as this project moves forward to ensure protection of red -cockaded woodpecker habitat. The USFWS can provide additional guidance on RCW protection measures and the County may want to consider the follow recommendations during discussions with the USFWS and FWC. Surveys should be conducted before clearing or construction activities. If RCW nesting is evident, the use of heavy machinery and vehicles should be avoided entirely within 50 feet of red -cockaded woodpecker cavity trees (U.S. Fish and Wildlife Service, 2003). The use of mechanized equipment within a red -cockaded woodpecker cluster should be avoided entirely during their breeding season (April -July) (Rodgers, 1995). Please contact the USFWS South Florida Ecological Services Office for additional information. Packet Pg. 800 Gary McAlpin Page 8 August 2, 2016 Florida Panther The project is located along a stretch of Interstate-75 (1-75) where FWC has documented numerous panther deaths from vehicle collisions. The Florida Department of Transportation is planning to extend the I 0-foot tall panther fence through this area to help prevent future panther deaths. This fencing does not include any new wildlife crossings so there will be a seven mile stretch where the fence will prevent access onto the highway by restricting north -south movements across the road. This project may provide some opportunity for accommodating wildlife movement across the highway if new water structures are required, such as the proposed new pump station on the south side of 1-75. It would be helpful to see the County's vision of how much preservation will occur north of 1-75 in order to better inform any discussion regarding new wildlife crossings. Information regarding wildlife crossings should be directed towards Darrell Land, at either Darrel I.LandgMyFWC.com or (239) 417-6352. We look forward to working with Collier County staff and other agencies as the project moves forward and the adaptive management plan is developed. If you need any further assistance, please do not hesitate to contact Jane Chabre either by phone at (85 0) 410- 5367 or by email at FWCConservationPlanninaServicesg.MyFWC.com. If you have specific technical questions regarding the content of this letter, please contact Marissa Krueger by phone at (561) 882-5711 or by email at Marissa.KruegergMyFWC.com. Sincerely, ot� Q�_<�Ay Jennifer D. Goff Land Use Planning Program Administrator Office of Conservation Planning Services idg/mk ENV 1 Golden Gate Canal and South Bette Meade Hydration-22285-080216 Citations: Rodgers, J.A., Jr., and H.T. Smith. 1995. Set -back distances to protect nesting bird colonies from human disturbance in Florida. Conservation Biology 9: 89-99. U.S. Fish and Wildlife Service. 2003. Recovery plan for the red -cockaded woodpecker (Picoides borealis): second revision. U.S. Fish and Wildhfe Service, Atlanta, GA_ 296pp. cc: Heather Ferrand, Florida Forest Service, Heather.FerrandkFreshFromFlorida.com Kim Dryden, USFWS, kim drydenkfws.gov I Packet Pg. 801 1 CONSERVANCY of Southwest Flohda OUR WATER, LAND, WILDLIFE, FUTURE. Protecting Southwest Florida's unique natural environment and quality of life ... now and forever. August 1, 2016 Donna Fiala, Chair, Commissioner District 1 Georgia A. Hiller, Esq., Commissioner District 2 Tom Henning, Commissioner District 3 Penny Taylor, Commissioner District 4 Tim Nance, Vice -Chair, Commissioner District 5 Collier County Board of County Commissioners 3299 Tamiami Trail East, Suite 303 Naples, FL 34112 Re: Collier County Comprehensive Watershed Management Plan RESTORE Act Project Application Dear Chair Fiala and Commissioners: The Conservancy ofSouthwest Florida conceptually supports the Collier County Comprehensive Watershed Management Plan project seeking federal funding through both the Florida Department of Environmental Protection's (FDEP) RESTORE Council for Category 2 funding and also through the Gulf Consortium for Category 3 funding. The Conservancy has been closely involved in the process through which local governments may receive RESTORE Act Funding. Conservancy staff have served on the Collier, Lee, and Charlotte County RESTORE Act Advisory Committees and worked closely with Collier County staff in developing project ranking criteria. We are committed to supporting coastal communities in Southwest Florida in securing funds for restoration projects. This project, once fully vetted, funded and implemented, will provide the opportunity to restore, enhance and protect priority restoration areas within Collier County. The intended benefits of the project are: Reduction of peak freshwater flows to Naples Bay by approximately 15% and associated nutrient pollutant reduction to Naples Bay Restoration of historic hydroperiods and flow patterns in South Belle Meade/Picayune Strand State Forest Freshwater flows of approximately 50 cubic feet per second (cfs) routed to Rookery Bay National Estuarine Research Reserve when needed Conservancy of Southwest Flo6da has been awarded Cbarfty Navlgator's prestigious 4-Star top rating for good governance, sound fiscd management and commitment to accountability and transparency. Chartty Navigator Is Arnericat Largest and most respected independent e%taluatw of charttles. 1495 Smith Preserve Way I Naples, Florida 34102 1 239.262,0304 1 Fax 239.262.0672 1 www.conservancy.org I Packet Pg. 802 1 In communications with County staff, the Conservancy has preliminarily identified several components which we feel are critical to the ultimate success of the proposed project. Firstly, the plan should not contribute to a decrease in water quality in Rookery Bay. Rookery Bay is currently on FDEP's impaired waters list for nutrients (chl-a), dissolved oxygen, and fecal coliform, and the project should not contribute to these, or any other water quality impairment. In order to assess and address any potential impacts, the Conservancy supports robust water quality monitoring and filtration at both the Golden Gate Canal pump station as well as at a site in the vicinity of Six L's, and prior to any discharge of water into Rookery Bay. Secondly, the GSSHA model analysis must confirm that there are no negative impacts on native plant communities or hydroperiods, as several listed wildlife species rely on the area. Our understanding is that additional modeling and ground-truthing will be conducted in regards to this issue, when the funding is in place. Additionally, we recommend that the County continue discussions with the Florida Department of Transportation (FDOT), to determine if the improvements made at 1-75 can assist with ongoing efforts to improve panther movement between north and south Belle Meade. In this unfenced area, there have been at least 14 panthers struck and killed since 2004. FDOT is currently beginning a feasibility study with lands that overlap this project, and there may be opportunities through both the FDOT project and this proposed project that can also benefit wildlife movement and motorist safety. In conclusion, the Conservancy of Southwest Florida strongly encourages the Collier County Board of County Commissioners to submit the Collier County Comprehensive Watershed Management Plan Project for RESTORE Act funding. The Conservancy looks forward to remaining engaged, as well as reviewing additional information in the design and implementation phases of the project regarding the topics raised above. Sincerely, Jennifer Hecker Director of Natural Resource Policy CC: Gary McAlpin, Collier County Coastal Zone Management Parkpt Pn An'-1 McAlpinGary From: Dryden, Kim [kim—dryden@fws.gov] Sent: Tuesday, July 26, 2016 12:49 PM To: McAlpinGary Subject: Support Letters for Belle Meade Flowway We have been given permission to write a "local" (probably signed by our Vero Beach office) support letter for the Belle Meade Flowway project. Please advise as to who those letters should be addressed to and what the official name of the project is. Thanks Gary. Heather is on vacation so will try to get up with her soon. Kim Dryden U.S. Fish and Wildlife Service Florida Panther and Ten Thousand Islands National Wildlife Refuge 12085 State Road 29S Immokalee, FL 34142 CELL PHONE: (USE FIRST) 772-532-5614 Office Phone: 239-657-8016 Office FAX: 239-657-8002 I Packet Pg. 804 4 FLORIDA WILDLIFE FEDERATION Afilialed Wlab National Wlildlife Federation Southwest Florida Office Office Phone: (239) 643-4111 2590 Golden Gate Parkway, Suite 105 Cell: (239) 784-5119 (Call First) Naples, Florida 34105 Email: nangypay1on0.fwf6nline.org July 25, 2016 Donna Fiala, Chair Tim Nance, Vice Chair Tom Henning Georgia A. Hiller, Esq. Penny Taylor Board of Collier County Commissioners Naples, Florida 34112 RE: Support for RESTORE Comprehensive Watershed Management Project Dear Commissioners: Florida Wildlife Federation (FWF) endorses the RESTORE Comprehensive Watershed Management Project as presented by Collier County staff and urges the Board of Collier County Commissioners to submit it for RESTORE funding. This project proposes to: I . improve freshwater flows into Rookery Bay National Estuarine Research Reserve, 2. rehydrate 10,000 wetland acres in Picayune Strand State Forest/South Belle Meade Natural Resources Protection Area, 3. help create positive conditions for habitat restoration in Naples Bay by upgrading water quality, and 4. provide funding for preliminary plans to rehydrate the North Belle Meade Natural Resource Protection Area and create a masterplan for the Six L's receiving area. FWF's strongest area of support is for the rehydration of 10,000 wetland acres in Picayune Strand State Forest/South Belle Meade Natural Resources Protection Area. It furthers Collier County's Rural Fringe Mixed Use District goals; is in accord with the Picayune Strand Everglades Restoration Project; and understands the need to maintain healthy relationships between wetlands and uplands. Collier County's RESTORE project will enhance 10,000 of the 2 1,000 acres currently in public ownership in Picayune Strand State Forest/South Belle Meade Natural Resources Protection Area. Plus the project has been crafted to complement upland habitat restoration and recovery of the endangered red -cockaded woodpecker. FWF looks forward to working with Collier County and all interested parties as the design details of this regionally significant project are developed. Sincerely, 61. -iD 1.01 4F &~V7 V 10*V Nancy A. Payton Southwest Florida Field Representative cc: Gary McAlpin I Packet Pg. 805 BIG CYPRESS BASIN OF THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT Resolution No. BCBB2016-0701 A Resolution of the Big Cypress Basin Board of the South Florida Water Management District conceptually supporting Collier County's RESTORE Act Funding Request; providing an effective date. WHEREAS, the Resources and Ecosystems Sustainability Tourist Opportunities and Revived Economies of the Gulf Coast States Act (RESTORE Act) established a Gulf Coast Restoration Trust Fund to be utilized to restore and protect natural resources, ecosystems, fisheries, marine and wildlife habitats, beaches, coastland wetlands, and economy of the Gulf Coast region; and WHEREAS, Collier County is seeking RESTORE Act funding to plan, develop and implement a Comprehensive Watershed Management Project restoration project in the Golden Gate/South Belle Meade/Rookery Bay watershed; and WHEREAS, The Collier County Comprehensive Watershed Management Project for the restoration and rehydration of the Golden Gate/Belle Meade/Rookery Bay watersheds seeks to divert flows from Naples Bay, enhance water quality to local bays and estuaries and rehydrate historic wetland areas; now therefore, BE IT RESOLVED BY THE BIG CYPRESS BASIN BOARD OF THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT: Section 1. The Big Cypress Basin Board conceptually supports Collier County in their pursuit of RESTORE Act funding for the overall concept of their Comprehensive Watershed Project in the Golden Gate/Belle Meade/Rookery Bay watersheds. Section 2. This resolution shall take effect immediately upon adoption. PASSED and ADOPTED this I It' day of July, 2016. BIG CYPRESS BASIN OF THE SOUTH FLORIDA Legal form approved WATER MANAGEMENT DISTRICT, BY ITS By: GOVERNING BOARD By: Office of Counsel Chairman Print name: C- gtLo --Ij Page 1 of 1 I Packet Pg. 806 1 RESOLUTION NO. 2017 -.8 8 A RESOLUTION OF THE COLLIER COUNTY BOARD OF COUNW COMMISSIONERS REQUESTING THAT THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (-FDEP") ENDORSE AND SUBMIT IN THE FDEP NEXT ROUND OF PROJECT SUBMITTALS THE COLLIER COUNTY COMPREHENSIVE WATERSHED IMPROVEMENT PROJECT FOR RESTORE COUNCIL FUNDING (COMPONENT 2). WHEREAS, on September 27, 2016, the Board of County Commissioners (Board) approved