Loading...
CCPC Agenda 10/17/2024COLLIER COUNTY Planning Commission AGENDA Board of County Commission Chambers Collier County Government Center 3299 Tamiami Trail East, 3rd Floor Naples, FL 34112 October 17, 2024 9:00 AM Edwin Fryer- Chairman Joseph Schmitt, Environmental - Vice -Chair Paul Shea, Environmental - Secretary Christopher Vernon Robert HIucik, Jr. Randy Sparrazza Chuck Schumacher Amy Lockhart, Collier County School Board Note: Individual speakers will be limited to 5 minutes on any item. Individuals selected to speak on behalf of an organization or group are encouraged and may be allotted 10 minutes to speak on an item if so recognized by the chairman. Persons wishing to have written or graphic materials included in the CCPC agenda packets must submit said material a minimum of 10 days prior to the respective public hearing. In any case, written materials intended to be considered by the CCPC shall be submitted to the appropriate county staff a minimum of seven days prior to the public hearing. All material used in presentations before the CCPC will become a permanent part of the record and will be available for presentation to the Board of County Commissioners if applicable. Any person who decides to appeal a decision of the CCPC will need a record of the proceedings pertaining thereto, and therefore may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. 1. Pledge of Allegiance 2. Roll Call 3. Addenda to the Agenda Page 1 of 214 4. Planning Commission Absences 5. Approval of Minutes 6. BCC Report - Recaps 7. Chairman's Report 8. Consent Agenda 9. Public Hearings 9.A. Presentation to the Collier County Planning Commission of the 2024 combined Annual Update and Inventory Report on Public Facilities and Schedule of Capital Improvements as provided for in Chapter 6.02.02 of the Collier County Land Development Code and Section 163.3177(3)(b), Florida Statutes. (2024-1206) 10. Old Business 11. New Business 12. Public Comments 13. Adjourn Page 2 of 214 PL20240010770 Staff Report Presentation to the Collier County Planning Commission of the 2024 combined Annual Update and Inventory Report on Public Facilities and Schedule of Capital Improvements as provided for in Chapter 6.02.02 of the Collier County Land Development Code and Section 163.3177(3)(b), Florida Statutes OBJECTIVE: To have the Collier County Planning Commission (CCPC) review the combined 2024 Annual Update and Inventory Report (AUIR)/Capital Improvement Element (CIE) on public facilities and provide recommendations to the Collier County Board of County Commissioners (Board) on specific projects and associated funding sources for inclusion in the Schedule of Capital Improvements within the CIE during the FY25/29 annual update (only "Category A" public facilities are included in the CIE Schedule). The AUIR identifies capital needs for new facilities to serve population growth projected for the five-year AUIR period. At a glance, the 2024 Update and Inventory reveals the following general project highlights: ❑ Stormwater Management System Infrastructure Maintenance Projects, System Capacity Projects, and Water Quality Improvement Projects, highlighted by Golden Gate City Outfall Replacements, Lely Golf Estates, Big Corkscrew Island Park Improvements, Palm River SWIP, Immokalee Stormwater Improvements, and Ridge Street/West Goodlette Improvements. ❑ Road and Bridge Projects highlighted by Pine Ridge Road (Livingston to I-75), Airport Road (Vanderbilt Beach Road to Immokalee Road), Veterans Memorial Road PH II, Oil Well Road (Everglades Boulevard to Oil Well Grade), Collier Boulevard (Green Boulevard to south of Golden Gate Main Canal), Everglades Boulevard (Vanderbilt Beach Road to Oil Well Road), Goodlette Road (Vanderbilt Beach Road to Immokalee Road), and Vanderbilt Beach Road (16th Street to Everglades Boulevard). ❑ The Golden Gate wastewater service area, anticipated expansion; the Golden Gate Wastewater Treatment Plant (GGWTP)I will undergo a 3.5 Million Gallons per Day (MGD) expansion in FY 2027. New 4 MGD NECWRF at the NEUF site is projected to be online in FY 2030 to support forecasted growth for the villages/towns, including Rivergrass, Town of Big Cypress, Bellmar, and SkySail. Immokalee Road Rural Village and Brightshore Village are also included. ❑ Anew 10 Million Gallon per Day (MGD) Northeast County Regional Water Treatment Plant (NECRWTP) is anticipated to be online in FY 2033 to support forecasted growth in the service area and will provide the needed reliability to serve the CCWSD. This facility will be located on the 147- acre County -owned Northeast Utility Facilities (NEUF) property at the east end of 39th Avenue NE. As with past AUIR, this Report presents additional information related to individual Division/Department operational data. This additional data is provided to evaluate the year-to-year change in demand experienced by each AUIR component and to assist the CCPC in making recommendations on the appropriateness of the County's current Level of Service (LOS) Standards and timing/necessity of proposed projects. The AUIR constitutes the process of evaluating budgetary priorities, as well as determining the appropriateness of the County's currently