the 2016 Collier County Restore Comprehensive Watershed Improvement Conceptual Plan and provided concurrence to proceed with funding applications, design, permitting and modeling to reduce freshwater flows to Naples Bay, rehydrate approximately 10,000 acres of the Picayune Strand State Forest, restore historic freshwater flows to Rookery Bay National Estuarine Research Reserve (Rookery Bay), and improve water quality throughout the entire watershed; and WHEREAS, FDEP is the State's representative on the Restore Council and charged with review, concurrence and submittal of all funding applications; and WHEREAS, FDEP requires concurrence from all regulatory agencies and state partners before applications are submitted to the Restore Council for funding. Collier County has already obtained support letters from the Audubon of the Western Everglades/Audubon Florida; the Big Cypress Basin/SFWMD; the City of Naples; the Conservancy of Southwest Florida-, the Florida Fish and Wildlife Conservation Commission (FWC); the Fish and Wildlife Service; the Florida Wildlife Federation, Florida Forestry Service and the Collier County Watershed Technical Advisory Committee. Additionally, Rookery Bay National Estuarine Research Reserve has agreed to co-sponsor this program; and WHEREAS, Collier County is projected to receive approximately $12.7 million under the Restore Act Spill Impact Component (Component 3) and approximately $6 million under the Restore Act Direct Component (Component 1); and WHEREAS, the Board's current request is required for the balance of the funds needed, or approximately $14 million, and will be solicited through FDEP and the Restore Council (Component 2); and WHEREAS, the Restore Council is expected to open the next application cycle for project funding in the Fall of 2017, and this Resolution formally requests that FDEP endorse and submit [2005-001/1335004/11 1 (9 I Packet Pg. 807 1 0 in the FDEP next round of project submittals the Collier County Comprehensive Watershed Improvement Project for Restore Council funding (Component 2). NOW THEREFORE, BE IT RESOLVED BY THE COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS, that the Board formally requests that FDEP endorse and submit Collier County's Watershed Improvement Project for Restore Council funding (Component 2) in the next round of FDEP submittals to the Restore Council expected in Fall 2017. THIS RESOLUTION ADOPTED after motion, second, and majority vote favoring,same, this ' day of May, 2017. ATTEST: D%ight E. Brock, Clerk est as to Chairman's De �IC9 signaWre only. APPTCIVCd X5 10 fODP an d i Colleen M. Greene Assistant County Attorney (2005-00111.--3 50 04/11 2 BOARD OF COUNTY COMMISSIONERS, COLL71ETY, FLORIDA By: Penny T&r, Chaimnn 0 1-0 0 co 0 E G Packet Pg. 808 C;0#1CY CeOl4nty Growth Management Department Capital Project Planning, Impact Fees & Program Management Division MEMO To: Gary McAlpin, Project Manager, Collier County Coastal Zone Management and RESTORE Coordinator From: Jocelyn Nageon De Lestang, Chairman, Collier County Comprehensive Watershed Improvement Program (CWIP) Ad Hoc Technical Advisory Committee and Gerald Kurtz, Project Manager, Collier County Stormwater Planning and CWIP Staff Liaison Cc: Leo Ochs, County Manager, Collier County, and Nick Casalanguida, Deputy County Manager, Collier County Date: September 9, 2016 Re: CWIP Committee support for Collier County's RESTORE project proposal Background On February 10, 2015 the Collier County Board of County Commissioners passed Resolution 2015-32 endorsing the initiative to develop the Golden Gate Watershed Improvement Program (GGWIP). According to the resolution, "the purpose of this initiative is to develop and implement actions to manage water management system strategies with high potential for overarching impact to Collier County in accordance with t he Wate rs hed M a nag eme nt Pla n. " " It is n e cess a ry that th e COU My wo rks i n concert with government agencies and/or non -governmental organizations that will be directly impacted by the implementation of the program-" At the same meeting, Resolution 2015-25 was also passed and it for -used on establishing the GGWIP Technical Advisory Ad Hoc Committee to oversee the process. The Committee name was subsequently changed to the Comprehensive Watershed Improvement Program (CWIP) Committee and monthly meetings are conducted to review projects and programs. Current members include: Chairman Jocelyn Nageon De Lestang, Principal Engineer, Big Cypress Basin South Florida Water Management District; Vice Chairman Dennis "Duke" Vasey, Supervisor, Seat 3, Collier Soil and Water Conservation District; Gregg Strakaluse, Streets and Stormwater Director, City of Naples-, to2 r SlmnmW Managerrwt - M North Huseshm Drive - Naples. AoWa 34104 - 239-252,%T7 - www-cokqcv,nel I Packet Pg. 809 0 Brent Bachelder, Biological Scientists III, Florida Fish and Wildlife Conservation Commission; • Jeff Car -ter, Stewardship Coordinator, Rookery Bay National Estuarine Research Reserve; • Chadd Chustz, Environmental Specialist, City of Marco Island-, • Vacant Seat, South District Office, Florida Department of Environmental Protection. Support for the Collier County RESTORE project The CVVIP Committee has been fully briefed on the RESTORE Comprehensive Watershed Management Project as presented by Collier County staff and voted unanimously (5-0, 1 absent) on June 10, 2016 to recommend submission of the project for RESTORE funding. This memo documents CWIP Committee support which represents the primary mechanism for Collier County to provide technical review of critical watershed projects. The CWIP finds that the objectives of the proposed project are consistent 4th widely supported restoration effcfts in the Golden Gate, South Belle Meade, and Rookery Bay watersheds. Project objectives in the Golden Gate watershed �nclude the reduction of freshwater entering upper Naples Bayi in South Belle Meade, the restoration of historic hydrology and seasonal groundwater levels, and for Rookery Bay, the restoration of historic flows to supplement those currently provided by Henderson Creek. The CWIP finds that the conceptual design improvements proposed in the County's RESTORE project proposal represent a comprehensive attempt to address known problems in some of the most significant watersheds in Collier County and en dorses and supports this project. Cha��nW-�K6elyn Nageon de Lestang C prehensive Watershed Improvement Program ArHoc Technical Advisory Committee CWIP Staff Liaison and Woject Manager, Gerald Kurtz Collier County Stormwater Planning �/%P//p Date 47// �/ , �_ I Date I Packet Pg. 810 FLORIDA FoREsT SERVICE (85o) 681-5800 THE CONNER BUILDING 3125 CONNER BOULEVARD TALLAHASSEE, FLORIDA 32399-165C FLORIDA DEPARTMENT up AGRICULTURE AND CONSUMER SERVICES COMMISSIONER ADAM H. PUTNAM December 5, 2016 Gary McAlpin Collier County Coastal Zone Management 2800 North Horseshoe Drive Naples, Florida 34104 Re: Restore Comprehensive Watershed Conceptual Plan Dear Mr. McAlpin- As per our letter of November 3, 2016 (enclosed), the FFS wishes to extend our support for the Restore Comprehensive Watershed Conceptual Plan. We believe this plan has the potential to be a significant step in the right direction, and look forward to working with Collier County toward that end. Sincerely, Karels, Director ida Forest Service cc: Mike Joyner, Chief of Staff, Florida Department of Agriculture and Consumer Services Jeff Vowell, Assistant Director, FFS Mike Weston, Manager, FFS Brian Camposano, Biological Scientist IV, FFS Heather Ferrand, Forestry Resource Administrator, FFS Enclosure 1-800-HELPFLA Fresh Florida www.FreshF(omFIorida.com I Packet Pg. 811 Al I'LORTIDA FOREST SERVICE 2 TnE CONNER BUILDING (85o) 681-5800 3125 CONNER BOUUvARD TALLAHASSEE, FLORIDA 32399-Y650 FLORIDA DEPARTMENT op AGRICULTURE AND CONSUMER SERVICES COMMISSIONER ADA-m H. PUTNAM November 3, 2016 Gary McAlpin Collier County Coastal Zone Management 2800 North Horseshoe Drive Naples, Florida 34104 Dear Mr. McAlpin: Thank you and your staff for taking the time to meet with us on October 13, 2016, to discuss working relationships, mutual commitments and support between Collier County and the Florida Forest Service (FFS) relative to conceptual approvaJ and support of the Collier County Restore Comprehensive Watershed Improvement Project and the Picayune Strand State Forest. We arc providing our support and approval of the conceptual plan with the following changes (highlighted) as indicated below: Forest access via Sabal Palm Road, road improvements and maintenance reQuirement - Collier County supports our residents and FFS needs for adequate access to the Picayune Stand State Forest for recreational, forest management, medical emergencies, law enforcement and Fire related activities through Sabal: Palm and the Triple G Loop Roads. To accomplish this, Collier County pro poses that the County, F FS and the U S FWS jo i nt ly de velop a m utua I ly agreeable road plan for Sabal Palm Road during the design and permitting phase of this project. If a read improvement plan c an be io in dy reached, then Col I ier County wi I i fund these i m provements as part of ou r Restore project. If however, road improvement cannot be agreed upon, then Collier County will install sufficient culverts under the existing road to assure no additional loss ofaccess as a result of any increased flows from our project. Additionally, Collier County will enter into an agreement with FFS to codify maintenance activities that the County will perform once the final road improvement plan is resolved. As we also d i scussed in our meet i ng, it i s very important to c [earl y identi fy, address and d I fferent iate project impacts from impacts above and beyond our control, such as hurricanes, flooding or Acts of God when addressing forest accessibility. This differentiation must be clearly conveyed to the general public, residential land owners within the forest and ail other related stake holders that the county and FFS are committed to identify and address project impacts from rehydration efforts but cannot be held responsible for events outside of our control. 1-800-HELPFLA W Fri* FZMa. www.FreshFromF1orjda.c;om I Packet Pg. 812 Mr. Gary McAlpin November 3, 2016 Page Two 2. Proiect monitoring and startup pigtocol — One of the critical functions that Collier County has built into this project is the use of adaptive management. During the design and permitting phase of this project, the monitoring scope and the startup protocol will be specified and documented and integrated into the permits from the USACE, FDEP and the USFWS. As an active team member, FFS will participate in the development and approval of these permit conditions. Once the permits are issued with the agreed -to requirements, Collier County will be committed to perform pursuant to that scope. 3. US 41 drainaae and -flowwav design — During the design and permitting phase of this project, water flows along US 41 will be modeled and designed to assure proper drainage and flow design. Fiddlers Creek, Six L's and Rookery Bay will be included in the model and design. As a project team member, FFS will participate in the design review and development of the scope of work for the project. This scope will be codified in the permit conditions. 4. Water guality testing — Water quality testing and criteria will be an FDEP permit requirement that will be addressed during the design and permitting phase of this project. All water quality concerns and issues identified during the testing will be strictly adhered to by Collier County during the design, construction and monitoring phases of the project. 5. Hiking trails and non-native invasivq plants Collier County agrees to relocate the Sabal Palm Hiking Trail to a suitable location in the event that the project has a negative impact on the functionally of this trail. Collier County also agrees to fund non-native, invasive species treatments and monitoring within the physical construction footprint as outlined in the permit conditions. The treatment and monitoring is usually for a period of five (5) years. Collier County and FFS will mutually agree on the parameters of the physical construction footprint. In no case will Collier County be held to any perpetuity agreement. FFS project involvement and review — As an active team member during the design, permitting and modeling phase of the project, FFS will participate in project reviews and discussions. Collier County's intention is to reach closure with our project team members and have critical design decisions resolved in project team discussions and reviews. FFS will have plenty of opportunity to participate in a team design environment and will be able to unilaterally veto designs or consensus team decisions, if/when any part of the design or consensus team decisions become incompatible or inconsistent with the Management Plan for the Forest. 7. Public involvement and participation — Both Collier County and FFS strongly agree that the review and involvement of the public will be critical to the success of this project. To that extent, Collier County will hold regularly scheduled public review meeting during the design and permitting phase of this project. To emphasize our commitment to public participation in the development of this project, in addition to the workshop meeting that Collier County held with FFS and the individual stakeholder meetings, Collier County also held at least six (6) meeting of the Golden Gate Packet Pg. 813 Mr. Gary McAlpin November 3, 2016 Page Three Watershed Improvement Technical Advisory Committee where public participation was noticed, solicited and encouraged. These meeting minutes will be sent under a separate cover. We believe as we discussed in the meeting that these commitments will demonstrate Collier County's willingness to work in partnership with FFS to fund, permit, design and construct this project. Sincerel Jim Karels, State Forester Florida Forest Service JRK/bcjv cc: Mike Joyner, Chief of Staff, Florida Department of Agriculture and Consumer Services Jeff Vowell, Assistant Director — Florida Forest Service Mike Weston, Center Manager — Florida Forest Service Brian Camposano, Ecologist — Florida Forest Service Heather Ferrand, Resource Administrator — Florida Forest Service I Packet Pg. 814 ENVIRONMENTAL RESOURCE PERMIT APPLICATION REVISED AUGUST 2020 COLLIER COUNTY COMPREHENSIVE WATERSHED IMPROVEMENT PLAN COLLIER COUNTY, FLORIDA ATTACHMENT 6 PRIVTE LANDOWNER COORDINATION Attachment 6 - Collier County Watershed Improvement Plan Private Landowner Coordination TDR Incentives A total of 95 private parcels have been identified in the Belle Meade Forest that are located inside the project effects area. The county is working to acquire the property rights necessary to rehydrate these areas, in the form of flowage easements or equivalent legal instruments. As an inducement for private property owners within the primary and secondary flowway to execute a flowage easement, a Transfer of Development Right (TDR) bonus credit has been conceptually approved by the Board of County Commissioners, in addition to any TDR credits already available on these "sending lands". A TDR credit is a credit that represents the ability to add one unit of density in an area identified by the County as appropriate for higher density. Such an area is called a Receiving Area. Owners of property in Receiving Areas will, over a period of time, make plans to develop their properties at higher densities. In order to do so, they will need TDR credits. TDR credits can be bought and sold, and so their value fluctuates with the market. The County is in the process of drafting a formal amendment to their Growth Management Plan to accommodate the proposed TDR incentives. • One additional TDR credit per five acres encumbered • TDR Credit represents the ability to add one unit of density in "receiving lands" • Flowway properties are in "sending lands". TDR credits were worth approximately $19,000 as of August 2020. • Does not require property to be transferred to State or other government A public meeting was held to introduce affected property owners to the project and to discuss the TDR incentives. Following the public meeting, the County has met individually with several of the property owners to discuss moving forward with acquiring the necessary flowage easements. Following the public meeting and discussions with individual property owners, the County is considering revising the incentives to now offer two (2) additional TDR bonus credits as a further inducement for the affected property owners to transfer the property rights necessary to rehydrate these lands. Public Meeting Collier County has noticed (via U.S. Mail) all property owners within 1000 feet of project boundary, including southern flowways. Notices were postmarked on May 8, 2019. A list of property owners notified is included in this attachment as Appendix 1. The notices contained a description of the project, potential impacts, and an invitation to a public meeting, which was held at the Collier County South Regional Library on May 21, 2019. The purpose of the meeting was to: • Share information on the project with surrounding property owners. • Discuss incentive program for selected property owners that will allow rehydration flows on their property. • Answer questions and address comments. • Open lines of communication with the public. • Identify property owners that would like to continue further communications. Content of the public notices is provided below and on the following pages: Collier County Comprehensive Watershed Improvement Project All private property owners within 1,000 feet of the proposed Collier County Comprehensive Watershed Improvement Project located within the Picayune Strand State Forest (PSSF)/South Belle Meade Flow -way are invited to attend a public information meeting on Tuesday, May 21, 2019 from 6:00 p.m. to 8:00 p.m. at the South Regional Public Library, 8065 Lely Cultural Parkway, large conference room A&B, Naples, FL 34113. The meeting will be broadcast live on Collier Television and via colliergov.net. The purpose of this meeting • Share information on this critical restoration/rehydration project with surrounding property owners that addresses needs, benefits, timing, opportunities and rehydration requirements. • Discuss primary and secondary flowway along with an incentive program for selected property owners that will allow rehydration flows on their property. • Answer questions and address comments. • Open lines of communication with the public. • And identify property owners that would like to continue further communications. Proiect History and Background Collier County's Comprehensive Watershed Improvement Plan (CWIP) utilized ten (10) major studies and reports developed by various local, state and regulatory agencies over the past 20 years to reduce freshwater flows into Naples Bay, restore fresh water flows into Rookery Bay, improve water quality and re -hydrate approximately 10,000 acres of the PSSF/South Belle Meade area by linking hydrologic and ecological restoration projects that will function on a regional basis. This project will allow the county to manage its natural resources in a more holistic, comprehensive manner. Additionally, this project will complement the bordering Federal Comprehensive Everglades Restoration Plan (CERP)-Picayune Strand Restoration Project currently being executed by the U.S. Army Corps of Engineers and South Florida Water Management District. Through previous studies and the most recent CWIP, the overwhelming consensus is that Naples Bay has been adversely impacted by an abundance of freshwater from the Golden Gate Canal and that Rookery Bay is adversely impacted by too little freshwater inflow. This project will begin to rebalance the two systems while rehydrating a significant portion (approximately 10,000 acres) of the PSSF by reestablishing historical flow through the area. Salinity levels in Naples Bay will be improved while also reducing nitrogen and phosphorous levels in the bay. Diverted flows to the PSSF will rehydrate wetland areas, restore habitat and reduce the possibility of wildfires. Rookery Bay will benefit from habitat restoration and water quality improvements to the estuary. As a secondary benefit, by restoring the wet season flows to a more historical regime, the project is also recharging the aquifer which, in turn, helps to protect the water supply for the City of Naples and Collier County. Staffs objectives in developing this plan was to identify and address major issues that could stop this project; create a project that regulators can permit; develop a plan that can be accomplished in 10 years; and lastly develop a project that can be funded entirely with RESTORE (Resources and Ecosystems Sustainability, Tourist Opportunities, and Revived Economies of the Gulf Coast States Act of 2012) funds awarded to Collier County as a result of the BP oil spill. These activities were completed, and the Board of County Commissioners directed staff to begin with the design, modeling, permitting and further scope development. The expected project cost is approximately $32.0 million. This activity is expected to take two years to complete. The projects affected are to various flow -ways, canals, roadways and the development of water quality master plans to areas located in the northern and eastern areas of Collier County. Throughout this period, Collier County has worked diligently to gain the support and partnership with the following groups/organizations: • Audubon of the Western Everglades/ Audubon Florida • Big Cypress Basin/SFWMD • City of Naples • Conservancy of Southwest Florida • Florida Fish and Wildlife Conservation Commission (FWC) • Fish and Wildlife Service • Florida Wildlife Federation • Collier County Watershed Technical Advisory Committee Flowway Easement and Incentives Critical to the success of this project will be the rehydration and flow of water within the PSSF which was purchased by the State of Florida for rehydration in the 1970's. The majority of the 10,000 to 15,000 acres that makeup the forest is publicly owned. However, approximately 100 privately owned parcels are located within the primary and secondary flow -way and of these parcels not more that 50 would be considered critical where a flow -way easement or agreement would need to be executed. These parcels are located in a Future Land Use subdistrict designated as Rural Fringe Mixed Use District (RFMUD)/Sending. Privately owned parcels that may be affected by this project are identified on the attached map exhibit. Expected changes to the average depth and duration of standing or flowing water on these properties are described below: • On parcels within the core rehydration area, average water levels are expected to increase by an amount ranging from approximately two -to -eight inches. Standing or flowing water in the core rehydration area may occur, on average, up to an additional six months per year or more. • Parcels within the forested flow -way but outside the core rehydration area will experience smaller increases in depths of water (two inches or less). Durations of standing water are expected to increase by one -to -two months per year. • Parcels outside the primary forested flow -way but in the potential impact area (a.k.a., secondary flow -way) will experience smaller increases in flood duration, on the order of one- week -to -one - month per year, with minor increases in depths of water (one inch or less). Properties in/or along Verona Walk, Winding_ Cypress, Naples Reserve, Reflection Lakes, Greenwqy Road, and all residential areas south of U.S. 41 will be unaffected by this project. All additional water flows will be conveyed around or through these areas within existing canals and/or public easements, with no or negligible increases in water levels. As an inducement to the private property owners within the primary and secondary flow -way, a Transfer of Development Right (TDR) incentive program has been conceptually approved by the Board of County Commissioners to entice private property owners to execute a flowway easement/agreement to voluntarily flow re -hydration water across their property. The following stipulations would apply to the additional TDR credit for the flow -way: • The owner will be eligible to apply for the TDR credit for a period of two years only. The TDR credit will be in addition to credits within the existing program and awarded at one TDR credit per five acres of property encumbered. • The additional TDR credit for the flowway easement/agreement does not require that property ownership be transferred to the State of Florida or any other governmental institution. What is a TDR Credit? A Transfer of Development Right (TDR) credit is a credit that represents the ability to add one unit of density in an area identified by the County as appropriate for higher density. Such an area is called a Receiving Area. Owners of property in Receiving Areas will, over a period of time, make plans to develop their properties at higher densities. In order to do so, they will need TDR credits. TDR credits can be bought and sold, and so their value fluctuates with the market. A study done in 2016 estimated that the fair market value of a TDR credit at that time was approximately $13,000. However, the value is not constant, and there may be times when credits are in demand, and other times when they are not. Also, changes to the RFMUD TDR system have been proposed that would result in more credits in circulation. Based on many initiatives proposed in 2017, the value of credits was projected to decline somewhat, according to an economist hired by the County. TDR credits are a commodity that can be bought, held or sold. Their value can go up or down over time. Next Steps 1. If you are a property within the primary or secondary flowway or would like to hear more about this project, you are encouraged to attend this public meeting. 