adopted LOS Standards. BACKGROUND: Chapter 163, Part II, Florida Statutes, requires the County to adopt certain Land Development Regulations (LDR) to implement its Growth Management Plan adopted on January 10, 1989. Land Development Code (LDC) Section 6.02.00 requires the County to "Provide that public facilities and services meet or exceed the standards established in the CIE required by Section 2024 AUIR/CIE STAFF REPORT Collier County Planning Commission — October 17, 2024 pg. I Page 3 of 214 PL20240010770 163.3177 and are available when needed for the development... " This Section of Chapter 163, Part II, Florida Statutes is commonly known as the concurrency requirement. Accordingly, on March 21,1990, the Board adopted the Collier County Adequate Public Facilities Ordinance No. 90-24. This Ordinance was subsequently codified in LDC Section 6.02.02. As noted, LDC Section 6.02.02 establishes the management and monitoring program for public facilities, which provides for an annual determination of LOS Standard concurrency for "Category A" public facilities and identification of need for additional facilities. "Category A" facilities are arterial and collector roads, drainage systems and stormwater management, potable water supply and distribution, wastewater treatment systems, solid waste disposal, public schools, and parks. The AUIR also provides analysis and recommendations on "Category B" facilities for which the County has adopted LOS Standards and collects impact fees. "Category B" facilities are jail and correctional facilities, law enforcement, library buildings and collections, emergency medical services, and government buildings. Adoption of LOS Standards for "Category B" facilities legally validates impact fees for these facilities. Coastal Zone beach re -nourishment and inlet management projects were added to the AUIR as a new "Category C" [County Manager direction: 2013]. This addition allows the Board to evaluate the condition of each project formally and predictably for their respective capital programming. "Category C" areas (coastal zone beaches and inlets) are not subject to concurrency management or coupled to impact fee funding. The quality and usability of these features are sustained through periodic surveys and maintenance and management programs funded by tourist development taxes and other revenue sources. Where the AUIR identifies deficiencies or potential deficiencies, the Board's action options, per LDC Section 6.02.02, include, but are not limited to: 1. Establishing Areas of Significant Influence (ASI) surrounding deficient road segments which are not in a Traffic Congestion Management Area (TCMA) or Traffic Congestion Exception Area (TCEA). 2. Adding public facility projects to the financially feasible Schedule of Capital Improvements in the CIE. Road projects must be in the first or second year of the next adopted Schedule to be factored as available capacity in the real-time Transportation Concurrency Management System database. 3. Deferring development order issuance for development not vested by statute in service areas affected by deficient public facilities. This applies to necessary improvements both pending and not financially feasible, or not in the five year Schedule of Capital Improvements, and could result in the following remedial actions: a. Modifying levels of service via Growth Management Plan amendment; b. Directing staff to include the necessary public facility projects in a future annual CIE update and amendment to be adopted by the Board; c. Approving new or increased revenue sources for needed public facility projects, by the Board, the State Legislature or the County voters; or d. Allowing developer constructed improvements guaranteed by an enforceable development agreement. The options identified above are crafted under the design of maintaining a fiscally feasible CIE Schedule of Capital Improvements based on the concurrency management system. The requirement for financial feasibility is a local requirement. The Board, through Objective 2 of the CIE, provides direction to maintain an annual financially feasible Schedule of Capital Improvements. 2024 AUIR/CIE STAFF REPORT Collier County Planning Commission — October 17, 2024 pg. 2 Page 4 of 214 PL20240010770 CIE — OBJECTIVE 2: (FINANCIAL FEASIBILITY) Provide public facilities, as described in Policy 1.1 above, to maintain adopted level of service standards that are within the ability of the County to fund... Policies 1.1 through 1.5 of the CIE establish the standards for levels of service for "Category A" public facilities. GROWTH MANAGEMENT IMPACT: Preparation and presentation of the AUIR to the CCPC and Board of County Commissioners (Board) meets the requirements of LDC Section 6.02.02 for an annual determination of the status of public facilities. Board direction to include the projects identified in the AUIR in a financially feasible Schedule of Capital Improvements will establish and maintain concurrency for "Category A" public facilities, except roads, for the next twelve months. Road projects needed to maintain or restore adopted levels of service deficiencies must be scheduled in the first or second year of the Schedule of Capital Improvements. The CIE Schedule of Capital Improvements requires only a single public hearing before the Collier County Planning Commission (sitting in its official role as the County's land planning agency) and a single public hearing before the governing board (Board) as an adoption hearing. This single hearing process allows for concurrent hearings of the AUIR and CIE. When adopted, both the AUIR and CIE processes are complete, as the updated CIE Schedule of Capital Improvements is not required to be sent to the State Land Planning agency. Level of Service Appropriateness: As indicated within the Objective section above, the AUIR provides the CCPC with a platform to make evaluations and recommendations regarding the appropriateness of the County's current Levels of Service Standards. The process of capital improvement programming for the County is a linear equation for most components of the AUIR (New Population x Level of Service Standard = Capital Improvement). This equation is the only justification required for a proposed capital improvement. While Public Utilities, Stormwater Management, and Transportation have developed a more complex formula and system for maintaining Level of Service Standards, which dictates capital expansion, the basic premise of additional demand requiring new improvements remains the underlying fundamental of the equation. The AUIR provides an opportunity on an annual basis for the CCPC to evaluate and provide recommendations on the appropriateness of the currently adopted Level of Service Standards. Within each individual section, the year—to—year demand for service or demands upon the system are included to assist the advisory boards and the Board in this determination. Level of Service Standards and Impact Fees: Impact fees are one-time fees municipal and county governments and some special districts in Florida may charge a developer to cover a portion of the anticipated cost of additional infrastructure and public facilities needed to support new development. The fees are charged to help pay for the "impact" of new development on roads, parks, schools, and other critical infrastructure. The rationale is that new development necessitates new or expanded infrastructure to accommodate new residents. Without the fees, existing residents would, in effect, subsidize the costs of new development. HB 337, passed during the 2021 Florida legislative session, which amended Section 163.31801, Florida Statutes, curtails both the frequency and rate with which local governments are permitted to increase impact fees. Its provisions include: 2024 AUIR/CIE STAFF REPORT Collier County Planning Commission — October 17, 2024 pg. 3 Page 5 of 214 PL20240010770 1. An increase to a current impact fee rate of not more than 25 percent of the current rate must be implemented in two equal annual increments beginning with the date on which the increased fee is adopted. 2. An increase to a current impact fee rate which exceeds 25 percent but is not more than 50 percent of the current rate must be implemented in four equal installments beginning with the date the increased fee is adopted. 3. An impact fee increase may not exceed 50 percent of the current impact fee rate. 4. An impact fee may not be increased more than once every four years. Impact fee studies and methodologies in and of themselves do not establish Level of Service Standards. At a minimum, they serve to establish a baseline where service levels cannot fall below without invalidating the impact fee. A level of service that is established by an impact fee study represents the standard that has been achieved for a facility but does not dictate that a local government cannot adopt a Level of Service Standard that is higher than the achieved level of service. However, the difference between the achieved level of service and the adopted Level of Service Standard requires supplemental funding from a source other than impact fees to fund the cost of the improvement. EMS is an AUIR component in which the impact fee level of service is below the AUIR adopted Level of Service Standards. As indicated, this discrepancy results in a higher level of necessary supplemental general governmental funding, which is being allocated from monies raised by the Local Infrastructure Sales Tax. The established Level of Service Standards for most AUIR components are currently satisfied based upon the levels of service and current population levels. But population growth and other factors (e.g., access to new technology, in the example of Library materials, approval of development projects where public facility improvements do not appear in the AUIR or CIE but must be introduced or expanded in accommodation, in the example of Growth Management) continue to reduce the available capacity of the respective infrastructure and service providers. Based upon this diminishing capacity, the due diligence process to bring about the next generation of system expansion has begun and will require continued revenue growth needed to maintain the Level of Service Standards for the system providers. Population: The population projections utilized with the 2024 AUIR are based upon prior Board policy direction