2. If you are a property within the primary or secondary flowway and would like a more specific discussion concerning this project and the impacts anticipated to your property or questions about the TDR process, a signup sheet will be located in the rear of the building to schedule individual meetings. 3. If you have questions or comments and would like to speak to an individual team member, appointments can be made by calling Mindy Collier at 239- 252-6139. Collier Counter Comprehensive Watershed ArCOU1 ty Improvement Plan Elements GOLDEN�IaATE�N�AIN CA+IA Northem Pump Station r r } 3 LV � s-r Uj r 4 + � 1 r�� ■ROOKERYiS y—f£fks 1 Additional Culverts �- AM 1-75 Pump Station Spreader 5; Swale .I 1 =_\ 53 r e 9�ask k "� I 89 ego, 93 Y 3 9: $1)3`19 . 30'f: 'I `JF .iN. --' Additional Culverts _ under US41 Potential Conveyance Ways Private Paicels Q 1 2 3 rt r'� Existing SecondaryRow Way I i i i I i i i l i i i I i i i I r+l--1Y Core_Rehyd f3t�+7R_J3.fe3 Miles Sheet —Flow Forested Flow ',Nay Extent List of Property Owners in Primary and Secondary Flow -Ways Number Owner Name Number Owner Name 2 DIVOSTA HOMES LP 49 RIDGE PROPERTY LLC 3 SFI NAPLES RESERVE LLC 51 RIDGE PROPERTY LLC 4 DIVOSTA HOMES LP 52 RIDGE PROPERTY LLC 5 DIVOSTA HOMES LP 53 ROYAL HALL PENSION PLAN 6 HACIENDA LAKES OF NAPLES LLC 54 SCHMIEDING, JOHN W 7 HACIENDA LAKES OF NAPLES LLC 55 HACIENDA LAKES OF NAPLES LLC 8 BOOKER, CHARLES P=& LUCRETIA 56 HACIENDA LAKES OF NAPLES LLC 9 BAEZ, EMILIO 57 HACIENDA LAKES OF NAPLES LLC 10 WOLF, WILLIAM=& MADELINE 58 TIITF/STOF FL 11 DIETERLE, JOSEPH A=& MARY M 59 HACIENDA LAKES OF NAPLES LLC 12 LENNON, MARVIN N=& CHERYL L 60 HACIENDA LAKES OF NAPLES LLC 13 PAOLONI, JOHN 61 YEN, JEFFREY H=& HELENE H 14 MAAHS, WAYNE CARLTON 62 YEN, JEFFREY H=& HELENE H 15 SOUTH NAPLES CITRUS GROVE LLC 63 IHACIENDA LAKES OF NAPLES LLC 16 RIDGE PROPERTY LLC 64 HUDSON, CAROLYN W 17 IRGANG, MARK 65 ALBRECHT, ADOLF=& EDITH 18 CONSTANCE ENGLAND REV TRUST 66 PELAEZ, MARIO 19 HAITHCOCK, EDDIE C=& FRANCES 0 67 FOTI, ANTHONYJ=& ATILIA P 20 HACIENDA LAKES OF NAPLES LLC 68 OKEECHOBEE GGE TRUST 21 ABBOTT, PRICE=& CAROL 69 US HOME CORPORATION 22 STAHNKE, RONALD H 70 US HOME CORPORATION 23 STAHNKE, RONALD H 71 US HOME CORPORATION 24 US HOME CORPORATION 72 DOROTHEA L LEONARD TRUST 25 SEIDEL, JOHN C=& SHANNON 73 ALSLIMAN, MOHAMMAD 26 KOSANKE, EDWARDJ 74 US HOME CORPORATION 27 WINCHESTER LAND LLC 75 ALSLIMAN, MOHAMMAD 28 WINCHESTER LAND LLC 76 EDWARDS TR EST, 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WOODARD, MARILYN A WOODARD, MARILYN A WOODLIFF LOVING TRUST 207 CHEETAH DRIVE 9489 BUCKINGHAM ST 8005 WILFREDO CT NAPLES, FL 34114 WHITE LAKE, MI 48386 NAPLES, FL 34114 WORTHINGTON, ROBERT & DOROTHEA 7893 UMBERTO CT NAPLES, FL 34114 WRIGHT, JOHN F & SALLY A 8578 JULIA LN NAPLES, FL 34114 WYCHE, BRIAN LANCE 9559 CAMPANILE CIRCLE NAPLES, FL 34114 YACKNOW, BRIAN W H 2770 SANDFIELD LN NAPLES, FL 34114 YASMINE H WINKLER LIV TRUST 1429 W WIGWAM TRL MT PROSPECT, IL 60056 YEN, JEFFREY H & HELENE H 264 GARWIN RD WOOLWICH TWP, NJ 08085 YOUNG TR, ROSALYN 518 DONNA DR SAINT JOSEPH, MI 49085 YOUNG, SHELLEY LYNNE 14876 EDGEWATER CIRCLE NAPLES, FL 34114 ZABALA, ANGELICA 14624 CHICKEE DR NAPLES, FL 34114 ZAMMITO SR, ROBERT J 3356 RUNAWAY LANE NAPLES, FL 34114 WRIGHT, JAY G & KATHLEEN S 35310 ASPEN WOODS LANE WILLOUGHBY, OH 44094 WRONSKI, RICHARD J & JO ANN 8375 KARINA CT NAPLES, FL 34114 WYEN, ELIZABETH L 8588 ALESSANDRIA CT NAPLES, FL 34114 YANCON, MICHAEL ALAN 14595 TOPSAIL DRIVE NAPLES, FL 34114 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JEANNE 346 UPPER MOUNTAIN AVE MONTCLAIR, NJ 07043 ZENOBLE, EICHARD & EVE K 47370 STERDLEY FALLS TER STERLING, VA20165 ZHONG, JERRY J 37 ARNOLD AVE CLOSTER, NJ 07624 ZIMMERMAN, ALAN & KATHY 14100 E TAMIAMI TRAIL #436 NAPLES, FL 34114 ZIMMERMANN, WALTER & LOUISE T 10404 NORTHVALLEY CT HARTLAND, MI 48353 ZDANIS, ROBERT J QUINTA NANA NO 228 CARACAS 106 VENEZUELA ZEPNICK, MATTHEW A & JOANNAL 7545 GERANIUM WAY NAPLES, FL 34114 ZIKMANIS, GUNARS J & NANCY C 7420 WINDING CYPRESS DRIVE NAPLES, FL 34114 ZIMMERMAN, DAVID ROBERT 7657 SICILIA CT NAPLES, FL 34114 ZISKE, ROBERT E & ANN MARIE 5066 FOREST RD LEWISTON, NY 14092 ZEISER, JOSEPH BENEDICT 14746 NAUTILUS PL NAPLES, FL 34114 ZERILLI, NICOLA 15738 89TH ST HOWARD BEACH, NY 11414 ZIKO, SHARON L & RICHARD C 7468 BLACKBERRY DRIVE NAPLES, FL 34114 ZIMMERMAN, MICHAEL J 18 MUNSEY DRIVE HAMPTON, NH 03842 ZOLLO, CHRISTOPHER M & DEBRA 2299 PAGOSA SPRINGS DR AURORA, IL 60503 ZUMBO, ANTONIO & ROSANNA C ZYCH, STEPHEN R & DEBORAH A TAYLOR ENGINEERING, INC. 8 HORTON CT WEST 9377 NORWICH PLACE NORTH 10199 SOUTHSIDE BLVD, SUITE 310 HARRISON, NY 10604 RIDGEVILLE, OH 44039 JACKSONVILLE 32256 ENVIRONMENTAL RESOURCE PERMIT APPLICATION REVISED AUGUST 2020 COLLIER COUNTY COMPREHENSIVE WATERSHED IMPROVEMENT PLAN COLLIER COUNTY, FLORIDA ATTACHMENT 8 VEGETATION HYDROLOGY EFFECTS ANALYSIS Attachment 8 Collier County Comprehensive Watershed Improvement Plan Vegetation Hydrology Effects Analysis Introduction Proiect Purpose and Need The Collier County Watershed Improvement Project (CWIP) proposes of restoration hydrologic conditions in the natural area immediately east of Naples, FL between 1-75 and US-41 by withdrawing water from the Golden Gate Canal and diverting it to the Picayune Strand State forest (Figure 1). The project area was once part of a much larger watershed draining from the north. Development of the Golden Gate Estates subdivision and the associated network of canals cut off the northern third of the watershed. The runoff from that northern area was diverted into the Golden Gate Canal (GGC) as well as other ditches and drained to Naples Bay. The bay's' estuarine ecosystem has been degraded from excessive freshwater. The redirection of flows has also dehydrated of the area south of 1-75, with attendant changes in vegetation communities due to the changed hydrologic conditions. Collier County now proposes to return a portion of that diverted water to the project area. Due to other permitted water uses of the GGC flows, development within the project area for recreational and some residential/commercial uses, bordering urbanization, and the importance the habitat area for listed species, especially Red Cockaded Woodpecker and Florida Panther, Collier County proposes hydrologic restoration that will not adversely affect the ecosystem, impinge on other water uses, or adversely affect developments bordering the project area. The project effects are focused in approximately 9,000 acres of the western Picayune Strand State Forest (PSSF) east of Naples FL (Figure 2: Core Rehydration Area and Flowway Extent). Outside that area the project will increase hydroperiod, wet season average water elevation and dry season groundwater elevations to a much lesser extent or not at all. Landscape boundaries of the hydration area include the I- 75 corridor to the north, and city of Naples development to the west. To the south, the 61-s Agricultural Area creates a boundary to project effects. To the east, the SFWMD CERP (Comprehensive Everglades Restoration Program) Picayune Strand Forest Restoration creates a hydrologic condition that the CWIP accounts for in evaluation of project effects in order to avoid negative hydrologic impacts. The total assessment area within those boundaries includes about 22,000 acres. Project Description Water will be diverted from the Golden Gate Canal through pumps located upstream of the GG- 3 weir (Figure 1). Based on a GG-3 flow duration analysis and permitted water diversions from the canal, the project proposes to divert 100 cfs when the discharge through the structure exceeds 450 cfs (— 55 days/year) and 50 cfs when the discharge is between 200 cfs and 450 cfs (— 83 days/year). Diversions will occur most often during the wet season however; sufficient water is expected to be available during early dry season to allow for smaller (i.e. 50 cfs) diversions. The diverted water will flow southwards via a 1 proposed ditch that discharges water directly into the 1-75 north canal. An operable gate structure is Figure 1. CWIP Restoration Project Overview Figure 2. CWIP General Project Effects Area, about 9,000 acres. proposed on the 1-75 north canal to force water to move eastwards and hence restrict discharge into Henderson Creek. The water will continue to flow south into the 1-75 south canal through existing culverts under 1-75, where it will be pumped into a proposed flowway located south of the canal, which will serve as an in -line water treatment facility providing settlement of solids to treat runoff from 1-75. The spreader swale will have fixed weirs controlling water elevations in the entire flowway system as well as releasing water into Belle Meade Forest as sheet flow. Once released into the forest, the flow of water is driven by forest topography which slopes gradually from northeast to southwest. After infiltration and evapotranspiration losses, the remaining water will reach the southwest end where a collector ditch will receive the majority of the water near the eastern edge of Naples Reserve subdivision. The flow will be routed around the residential developments by means of proposed canals and will be discharged into U.S. 41 canal. A small portion of the forest water will continue to flow southwest as gravity sheet flow under Winding Cypress Drive. The water will continue to flow south under Tamiami Trail through existing culverts. The water will be routed through the Fiddlers Creek residential developments using two existing canals both of which discharge into a linear lake bordering the southern boundary of Fiddler's Creek. The water will spill over the southern bank of the lake into wetlands fringing Rookery Bay as sheet flow. The sheet flow will continue to flow south and southwest towards Rookery Bay. A small fraction of the flow will make its way westwards under existing S.R. 951 culverts. The reader is referred to Permit Application Attachment 7 Hydrologic and Hydraulic Modeling section 2.2.1.2 for details of the project drainage system and design details. The project infrastructure will impact about 36 acres of wetlands and alter a total of about 60 acres of natural habitat. The habitat improvements over more than 9,000 acres provided by the rehydration will also provide the mitigation necessary to offset wetland impacts. The project evaluation area, about 22,000 acres, includes the western side of the Picayune Strand State Forest (PSSF) and other natural lands between the PSSF western boundary and the eastern edge of the Naples Florida development. The main effects of the project will occur in approximately 9,000 acres (Figure 2) identified as the Core Rehydration Area and Flowway Extent, dominated by four vegetation communities described by the Florida Land Use Cover and Classification Forms System (FLUCCS) as Cypress (FLUCCS 621), Cypress Pine Cabbage Palm (FLUCCS 624), Hydric Pine (FLUCCS 625), and Pine Flatwood (FLUCCS 411) (Table 1, Appendix 1: FLUCCS community acres by zone, percent FLUCCS communities by zone). Pine flatwoods are classified as uplands; the other dominant communities are wetlands. A similar community dominance occurs outside the 9,000-acre main effects area. Appendix 2 describes the development of the FLUCCS map by combining the most recent FNAI mapping of the Picayune Strand State Forest and the most recent SFWMD FLUCCS map for areas outside the state forest. The appendix also describes the FLUCCS — FNAI community crosswalk used to convert all shapes to FLUCCS codes. Ten-year hydrologic simulations suggest that only minor and negligible hydrologic changes will occur outside the core rehydration area and flowway extent. The project will enhance the hydrology of the forest without creating conditions that would drive large vegetation community changes. 