and acceptance from the State of Florida Department of Commerce (DOC). The population method utilizes the Bureau of Economic and Business Research (BEBR) medium range projections for the entire projection period with a twenty percent (20%) seasonal adjustment factor applied to permanent population projections. The table below presents a comparison of the projected permanent population growth figures for the past five years. All population figures are as of April 1. AUIR BEBR- Permanent Population 5-Year 5-Year Growth Year Based Following 5-Year BEBR Growth Projections Growth Growth Percent Projections Total Percent Annualized 2019 374,994 382,800 389,669 396,661 403,779 411,024 36,030 9.61% 1.92% 2020 384,600 391,656 398,842 406,160 413,611 421,200 36,600 9.52% 1.90% 2021 394,424 401,525 408,752 416,110 423,600 429,285 34,861 8.84% 1.77% 2022 388,906 395,234 401,664 408,200 413,215 418,292 29,386 7.56% 1.51% 2023 397,109 403,404 409,800 415,082 420,432 425,851 28,742 7.24% 1.45% 2024 409,816 416,188 422,005 427,903 433,883 439,947 30,131 7.35% 1.47% Note: BEBR population estimates are as of April 1 of the previous year. Therefore, each AUIR year population figure is a projection based upon the prior year's estimate, e.g., the 2020 population figure is a projection based upon the 2019 population estimate. 2024 AUIR/CIE STAFF REPORT Collier County Planning Commission - October 17, 2024 pg. 4 Page 6 of 214 PL20240010770 The above table illustrates 2024 as another successive year in which the annualized growth rate is projected at under two percent of the total population. This outlook reinforces the reality of the contemporary growth of a steadily growing population in the county. The projected population increase totals 30,131 for the five-year period or 6,026 per year. Utilizing a persons per total dwelling unit ratio of 1.645 (which accounts for the County's high vacancy rate of 30.9% and the 1.2% of the population residing in group quarters (e.g., nursing homes, college/university dorms, incarceration facilities) rather than dwelling units (both figures from the 2020 Census), these projected 30,131 new people per year translate to an average of 3,663 new dwelling units constructed each year (presuming new population is housed only by new units and not existing inventory). As was the case of the 2010 Census, the recalibration of the County's population through the 2020 Census provided additional capacity to each of the AUIR/CIE population -based systems. This results in the next increment of system expansion for most components of the AUIR/CIE, which has been pushed out to a future year, thus delaying future capital outlays, but the development and population projections provided will continue to consume this capacity. As such, each of the AUIR providers continues the due diligence process for their next system expansion. The table on the following page provides Certificate of Occupancy (CO) figures issued per year since 2009. Dwelling Units CO'd Countywide YEAR* Single Family Multi -Family Single Family & Multi -Family 2008-2009 433 638 1,071 2009-2010 563 459 1,022 2010-2011 588 692 1,280 2011-2012 747 480 1,227 2012-2013 806 454 1,260 2013-2014 1,436 286 1,722 2014-2015 2,065 1,010 3,075 2015-2016 2,548 777 3,325 2016-2017 2,776 980 3,756 2017-2018 2,440 444 2,884 2018-2019 2,652 1,156 3,808 2019-2020 3,216 1,016 4,232 2020-2021 2,722 826 3,548 2021-2022 2,841 1,017 3,858 2022-2023 3,207 1,516 4,723 2023-2024 3,294 1,425 4,719 *YEAR=April 1 - March 31 * Based upon April 2017 through March 2024 CO data, compiled annually by the Growth Management Department. • Approximately 3,294 single-family dwellings and 1,425 multi -family residential units were constructed (and certified for occupancy in this compilation year*) - for a total of 4,719 units. These figures represent a four -unit decrease from the prior year, as a total of 4,723 units were constructed. • These figures are provided to better evaluate the market's response to fluctuations in demand for new housing units. 2024 AUIR/CIE STAFF REPORT Collier County Planning Commission - October 17, 2024 pg. 5 Page 7 of 214 PL20240010770 In addition, the Board directed that population projections for Golden Gate City be prepared beginning with fiscal year 2017/18. ** This direction is based on the County providing service to all portions of the Florida Governmental Utility Authority (FGUA) franchise utility service area east of Santa Barbara Boulevard within the 10-year AUIR planning window. The future service area is approximately four square miles in size and can be more specifically described as all of Sections 21, 22, 23, and 28 and portions of Sections 15 and 16 in Township 49 S, Range 26 E, as bounded on the north by Green Boulevard, on the east by Collier Boulevard, on the south by Golden Gate Canal, and on the west by Santa Barbara Boulevard. The population figures for this area — along with information regarding treatment capacity, acquisition, and implementation planning, are included herein. These figures are provided under the Level of Service Standards (LOSS) Assessments and illustrated in the LOSS charts within the Potable Water System and Wastewater Treatment Systems' reports