4 Methods Hydrologic Simulation and FLUCCS Vegetation Shapefile Creation Ten-year hydrologic simulation methods and development of FLUCCS shapefile maps used in this analysis are briefly summarized in Appendix 1. As explained there, shapefiles >32.3 acres in size were used to assess existing and with project to best characterized community hydrology for each of the dominant FLUCCS vegetation types. Definition of Vegetation Shapefile Hydrology The hydrologic simulations results were estimated for each vegetation shape by weighting the hydrologic values in the grid cells intersecting each shape by the fraction of the shape associated with each intersecting grid cell (Appendix 3). Each hydrologic model grid cell had an area of 3.23 acres. Polygons used in the hydrologic analysis had areas > 32.3 acres. Within the landscape, vegetation patches express the elevation and related hydrology at those locations. Smaller vegetation patches within larger, dominant vegetation communities are associated with surface elevations that are small in area but sufficiently uniform to allow development of a community associated with a different hydrology than the surrounding community or communities. The hydrology of the numerous small vegetation patches (Table 1) could likely be misrepresented by the weighting scheme used to calculate shape hydrology. Since reducing the simulation model cell size to accommodate small shapes (many an acre or less) was infeasible due to the related increase in computational time, vegetation patches over 32.3 acres (large patches) were selected to represent expected hydrology for each of vegetation communities, regardless of patch size. These large patches were most likely to include all or most of multiple grid cells for calculation of vegetation shapefile hydrologic values. The hydrologic values obtained using this subset of the data were considered representative of all patches of a community type. Note that about 2,000 acres of the project evaluation area are accounted for by various other land uses including disturbed lands, mines, open waters, development, etc. Table 1. Area Relationships of Dominant Natural Community Patches in the Project Area Vegetation Community Total Area (acres) n Patches >32.3 acres % of Area > 32.3 acres n Hydric Pine (FLUCCS 625) 2,253 381 1,034 46% 13 Cypress -Pine Cabbage Palm (FLUCCS 624) 7,472 222 6,878 92% 26 Cypress (FLUCCS 621) 7,156 242 6,183 86% 23 Wet Coniferous Forest (FLUCCS 620) 1,102 13 402 83% 5 Pine Flatwoods (FLUCCS 411) 2,619 397 1,473 56% 12 Totals 20,602 1,255 15,970 78% 79 5 Vegetation Community Hydrology Estimated Averages Duever (2004) identified average hydrologic ranges for several wetland communities crosswalked to FLUCCS codes 411 (Pine Flatwood), 625 (Hydric Pine), 621 (Cypress), and 620 (Wet Coniferous Forest) for the PSRP project. The averages were based on several years of hydrologic data collected from locations east of the project area and existing technical literature (Table 2). FLUCCS code 624 (Cypress -Pine - Cabbage Palm) was not included in that analysis, due to the lack of that community in the locations where measurements were collected. Never (personal communication 2019) associated hydrology of Cypress Pine Cabbage Palm, a dominant community in the CWIP project area with that of hydric pine, based on the presence of hydric pine in that (FLUCCS 625) vegetation association. Wet Coniferous Forest, identified as a significant wetland community for one of the zones, was assumed to have hydrology comparable to Cypress. Table 2. Duever-Estimated Community Hydrology Hydrologic Statistic Pine Flatwood Hydric Pine C-P-CP* Cypress Hydroperiod (months) 0-1 1-2 1-2 6-8 Average Wet Season Depth (inches) 0-2 2-6 2-6 18 - 24 Average Annual Dry Season Water Table (inches) -46 -30 -30 -16 1 in 10 yr. low water depth (inches) -76 -60 -60 -46 *C-P-CP = Cypress -Pine -Cabbage Palm — Placed into the Hydric Pine category by Never, personal communication 2019. The elevation data for large (greater than 32.3 acres) vegetation polygons in the project area (Figure 3) indicated that cypress -pine cabbage palm (C-P-CP) community typically occurred at a lower landscape elevation than hydric pine; and is thus likely to include hydrologic conditions more aligned with cypress than with hydric pine. The analysis uses the hydric pine standard for C-P-CP hydrology comparison purposes but focuses on the elevation and hydrologic data for this community compared to Hydric Pine and Cypress communities when reaching conclusions regarding project impacts. Wet coniferous forest, with a single shapefile greater than 32.3 acres was at an elevation (5.4 ft) lower than the cypress shapefiles; cypress hydrologic standards were used for assessment of this community. 0 00 9.0 00 f� Z 8.0 ++ 7.0 6.0 5.0 4.0 Pine Flatwood --------------------------- 2,619ac------------------------- Cypress -Pine ------------------------------------------ Hydric Pine Cabbage Palm Cypress 2,253 ac 7,472 ac 7,156 ac ° 8 x 8 --------------------------------------- - o o x ---------------- ; 0 Figure 3: Box and Whisker Plot Summary of Elevation Characteristics of Large Vegetation Patches. The "Whiskers" display the interquartile range for each dataset Hydrologic Effects Assessment Assessment of potential hydrologic impact of project natural communities compared the data to Duever estimates of average hydrology: hydroperiod, wet season water elevation above ground surface, and dry season water table elevation below ground surface. Two datasets were used: The hydrology of the large vegetation polygons and 21 individual simulation cell locations selected by state and federal agency stakeholders. Polygon data were summarized by community — Pine Flatwoods (FLUCCS 411), Hydric Pine (FLUCCS 625) Cypress -Pine -Cabbage Palm (FLUCCS 624), and Cypress (FLUCCS 621). The simulations cells were characterized by the FLUCCS community they located within. The specific cell (about 3.2 acres) was selected within the desired location by identifying a cell that was covered at leasc190% by a single FLUCCS community. 7 Results Vegetation Shapefile Hydrology Compared to Duever (2004) Estimated Average Hydrology The FLUCCS land uses in the 22,131-acre project assessment area include about 17,484 acres of wetland, 1,519 acres of various types of development and 2,763 acres of uplands, dominated by Pine Flatwoods (FLUCCS 411). Appendix 1 provides a full accounting of all FLUCCS land uses in the project assessment area and receiving waters. For vegetation analysis purposes, the project assessment area is divided into four zones (Figure 3-6): • Core rehydration area (CRA 2,390 acres), the deepest of the project zones where the water diverted from the Golden Gate Canal is distributed by the spreader ditch into the Picayune Strand State Forest • Flowway Extent (FE 6,607 acres): that area outside the Core Rehydration Area where the rehydration effects are strongest. • Outside area (OC 13,134 acres): the remainder of the natural area within the 22,000 acre project assessment aera. Hydrologic effects are minor or none. • RCW Habitat Areas (1,971 acres and 1,892 acres) associated with RCW Core Foraging Areas outside of the Core Rehydration Area and Flowway Extent. These polygons were analyzed separately from the others in the Outside Area because of their importance to the RCW. Receiving Waters (2,921 acres) include the tidal estuarine wetlands south of US-41 where the water from the project area flows (currently and in the with -project condition). As that area has a shortage of wet season freshwater flows, the additional freshwater will benefit that area as well; however, because the area is tidal, project effects are difficult to assess; in any case, the changes are expected to be minimal or not detectable. M L'.�0181C2g18 052 Collier County CMFIGISAXDSlFlgufe2_VegetatlonAnelysls. mxa Figure 3. Core Rehydration Area: Large Polygons Used for Vegetation Hydrology Effects Analysis �. tv i oi��u i aau� �oiiier �ounry �vvir��io�mn�e�riguraa_vege�anonHnaiysis.mxa Figure 4. Flowway Extent Area: Large Polygons Used for Vegetation Hydrology Effects Analysis 10 r : a .. - - ■i n... 'tom- Legend FLUCCS (Model Communities) Y. Project Area 1000lUrban and Built-up 5000lWater Flow Way Extent 20001Agricultural 6000IWetlands Core Rehydration Area 3000lUpland Non -Forested 70001Barren Land RCW Core Foraging Areas 40001Upland Forested 8000IRoads & Utilities � � u 3:avo s,oao 1 1 ONE INCH =6000 FEET IMAGE SOURCE'FDOT -��— TAYLOR ENGINEERING INC. FIGURE 5 C2018-052 p 10199 SOU SUITE 310 KM BOULEVARD OUTSIDE FLUCCS POLYGONS SUITE JACKsoNVILLF, FL32256 COLLIER COUNTY, FLORIDA t'FRTIFICATR ()F A�1TH(1RI]ATI(1N 14515 AUG 2019 L Q0161C2018-052 Collier County CVN PIG 15V0XD,Tigve5_Vepld—A-Ipi—d Figure S. Outside Area: Large Polygons Used for Vegetation Hydrology Effects Analysis 11 L"MC201a-o52 Collier county CWIP�G15 4XDs%Rg-5_RCW VegamwnAnaly-f d Figure 6. RCW Habitat Area: Large Polygons Used for Vegetation Hydrology Effects Analysis 12 Wetland communities dominate all zones (Table 3). The CRA includes the greatest percent area of wetlands, and lowest amount of development (disturbed lands and roads). The greatest area of upland natural community (primarily pine flatwood) occurs in the Other Area, outside the CRA and FE zones. Table 3. Acres of Wetland and Upland in Each Project Zone CRA FE OC RW CRA FE OC RW Zone wetland wetland wetland Wetland Upland Upland upland Upland Acres 2,328 5,898 12,853 2,872 28 602 281 22 of Zone Area 97.4% 89.3% 97.9% 98.3% 1.2% 9.1% 2.1% 0.7% Summarizing the data for all polygons, there were only small differences between median values of with -project and existing condition hydrologic data for each of the dominant FLUCCS types for shapefiles >32.3 acres (Table 4). In general, differences were greatest in the communities lower in landscape. Table 4. Differences Between Median With -Project and Existing Condition Hydrologic Statistics Dry Season Water 1 in 10 year Dry Wet Season FLUCCS Hydroperiod Table Elevation Season Water Water Level ID Description (Months) (inches) Table (inches) (inches) Pine 411 Flatwoods 0.1 1.8 0.2 0.1 625 Hydric Pine 0.4 0.5 0.3 0.1 624 Cypress -Pine- 0.7 0.9 0.3 0.8 Cabbage Palm 621 Cypress 0.7 3.7 0.2 1.3 Comparison of Project Zone Hydrology to Duever Averages Comparison of the Duever (2004, Personal Communication 2019) estimated average community hydrology was compared to simulation -estimated hydrology for dominant communities in each of the zones and shapefiles as defined above. Values for simulation results are medians of values within a set; median was selected rather than mean to avoid average value biases associated with wide variability within the relatively small datasets. Note that the RCW habitat area was analyzed separately from the rest of the area outside the Flowway Extent and Core Rehydration. The data presented here for the RCW areas are also used in the RCW analysis. Graphic comparisons of simulated hydrology by project zone with Duever's average values indicated that for the majority of the comparisons, the with -project condition remained within or below the Duever average values (Appendix 4). Significant deviations from this occurred in the Cypress -Pine Cabbage Palm (C-P-CP) community, for both the existing and with project condition. See in particular the Appendix 4 hydroperiod graphs for each zone. Dry season depths for C-P-CP are also in line with the 13 cypress communities, which straddle Never's average dry season water table depths. The other unusual result was the dry season water table depths for hydric pine in the Outside Area; both existing and with project simulations showed average groundwater table values above the Never prediction. The RCW Areas (Appendix 4 Figures 4A-10 through 4A-12) are the "driest" of the various areas and almost all the data remain within or below Deuver averages. Summarized, the comparisons of community hydrology with Never (2004) average values suggest that: 1. Existing and with project conditions are consistent with or drier than Never estimates, assuming the C-P-CP community has hydrology conditions closer to Cypress than Hydric Pine. 2. Hydroperiods show clear existing and with -project differences; C-P-CP shows the greatest change between existing and with project conditions, as might be expected if the landscape placement of that community was more like Cypress than Hydric Pine. Average wet season depths are consistent with landscape elevation differences. 3. All dry season water table elevations are below Never average values. Average dry season depths are very similar, with only small differences between vegetation communities. 4. Considering by vegetation community and together as a habitat area, average differences between existing and with project conditions are small; not indicative of large hydrologic shifts that could imply major vegetation changes. In summary, assuming that the C-P-CP community hydrology is most similar to that of the Cypress community in this area, the analysis suggests that the project is well-behaved with respect to hydrologic changes — the project will create slight increases in the hydrologic indicators but will not create major changes that would impact vegetation. Stage Duration Curve Comparison Stage -duration curves provide another way to summarize project -related hydrologic changes. Model outputs of the combined groundwater -surface water model used to simulate project hydrology over a 10-year period were used to produce the stage duration curves for 21 locations within the project assessment area. Locations for assessment were selected to assess the effects of the CWIP project alone and in conjunction with a fully functional Comprehensive Everglades Restoration Program Picayune Strand Restoration Project (PSRP) immediately east of the CWIP project area with a focus on those vegetation communities most commonly used by RCW or identified by USFWS and Florida Forestry Service as potential RCW habitat (Figure 5). The RCW desirable habitat area shape was developed by and provided to Collier County by Kim Dryden, USFWS and Mike Knight, Florida Forest Service. At each location, the simulation results from a single hydrologic simulation cell (3.2 acres) wholly or nearly completely contained within one vegetation type was selected for analysis. One objective of the CWIP project is to avoid negative hydrologic changes on the eastern project border when added to 14 hydrologic changes created by the PSRP; that project is already in progress, although not yet complete. With -Project PSRP hydrologic simulations results provided by the South Florida Water Management District added to results at the same locations from the CWIP hydrologic simulations estimated the combined projects' changes. Stage duration curves (Appendix 5) were plotted and the plot data used to calculate related hydrologic statistics including hydroperiod (the period when the water table exceeded the ground elevation), average water depth during that period, average water table elevation during the SFWMD- defined wet season (may 15 — October 15) and dry season (October 16 — May 14). Statistics were calculated for existing and with project conditions for single simulation grid cells within the dominant communities, with an emphasis on Pine Flatwood and Hydric Pine (Table 5, Appendix 5). The average water table elevations are always below the ground elevation because the calculated hydroperiods are always much shorter than the SFWMD wet and dry season periods (5 and 7 months long, respectively) and even during the wet season the water elevations above the ground surface do not offset the below - ground depths of the water table during the rest of the wet season. We calculated the average water elevation for the period that the water was above the ground surface to provide another dataset for comparison to the Duever average values for the PSRP wetland communities; the actual "wet season" period used for those calculations was not clearly defined. The Table 5 data indicate that for those simulation grid cell data, the average values almost always fell below or within the Never (2004) expected average values Since soil water table elevations are strongly influenced by site -specific soil conditions it is not surprising the data show some variability; there does not appear to be sufficient variability to suggest any pattern of exceedences of the Deuver averages; in fact most of the data are less than the Never estimates. The exceptions to this general conclusion, locations IR-6 and (R-7, mapped as pine flatwood and cypress pine cabbage palm communities. At an elevation of 7.8 ft NAVD88, IR-6 lies well below the pine flatwood community and within the Hydric Pine and Cypress -Pine -Cabbage Palm elevations (Appendix 5: Compare elevations for the various pine flatwoods locations). Since the vegetation communities at the select locations were not verified by observation, it is very possible that the identified community at IR-6 is incorrect. IR-7 lies at the same elevation as IR-6 and while Never (Personal Communication 2019) identified Cypress -Pine -Cabbage Palm communities as likely having hydrologic characteristics similar to Hydric Pine, the data collected for this project suggest that the C-P-CP community in the project area occurs in landscape elevations more typical of Cypress and the hydrologic conditions of the two 15 �1 IOA 02-:2J L / _ 4 — • , t. r r J� or _.�� •A C OP R ►r 1 Le end Project Area �"GCCCIIIi I Flow Way Extent I'G',.� Core Rebyaratwn Area FWS RCW Core Foraging Areas f?r` PSSF Potenbal RCW Habitat •' • Stage Duration Curve •At��R Lowbons ooa ao00 '��• •'i r ONE �NLN.IOW rEEt r iw 1 WAGE SOURCE IMT TAYLOR ENGINEERING INC. STAGE DURATION CURVE LOCATIONS C2018.052 W,t — 10199 SOUTHSIDE BOULEVARD SUITE 310 RCW HABITAT JACKSONVILLE. FL 32256 COLLIER COUNTY, FLORIDA OCT 2019 —111.1 tu0•E<30f•ft G.v Leary <N+vOiSwxCrS•peO.aw I1CN'ma Figure 5. Location of Stage Duration Curve Data, RCW SuperClusters (within and without of Project Assessment Area) and Estimated Areas of Possible RCW Habitat 16 communities are similar. Therefore, the anomalies in the dataset do not suggest that the project may produce extreme hydrologic conditions in general for those communities; almost all the rest of the data suggest the opposite; that in fact the project has only a minor effect within the area of primary hydrologic change, and inconsequential hydrologic effects outside that area, where the current RCW colonies are located and where the appropriate vegetation communities occur in the same general area. Hydrologic average values were not calculated for stage duration curves of combined CWIP and PSRP simulations shown in several Appendix 6 figures. It is clear from the presented figures that the combined project water elevations create only slightly greater change than the CWIP alone. Summary The analysis of vegetation hydrology in the various project assessment zones indicate that the amount and seasonal distribution of additional water proposed to rehydrate the area will enhance the project hydrology while remaining protective of the desirable vegetation communities and Red Cockaded Woodpecker habitat. However, these are the results of simulations; the performance of the project is yet to be seen. Collier County has a monitoring program underway to provide measurement of baseline conditions over multiple years and after the project is constructed and operating. This monitoring program, described elsewhere in the permit application, will provide the basis for adaptive management to ensure that the expected with project conditions are realized. 17 c O Y m 7 E Ln Y U N 0 d L bo X LU L 0 4-1 C v E Ln V) 4! Q 4- 0 d N L 4- 0 U _O r-I N O N U W _O O 2 N Lz0 (6 L N Q Lf1 0) B m :I-t � L Q L Q m u o o o 0 C G d H m Q N m L 3 N L 0 t Ln p °3�" E O O V Ln mIl. Ln ri Ql N ri I- � allI- LA It It M M Ln M M M M M N N M M LA. t f7 a a'~ a 0 f6 C L S N +' O dL N � Q i i i i i i m ba it i L S N L m d H +�+ Q. lD CD MT M ri 01 O M O 00 Ln � 00 I- 00 n t 3 3 M V M M N N M M N M N N N ri ri N N �30A N L E O M 0 y h 3 - v c0 > 4W Ol N N Q l-- .--i rI ri N M 00 M � ^� ri � N m N N � N Ln Ln -� •--i M r-I 3 LO to t i U E O O O O O O O O O O O O C O O O '6 i Q. N _ � O O Q O O O L L N > a)N N N N y O- 0 0 0 2 O O o r1 I:T I.D o 0 0 o N rn N Ln r, m Tt n M �x OO .4 14 a 4 a 4 a 4 a a N U U r-I N r-I r-I Ln N N N J LL C it ri N cn T3, Ln l0 n 00 V 0 J 00 r-I LL L Q' 0 d o= v O O O O O O L O p u R Q pl w Ln L 7 N L s N O m +' O ^ ai O fop pl w a) r- n l0 r- � It M t0 l0 O O 00 I- l0 M r-I H N V M M M M N N It � M M u1 Ln M M M M LL s C � F- C a 0 v _ L C L {A da+ aj a N N N l0 l0 N N l0 N U 0,•p G� -1 r-I 00 N N O O N O Q N m bO.q av+ p L t in L m y +O•' fl. t O 00 l0 l0 M r-I M N u1 � r- r- 00 r- r- � r-I 7 3 f0 fp N V M N N N r-I r-IM M N N M M N N N N M > E Q O Q � N L -6 pl pJ p O +' O1 V G1 Ln Q (U O rl 111 N r-I r-I ri O O O O Q1 ri •--� 3 0 Opt L V O O O O r I O O O O O O O O O O O to = � 0 a O L •L N jw CIA N 00 CIA CIA•--� •--� N •--� 0)O• C 2 O O O •� m O M l0 OO O O Lq O Lq r-I p p p O O ri ri M r-I ri O O O O O O ri N O V2 r� 0.1 0.1 0.1 0.1 p iC W y DC W y DC WLn iG W iG W iC W iC W 4.1 iC W iG W _" 3 3 3 3 3 3 3 3 v U (N N N N Ln N r-I r-I Ln N -1 D - J LL l0 l0 l0 l0 l0 lD C ++ * rn _ kn cc J 0) ri � L Q. L 0 N h i v c uv 0 al N f6 V U Q a% �p w N L 3 � L p r t E ° 3 4) O M It M M Ln Ln M M L. 'AU > L � s C10 ~ a ¢ a, 0 ar _ L d i L N > H i aJ �' O. > �30= Q 3 bA +. L CL N � N (14 f�0 -aN t M N � N a'� o L C +' > GJ a1 = Q) a) = p 2� CL ° M� 3 c o 0 0 0 0 0 0 c 0 E O O O O > = 0 Q O O O O L •L N CL C O •--� >. v K O 0 •iw �, O p p O O O O O O O •--� N �x O O O p b�A O b�A O o a a a a a 0 C U 0 N p co n3 O LL i U O O O N N N C0 -- Q O N References Duever, Michael. 2004. Southwest Florida Pre -Development Vegetation Map. Appendix B in: Zahina John G., Winifred Park Said, Rachelle Grein and Michael Duever 2007. Pre -Development Vegetation Com m Lnities of Southern Florida. Technical Publication HESM-02. South Florida Water Management District, West Palm Beach FL. June 2007. 21 Appendix 1. Definition of Vegetation Community Shapefiles Florida Land Use/Cover Classification System - Florida Natural Areas Inventory Crosswalk Vegetation Community Shapefile Creation and Data Summary A1.1 Definition of Vegetation Community Shapefiles The 10-year hydrologic simulation results used in this assessment were the product of a combined surface groundwater continuous simulation model. The model used a 375 ft x 375 ft (3.23 acre) grid as the basis for reporting simulation results. Each grid cell produced one simulation value for each day of the simulation period. Daily grid cell results for SFWMD-defined wet season (DATE _ DATE) and dry season (DATE _ DATE), and hydroperiod (days when the water level was above the ground surface for the cell) were averaged over the 10 year simulation period to provide the data for the analysis. A shapefile depicting the vegetation communities within the project area was created by merging the most recently created Picayune Strand State Forest (PSSF) Florida Natural Areas Inventory (FNAI) shapefile provided by the Florida Forest Service (FFS 2018), the South Florida Water Management District (SFWMD) Land Cover Land Use 2014 — 2016 shapefile (SFWMD 2018), and FLUCCS vegetation communities delineated within outparcels of the PSSF using aerial imagery and vegetation community signatures and polygon definitions from defined polygons on outparcel boundaries. The PSSF FNAI shapefile defines vegetation communities only within the boundaries of the PSSF and as such does not include any information for the private outparcels within the forest bounds (Figure 1). These outparcels range in size from 0.25 acres to 525 acres. In order to create a seamless shapefile for the project area, the communities within these boundaries were delineated within ESRI's ArcMap° version 10.5.1 (ESRI 2016) using 2018 aerial imagery for Collier County provided through the Florida Department of Transportation (FDOT) Aerial Photo LookUp System (FDOT 2018). The vegetation communities within the outparcels were attributed using the FNAI classification scheme (FNAI 2010), tied into the PSSF FNAI shapefile, and attributed using the FNAI classification scheme. The data were clipped to the project area. The PSSF vegetation communities were tied into the SFWMD Land Cover 2016 shapefile (Figure 3). However, as the vegetation communities within the SFWMD shapefile were attributed using the Florida Land Cover Classification System (FLUCCS) (FLUCCS 2018) rather than FNAI, a crosswalk was used to attribute each of the shapefiles using both FLUCCS and FNAI classification systems. This crosswalk was created using the Habitat Classification and Field Reconnaissance table provided by the Florida Fish and Wildlife Conservation Commission (FWC 2018), adjusted to include all the communities defined within the project area. As the PSSF FNAI data (and subsequentlythe outparcel data) were delineated at a finer scale than the SFWMD FLUCCS data, the data were merged using the FNAI information. Along the boundaries of the PSSF, vegetation communities were again delineated using the FDOT imagery in order to tie the PSSF FNAI shapefile to the SFWMD shapefile. Once these communities were tied together, a seamless shapefile was created that maintained both the FNAI and FLUCCS information, as well as source information for each of the communities. For analysis purposes, the FLUCCS-FNAI shapefile created for the project area was dissolved using the FLUCCS information in order to create a shapefile with slightly coarser detail and fewer very small shapefiles. These resulting shapefiles defined the vegetation community used in the analyses. REFERENCES FDOT 2018 — Florida Department of Transportation (FDOT), 2018. COL 2018. Flight 6438. Resolution 0.5 ft. Acquired 12/1/2017 - 12/11/2017. Prepared by GIS Office, FDOT, Tallahassee, FL. Obtained September 2018 from https://fdotewpl.dot.state.fl.us/AerialPhotoLookUpSystem/. A1.2 FLUCCS 2018 — Florida Fish and Wildlife Conservation Commission (FWC), 2018. Florida Land Cover Classification System. Prepared by Robert Kawula & Jennylyn Redner, Center for Spatial Analysis, Fish and Wildlife Research Institute, Florida Fish and Wildlife Conservation Commission, Tallahassee, Florida. FNAI 2010 — Florida Natural Areas Inventory (FNAI), 2010. Guide to the natural communities of Florida: 2010 edition. Florida Natural Areas Inventory, Tallahassee, FL. FWC 2018— Florida Fish and Wildlife Conservation Commission (FWC), 2018. Habitat Classification and Field Reconnaissance. Prepared by Florida Fish and Wildlife Conservation Commission, Tallahassee, Florida. Accessed September 2018 at: http://fwcg.myfwc.com/index files/textonly/slidel2.html AM Florida Land Use/Cover Classification System - Florida Natural Areas Inventory Crosswalk The Collier County Comprehensive Watershed Improvement Plan (CWIP) project area had vegetation community GIS information available in two different formats. As the vegetation communities within the existing shapefiles were attributed using two different classification systems, a crosswalk was used to attribute each of the shapefiles using both FLUCCS (Florida Land Use Cover Classification System) and FNAI (Florida Natural Areas Inventory) classification systems. The FLUCCS, developed by the Florida Fish and Wildlife Conservation Commission (FWC), incorporated classifications currently used by the Florida Fish and Wildlife Conservation Commission (FWC), Florida Natural Areas Inventory (FNAI), and Florida's water management districts (WMD) (FLUCCS 2018). It includes all categories of land use, including, but not limited to natural communities. The FNAI Classification System was developed by the Florida Natural Areas Inventory (FNAI) and categorizes the original, natural biological associations of Florida (FNAI 2010). A Natural Community is defined as a distinct and recurring assemblage of populations of plants, animals, fungi, and microorganisms naturally associated with each other and their physical environment (FNAI 2010). The crosswalk used for the majority of the communities in this project area (Table 1) was created using the Habitat Classification and Field Reconnaissance table provided by the Florida Fish and Wildlife Conservation Commission (FWC 2018), adjusted to include all of the communities defined within the project area. As the FNAI delineates vegetation communities in finer detail than FLUCCS, we found it necessary to create an additional crosswalk (Table 2) to use on case -by -case basis for certain community types in an effort to maintain more FNAI dataset detail for dominant FLUCCS codes in the project area. REFERENCES FNAI 2010 — Florida Natural Areas Inventory (FNAI), 2010. Guide to the natural communities of Florida: 2010 edition. Florida Natural Areas Inventory, Tallahassee, FL. FLUCCS 2018 — Florida Fish and Wildlife Conservation Commission (FWC), 2018. Florida Land Cover Classification System. Prepared by Robert Kawula & Jennylyn Redner, Center for Spatial Analysis, Fish and Wildlife Research Institute, Florida Fish and Wildlife Conservation Commission, Tallahassee, Florida. FWC 2018— Florida Fish and Wildlife Conservation Commission (FWC), 2018. Habitat Classification and Field Reconnaissance. Prepared by Florida Fish and Wildlife Conservation Commission, Tallahassee, Florida. Accessed September 2018 at: http://fwcg.myfwc.com/index files/textonly/slidel2.html A1.4 Table 1: Standard FLUCCS — FNAI Crosswalk FLUCCS Code FLUCCS Name FNAI 1180 Rural Residential Developed 1210 Fixed Single -Family Units Developed 1290 Medium Density Under Construction Developed 1320 Mobile Home Units Developed 1330 Multiple Dwelling Units, Low Rise Developed 1390 High Density Under Construction Developed 1400 Commercial & Services Developed 1700 Institutional Developed 1900 Open Land Clearing 2230 Other Groves Agriculture 2230 Other Groves Agriculture 2610 Fallow Cropland Abandoned Field/Abandoned Pasture 2610 Fallow Cropland Abandoned Field/Abandoned Pasture 3100 Herbaceous (Dry Prairie) Dry Prairie 3200 Upland Shrub and Brushland Dry Prairie 3210 Palmetto Prairies Dry Prairie 4110 Pine Flatwoods Mesic Flatwoods 4340 Upland Mixed Coniferous/Hardwood Upland Mixed Coniferous Hardwood 5120 Channelized Waterways, Canals Canal/Ditch 5300 Reservoirs Artificial Pond 5300 Reservoirs Inland Ponds and Sloughs 5300 Reservoirs Swamp Lake 6120 Mangrove Swamp Mangrove Swamp 6170 Mixed Wetland Hardwoods Hydric Hammock 6191 Wet Melaleuca Invasive Exotic Monoculture 6200 Wetland Coniferous Forests Wet Flatwoods 6215 Cypress- Domes/Heads Dome Swamp 6216 Cypress - Mixed Hardwoods Strand Swamp 6250 Wet Pineland Hydric Pine Wet Flatwoods 6300 Wetland Forested Mixed Floodplain Swamp 6300 Wetland Forested Mixed Mesic Hammock 6410 Freshwater Marshes / Graminoid Prairie - Marsh Marl Prairie 6410 Freshwater/Graminoid Prairie — Marsh Wet Prairie 6420 Saltwater Marshes / Halophytic Herbaceous Prairie Salt Marsh 7400 Disturbed Land (Except Artificial Ponds and Roads) Clearing 7400 Disturbed Land Spoil Area 7400 Disturbed Land Clearing 8140 Roads and Highways Road A1.5 Table 2: Alternate FLUCCS — FNAI Crosswalk FNAI FNAI Subtype FLUCCS Code FLUCCS Name Mixed Cypress/Pine/Palm 6240 Cypress -Pine -Cabbage Palm Wet Flatwoods NOT Mixed 6172 Wet Pinelands Hydric Pine Cypress/Pine/Palm Wet Flatwoods 6250 Wet Pinelands Hydric Pine Hydric Hammock NOT Wet Flatwoods 6172 Mixed Shrubs Palm 6240 Cypress - Pine - Cabbage Palm Dome Swamp NOT Palm 6210 Cypress Mixed Cypress/Pine/Palm 6240 Cypress -Pine -Cabbage Palm Wet Prairie NOT Mixed 6430 Wet Prairie Cypress/Pine/Palm 8140 /1400 / Roads and Highways / Developed CASE BY CASE 1180 Commercial and Services / Rural Residential A1.6 Vegetation Community Shapefile Creation and Data Summary Vegetation Community Shapefile Creation Source Data Table 1: Source Data Source Data Reference Description Picayune Strand State FFS 2018 Florida Forest Service (FFS) Historic Natural Community Forest (PSSF) Florida Mapping Project: This is a polygon file that delineates natural Natural Areas Inventory communities on FFS managed lands as identified by FNAI staff (FNAI) during field surveys. Most polygons have associated natural community point data that describes the ecological condition within the polygons. South Florida Water SFWMD This data set serves as documentation of land cover and land Management District 2018 use (LCLU) within the South Florida Water Management (SFWMD) Land Cover District as it existed in 2014-16. Land Cover Land Use data was Land Use 2014 — 2016 updated from 2008-09 LCLU by photo -interpretation from 2014-16 aerial photography and classified using the SFWMD modified FLUCCS classification system. Features were interpreted from the county -based aerial photography (4 in - 2 ft pixel). The features were updated on screen from the 2008- 09 vector data. Horizontal accuracy of the data corresponds to the positional accuracy of the county aerial photography. The minimum mapping unit for classification was 0.5 acres for wetlands and 5 acres for uplands. Collier County 2018 FDOT Provided through the Florida Department of Transportation Aerial Imagery 2018 (FDOT) Aerial Photo LookUp System. Flight: 6438. Resolution: 0.5 ft. Acquired: 12/1/2017 - 12/11/2017. Tools Table 2: Processing Tools Provided within ESRI's ArcMap (ESRI 2016) Tool Name Toolbox Description ERASE Analysis Creates a feature class by overlaying the Input Features with the polygons of the Erase Features. Only those portions of the input features falling outside the erase features outside boundaries are copied to the output feature class. CLIP Analysis Extracts input features that overlay the clip features. DISSOLVE Data Management Aggregates features based on specified attributes. A1.7 Process Steps 1. Using the outline of the PSSF FNAI shapefile, a new shapefile was made containing the areas within the outparcels of the State Forest using the ERASE tool. 2. Using the FDOT 2018 imagery as a reference, vegetation communities were delineated within the outparcels by cutting each outparcel polygon into different shapes depicting the outline of the different vegetation signatures using a CINTIQ° 22HD Interactive Pen Display Tablet (WACOM Technology Corporation). Map scale was set between 1:500 to 1,500. 3. Polygons within the outparcel shapefile were attributed using the FNAI classification system (FNAI 2010) by using the corresponding vegetation signatures within PSSF FNAI shapefiles. 4. The PSSF FNAI shapefile, Outparcel shapefile, and SFWMD shapefile were each clipped to the project boundary using the CLIP tool. 5. The PSSF FNAI shapefile and Outparcel shapefile were erased from the clipped SFWMD shapefile using the ERASE tool. 6. The crosswalk described in Appendix X was used to attribute each of the shapefiles with the corresponding FLUCCS or FNAI information. 7. Using the FNAI attribute information, the data were merged together. Along the boundaries of the PSSF, vegetation communities were again delineated according the vegetation signatures using the FDOT imagery in order to tie the PSSF FNAI shapefile to the SFWMD shapefile via a CINTIQ° 22HD Interactive Pen Display Tablet (WACOM Technology Corporation). 8. Any new shapes were attributed with both FNAI and FLUCCS information. 9. A seamless shapefile was then created that maintained both the FNAI and FLUCCS information, as well as source information for each of the communities by merging the PSSF FNAI shapefile, Outparcel shapefile, and SFWMD shapefile (including the edits described in step 7). 10. After a single shapefile was created for all the information, the data were aggregated based on FLUCCS Information, FNAI Information, and Source Information using the DISSOLVE tool. 11. Topology was run on the dissolved shapefile to identify any gaps or overlapping data. Any errors identified were fixed. This shapefile (Final_ FLUCCS_ FNAI) was then uploaded into the Collier Watershed Improvement Plan GIS database for submittal to the County following project completion. 12. For analyses purposes only, an additional shapefile (FLUCCS_Only_ForAnalyses) was created that aggregated the polygons based only on FLUCCS information using the DISSOLVE tool. This was done in order to create a slightly coarser dataset that would be more appropriate for use with the hydrologic data information. A1.8 Vegetation Community Data Summary Project Area Table 3: FLUCCS Acreages FLUCCS Acreage 113/Mixed Units, Fixed and Mobile Home Units 3.36 118/Rural Residential 81.51 121/Fixed Single Family Units 4.27 122/Mobile Home Units 1.30 123/Mixed Units, Fixed and Mobile Home Units 1.20 129/Medium Density Under Construction 3.06 132/Mobile Home Units 0.09 133/Multiple Dwelling Units, Low Rise 2.27 139/High Density Under Construction 36.16 1423/Junk Yards 14.72 162/Sand and Gravel Pits 2.60 182/Golf Course 0.60 190/Open Land 15.40 211/Improved Pastures 0.88 223/Other Groves 143.98 232/Poultry Feeding Operations 14.56 251/Horse Farms 10.44 261/Fallow Cropland 831.21 310/Herbaceous (Dry Prairie) 6.38 320/Upland Shrub and Brushland 16.35 321/Palmetto Prairies 46.44 411/Pine Flatwoods 2619.09 422/13razilian Pepper 0.92 424/Melaleuca 50.29 434/Upland Mixed Coniferous / Hardwood 45.43 512/Channelized Waterways, Canals 38.49 520/1-akes 4.23 530/Reservoirs 103.31 542/Embayments Not Opening Directly to Gulf or Ocean 153.33 612/Mangrove Swamp 1451.30 617/Mixed Wetland Hardwoods 94.93 6172/Mixed Shrubs 545.94 6191/Wet Melaleuca 99.86 620/Wetland Coniferous Forests 387.07 621/Cypress 7155.85 624/Cypress - Pine - Cabbage Palm 7471.77 A1.9 FLUCCS Acreage 625/Wet Pinelands Hydric Pine 2253.52 630/Wetland Forested Mixed 233.52 641/Freshwater Marshes / Graminoid Prairie - Marsh 93.62 642/Saltwater Marshes / Halophytic Herbaceous Prairie 527.75 643/Wet Prairie 101.23 644/Emergent Aquatic Vegetation 4.69 740/Disturbed Land 224.24 811/Airports 0.41 814/Roads and Highways 154.20 834/Sewage Treatment 1.09 TOTAL 25052.88 Table 4: FNAI Acreages FNAI Acreage Abandoned Field/Abandoned Pasture 823.24 Agriculture 159.42 Artificial Pond 103.31 Basin Marsh 79.29 Basin Swamp 68.64 Canal/Ditch 38.49 Clearing 239.64 Developed 163.08 Dome Swamp 674.05 Dry Prairie 54.19 Floodplain Swamp 187.44 Hydric Hammock 492.94 Inland Ponds and Sloughs 153.33 Mangrove Swamp 1451.30 Marl Prairie 98.32 Mesic Flatwoods 2676.79 Mesic Hammock 46.99 Road 162.18 Strand Swamp 6659.41 Swamp Lake 4.23 Tidal Marsh 527.75 Upland Hardwood Forest 45.43 Wet Flatwoods 10042.18 Wet Prairie 101.23 TOTAL 25052.88 A1.10 Data described in this appendix were created and processed using ArcGIS® software by Esri (Version 10.5.1). ArcGIS° and ArcMapr' are the intellectual property of Esri and are used herein under license. Copyright0 Esri. References FDOT 2018 — Florida Department of Transportation (FDOT), 2018. COL 2018. Flight 6438. Resolution 0.5 ft. Acquired 12/1/2017 - 12/11/2017. Prepared by GIS Office, FDOT, Tallahassee, FL. Obtained September 2018 from https://fdotewpl.dot.state.fl.us/AerialPhotoLookUpSystem/. FFS 2018 — Florida Forest Service, 2018. Picayune Strand State Forest (PSSF) Historic Natural Community Mapping Project. Prepared by the Florida Natural Areas Inventory Staff, Tallahassee, FL. ESRI 2016— Environmental Systems Research Institute (ESRI), 2016. ArcGIS. Version 10.5.1. Environmental Systems Research Institute, Inc., Redlands, CA. FNAI 2010 — Florida Natural Areas Inventory (FNAI), 2010. Guide to the natural communities of Florida: 2010 edition. Florida Natural Areas Inventory, Tallahassee, FL. FLUCCS 2018 — Florida Fish and Wildlife Conservation Commission (FWC), 2018. Florida Land Cover Classification System. Prepared by Robert Kawula & Jennylyn Redner, Center for Spatial Analysis, Fish and Wildlife Research Institute, Florida Fish and Wildlife Conservation Commission, Tallahassee, Florida. SFWMD 2018 — South Florida Water Management District (SFWMD), 2018. SFWMD Land Cover Land Use 2014 — 2016. South Florida Water Management District, West Palm Beach, FL. Obtained November 2018 at: https://geo-sfwmd.hub.arcgis.com/datasets/sfwmd-land-cover-land-use- 2014-2016. A1.11 Appendix 2. FLUCCS Land Use for Project Evaluation Area and Receiving Waters Zone Percent Cover by FLUCCS Code for Each Project Zone A2.1 Project Zone FLUCCS ID FLUCCS Description Core Rehydration Area Flowway Extent Outside Communities Receiving Waters 113 mixed units residential* 3.4 118 rural residential 2.2 78.2 1.1 121 fixed single-family units 4.3 122 Mobile Home Units 1.3 123 mixed units residential 1.2 129 medium Density residential under construction 1.0 2.1 132 Mobile homes - >_ 6/ ac 0.1 133 multiple units, low rise 0.3 0.5 1.4 139 High Density, under construction 12.9 23.2 142 wholesale sales 14.7 162 Sand and Gravel Pits 2.6 182 Golf Courses 0.6 190 Open Land 15.4 211 Improved Pasture 0.9 223 Other groves (not citrus or fruit) 0.6 143.4 232 Poultry Feeding Operations 14.6 251 Horse Farms 10.4 261 Fallow Crop Land 29.2 802.0 310 Herbaceous (dry prairie 6.2 0.1 320 Shrub and Brushland 7.6 2.6 6.1 321 Palmetto Prairies 35.7 10.7 411 Pine Flatwood 28.2 532.8 2049.4 8.7 422 Brazilian Pepper 0.9 424 Melaleuca 50.3 434 Hardwood Conifer Mixed 25.6 13.3 6.5 512 Channelized river / stream 5.6 2.0 21.4 9.5 520 Lakes 3.4 0.8 530 Reservoirs 44.1 18.6 35.1 5.5 542 Embayment not directly connected to the Gulf of Mexico 153.3 612 Mangrove Swamps 1451.3 617 Mixed Wetland Hardwoods 7.6 18.7 68.6 6172 Mixed Wetland hardwoods - Shrubs 22.9 123.1 140.4 259.5 6191 Wet Melaleuca 10.4 37.3 38.7 13.5 620 Wet Coniferous Forest 174.8 174.7 37.5 A2.2 Project Zone FLUCCS ID FLUCCS Description Core Rehydration Area Flowway Extent Outside Communities Receiving Waters 621 Cypress 1765.2 2222.4 3147.2 20.9 624 CPCP 418.0 2597.5 4456.1 625 hydric Pine 41.3 689.0 1446.0 77.1 630 Wetland Forest Mixed 4.0 16.9 50.6 162.0 641 Freshwater Marsh 8.4 85.2 642 Estuarine Marsh Cordgrass 527.8 643 Wet Prairie 16.6 5.2 79.5 644 Emergent Aquatic Vegetation 4.7 740 Disturbed Land 26.8 32.5 163.7 1.2 811 Airports 0.4 814 Roads and Highways 6.6 29.0 117.7 0.9 834 Sewage Treatment 1.1 Total Acreage 2389.68 6607.4 13134 2921.39 TOTAL 2389.7 6607.4 13134.0 2921.4 A2.3 FLUCCS Percent Cover for Each Project Zone Core Rehydration Area Flowway Extent Other Communities Receiving Waters A2.4 Core Rehydration Area 0.2 3.5 Total Area 2,389 Acres m Other ■ Mixed Shrubs ■ Cypress ■ Hydric Pine Wet Prairie 73.9 A2.5 1.2 1.0 A, Cypress Pine Flatwood Wet Maleleuca CPCP Wetland Forest Mixed Flowway Extent 6,607 acres C Other Groves Palmetto Prairie 0_a9 0.01 r0.44 ■ Fallow Cropland ■ Pine Flatwood ® Mixed Wetland Harwoods ■ Mixed Shrubs Wetland Coniferous Forest Hydric Pine Disturbed Land Cypress Wetland Forest Mixed Other A2.6 0.12 A6 56 15 Upland Shrub/Brush Upland Mixed Forest ■ Wet Maleleuca ■ CPCP Wet Prairie Outside Communities 13,134 acres 0.06 0.04 1.25 0.61 0.39 Hydri 11.0. CP Open Land Palmetto Prairie ■ Maleleuca Mixed Shrubs Cypress Wetland Forest Mixed ■ Emergent Aquatic Veg 0.05 0.02 nip nnQ Dry Prairie Pine Flatwood Upland Mixed Forest Wet Maleleuca CPCP FW Marshes Disturbed Land A2.7 0.38 ).10 4 7 0.29 1.33 Upland Shrub/Brush Brazilian Pepper Mixed Wetland Harwoods o* Wetland Coniferous Forest Hydric Pine Wet Prairie Other Receiving Waters 2,921 acres 0.04 0.04 0.01 0.01 <1 4 0.21 0.04 Salt..,- I+- nn-..mow 2. 2.64 1.28 0.71 0.46 Mixed Wetland Hi Upland Mixed Woodland ■ Upland Coniferous Upland Shrub/Brush ■ Pine Flatwood ■ Embayments Not Connected ■ Mangrove Swamp Mixed Shrubs ■ Wet Maleleuca Cypress Hydric Pine FW Marshes Saltwater Marshes Vegetated Berm Other NMI 0.30 0.22 Dry Prairie Upland Mixed Forest Mixed Wetland Harwoods Wetland Coniferous Forest Wetland Forest Mixed Disturbed Land Appendix 3 Calculation of Weighted Average Hydrologic Statistics A3.1 Calculation of Weighted Average Hydrologic Statistics Weighted hydrologic statistic for each shape within a FLUCCS codes: Hswn= Hcn*(Aw/AC) mean Hsw = (I Hswn)/n Where • s = a hydrologic statistic - hydroperiod, wet season annual average depth, dry season annual average depth, dry season 1/10-year annual average lowest depth • Hswn = area -weighted cell hydrologic statistic value • Hcn= raster cell hydrologic statistic value • Aw = area of cell within intersecting veg polygon • Ac = area of cell Hydrologic statistic mean for each FLUCCS code: Hsfi = (L(Hwnix) (Aix/jAix))/ni Where: • Hsfi = The hydrologic statistic average value for FLUCCS code i • s = a hydrologic statistic — • Hwnix = A hydrologic statistic value wn for one shape x of FLUCCS code i • A;x = area of FLUCCS code i shape x • ni = number of shapes for FLUCCS code i For different multiple polygon areas (e.g. for Red Cockaded Woodpecker core foraging areas - CFA) the same general equations would apply to a calculation of the weighted hydrologic statistics for each FLUCCS shape intersecting a CFA, each FLUCCS code, and CFA mean hydrologic statistics. Polygon Example (and see Figure below) • The cell with red borders (full cell) has the average overland depth of 9.0 inches. • After intersection with cypress polygon, only about 71.9% of the cell falls in the cypress polygon (yellow colored segment). Hence, the area weighted average overland depth for the cypress cell comes out to be 6.5 inches (71.9% of 9.0 inches). • 1 have shown some other bordering cells following the same methodology. • Whereas, the cells that fall 100 % within the cypress polygons will retain the raster values. A3.2 The cell with red borders (full cell) has the average overland depth of 8.968 inches. After intersection with cypress polygon, only about 71.9% of the cell falls in the cypress polygon (yellow colored segment). Hence, the area weighted average overland depth for the cypress cell comes out to be 6.448 inches (71.9% of 8.968 inches). I have shown some other bordering cells following the same methodology. Whereas, the cells that fall 00 % within the cypress polygons ■ ■■■■■■■■■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ _ ■■■■ ■■■■■■■■■!A■■W AIRL .. ■ mil■■■■■■■■ ■■ I ■■■■■ ■■■■■ ■ ■■�i■� ■■■ i■■■■► ■■■ N. ■ _ J■■7W ■■■ ■■■■■.■■■�■■■■■■■■�i ■■■■■■■■■■■■■■■% JIMM■I■■■MS' ■■■. '■■■■■■■■■■■LJ■■■■■■■■■■1 ■■■■■■■■ ■■■■■■■■■■'1■P■■/". ■r ■■■■■■ M ■■L'■■■■■■■O .. ■■■■■■■r■I EMEMEME=ME NO A3.3 Appendix 4 Graphic Comparison of Simulated Hydrology and Duever (2004) Average Hydrology for Each Project Zone Hydroperiod Dry Season Water Table Elevation Wet Season Water Elevation A4.1 PS 9.0 7.0 5.0 3.0 1.0 -1.0 Figure A5.1. Core Rehydration Area Hydroperiod • Existing Conditions ■ With Project Conditions Duever's Lower Hydroperiod I —Duever's Higher Hydroperiod I I I I I I I I � I � I �I 4 ■ I I • � #* 4e I I 4f • i I I I I I Cypress -Pine Cabbage Palm A4.2 Cypress 10.0 5.0 0.0 v -25.0 A -30.0 -35.0 Figure A5.2 Core Rehydration Area Dry Season Water Table Depth • Existing Conditions ■ With Project Conditions —Duever's Dry Season Water Table ■ ■ ■ ■ I♦ I♦ I♦ ♦ Cypress -Pine Cabbage Palm A4.3 Cypress 27.0 25.0 23.0 21.0 19.0 O 17.0 a 15.0 Ci 13.0 v 11.0 CIO 9.0 r?R J C 7.0 y 5.0 A 3.0 1.0 -1.0 Figure A5.3 Core Rehydration Area Wet Season Water Depth • Existing Conditions ■ With Project Conditions —Duever's Lower Depth Duever's Higher Depth I I I I I I I I I I I r---------------------------------- I I �-� ----------------------------------------- I I - - - ------------------------------------------- I I I - I -- - - - -- ------------------------------------------- � I � I -- - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - -- ------------------------------------------- • Cypress -Pine Cabbage Palm A4.4 Cypress V 9.0 rIKa 5.0 3.0 1.0 -1.0 Figure A5.4 Flowway Extent Hydroperiod • Existing Conditions ■ With Project Conditions —Duever's Lower Hydroperiod —Duever's Higher Hydroperiod / / / / / / r / / / / / ' / 1 ■------- ,--------------------------------------- r I ■ r L • Hydric Pine Cypress -Pine Cabbage Palm A4.5 Cypress Wet Coniferous Forest 0.0 -2.0 -4.0 -6.0 -&0 -10.0 -12.0 �7 -14.0 -16.0 C 0 -18.0 U -20.0 3 ,2 -22.0 -24.0 6 -26.0 -28.0 0 -30.0 a A -32.0 34.0 -36.0 -38.0 Figure A5.5 Flowway Extent Dry Season Water Table • Existing Conditions ■ With Project Conditions —Duever's Dry Season Water Table --- ----- - - - - -- ---- ----- - - - - -- ---------- ----- - - - - -- — — — — — — -------------- ----------- -------- ---- ■ I _ I + i ------ ------------ ------------ --- ------------ -------T� -E-------------- ------- -------- --- ------------- --------------------- ------- -------------- • • Hydric Pine Cy press -Pine Cabbage Pabn Cypress Wet Coniferous Forest 27.0 25.0 23.0 21.0 19.0 A 17.0 b A 15.0 a 13.0 0 Q 11.0 9.0 3 o zo v 5.0 W 3.0 Figure AS.6 Flowway Extent Wet Season Water Elevation • Existing Conditions ■ With Project Conditions —Duever's Lower Depth — — — — — — — —Duever's Higher Depth I I I I I / I / / I I / / d / I I I / � I ■ . ■ ■ Hydric Pine Cypress -Pine Cabbage Palm A4.7 Cypress Wet Coniferous Forest x 9.0 7.o 5.0 1.0 -1.0 Figure A5.7 Outside Area Hydroperiod • Existing Conditions ■ With CWIP Conditions _Dnever's Lower Hydroperiod — — — — _Dnever's Higher Hydroperiod / / 1 00 ■ I ri • ■ �------�J Pine Flarivood Hydric Pine Cypress -Pine Cypress Wet Coniferous Cabbage Palm Forest 0.0 20.0 Figure AS.8 Outside Area Dry Season Water Table * Existing Conditions ■ With CWIP Conditions —Duever's Dry Season Water Table I I I I • 0 ■ • ■ •■ �1 70.0 80.0 90.0 Pine Flatwood Hydric Pine Cypress -Pine Cypress Wet Coniferous Cabbage Palm Forest A4.9 u a 20.0 18.0 16.0 14.0 12.0 a 0 10.0 v 0 8.0 v y 7 w 6.0 0 .a A 4.0 2.0 0.0 Figure A5.9 Outside Area Wet Season Water Elevation • Existing Conditions ■ With CWIP Conditions Duever's Lower Depth — — — — - -Duever's Higher Depth / I / I 1 I I I I / I / ■ / ------- ' • Pine Flatwood Hydric Pine Cypress -Pine Cypress Wet Coniferous Cabbage Palm Forest A4.10 7.0 5.0 3.0 no Figure A5.10 RCW Area Hydroperiod * Existing Conditions RCW Cluster 1 ■ With Project Conditions RCW Cluster 1 Existing Conditions RCW Cluster 2 ■ With Project Conditions RCW Cluster 2 —Duever's Lower Hydroperlod -Duever's Higher Hydroperiod I I I I I I I I I I — — — — — — — — -- �. —401 40 00 ----6 0 Pine Flatwood Hydric Pine A4.11 f Cypress -Pine Cypress Cabbage Palm 0.0 -5.0 -10.0 -15.0 -20.0 v u G -25.0 ^O O �r C7 -30.0 0 w al -35.0 .0 y Ow Q A -40.0 -4_5.0 -50.0 Figure A5.11 RCW Area Dry Season Water Table • Existing Conditions RCW Cluster 1 ■ With Project Conditions RCW Cluster 1 Existing Conditions RCW Cluster 2 ■ With Project Conditions RCW Cluster 2 —Duever's Dry Season Water Table I I I I I I I I I I I I I / ♦ i ■ � Pine Flatwood I Hydric Pine A4.12 Cypress -Pine Cypress Cabbage Palm 19.0 17.11 15.0 13.0 11.0 a 9.0 L� 0 .n zn d w v err 5.0 4n O 17 o. 3.0 v A Figure AS.12 RCW Area Wet Season Water Depth Existing Conditions RCW Cluster 1 With Project Conditions RCW Cluster Existing Conditions RCW Cluster 2 With Project Conditions RCW Cluster —Duever's Lower Depth —Duever's Higher Depth I I I I / I I I I � r I / 1 1 ♦� I Pine Flatwood I Hyclric Pine A4.13 Cypress -Pine Cypress Cabbage Palm Appendix 5 Stage Duration Curves A5.1 Figure A5-1. 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