in the AUIR/CIE booklet. ** Adopted by Resolution 2017-123 on June 27, 2017. Schools: The AUIR Schools section stands as a unique component. A summary of the School District Five - Year Capital Improvement Plan is provided for review by the CCPC. However, when the AUIR is reviewed, the School District's Capital Improvement Program (CIP) will already have been approved by the School Board, as required by the Florida Department of Education. The proposed School CIP has been reviewed by County staff in conjunction with School District staff to ensure no inconsistencies exist with the timing of new facilities and required infrastructure. The District's five-year CIP includes two Future School Additions in the upcoming FY24-25. Recently completed improvements include the newly opened Aubrey Rogers High School on Veteran's Memorial Boulevard, west of Livingston Road in NorthNaples. While the Schools component is included as part of the "Category A" facilities, which dictate the concurrency management system for the County, concurrency management for schools is administered by the School District. Requirements changed for referencing School District documents when the County amended the CIE in 2017. Each year since, the County adopts, by reference, into its CIE the School District's annually updated financially feasible Five -Year Capital Improvement Plan and the District Facilities Work Program to achieve and maintain the adopted level of service standards for Public School Facilities. The School District Five - Year Capital Improvement Plan identifies the financially feasible school facility capacity projects necessary to address existing deficiencies and future needs based on achieving and maintaining adopted LOS standards for schools. The District Facilities Work Program, prepared by the School District pursuant to Section 1013.35(1)(b), F.S., is adopted as part of the data and analysis in support of the School District's Five -Year Capital Improvement Plan. Adoption by the County of the School District's Capital Improvement Plan and the District Facilities Work Program now occurs without requiring separate action, with approval of the annual update to the Schedule of Capital Improvements. The recommendation sought from the CCPC related to the School District's proposed Capital Improvement Plan is to find that no inconsistencies are contained within the District's Capital Improvement Plan compared to the other planned capital improvement projects within the County's AUIR or CIE Schedule of Capital Improvements. FISCAL IMPACT: Revenues are required to fund the Capital Improvement projects proposed in the 2024 AUIR/CIE for the FY24/25 through FY28/29 planning period to maintain the financial feasibility of scheduled "Category A" facility improvements. These funds must be made available by the Board of County Commissioners or fall within the Board's statutory general governmental taxing authority. Current and proposed revenues needed to fund public facility construction/expansion for the FY24/25 through FY28/29 planning period are set forth in each respective capital facilities section of the 2024 AUIR/CIE update. Project expenditures of more than the estimated impact fee, gas tax, and user fee revenue receipts and funded bonds are reflected as being augmented by general governmental sources in the body of the AUIR document. 2024 AUIR/CIE STAFF REPORT Collier County Planning Commission — October 17, 2024 pg. 6 Page 8 of 214 PL20240010770 General governmental sources are those existing sales tax revenues and other state shared revenues, or ad valorem allocations at the Board's discretion. Note that all projects identified within the "Category A" facilities have identified funding for the improvement. When funding sources are not identified, CIE Policy 2.9 provides the Board with five action options to address the situation. Removing facility improvements or new facilities that exceed the adopted level of service for the growth during the next five (5) fiscal years from the adopted Schedule of Capital Improvements via Growth Management Plan amendment; 2. Removing facility improvements or new facilities that reduce the operating cost of providing a service or facility but do not provide additional facility capacity from the adopted Schedule of Capital Improvements via Growth Management Plan amendment; 3. Transferring funds, where feasible, from a funded non -CIE capital project to fund an identified deficient CIE public facility and reflecting the resulting revisions in the annual CIE update; 4. Lowering the adopted level of service standard via Growth Management Plan amendment for the facility for which funding cannot be obtained; and, Not issuing development orders that would continue to cause a deficiency based on the facility's adopted level of service standard. All "Category B" facility improvements require loans from general governmental sources to meet the necessary revenue (option 3 above). Additionally, to fund the proposed five-year improvements contained within this year's CIE Schedule of Capital Improvements update requires the Board to utilize Debt Service. The informational tables detailing the revenue and debt service for the AUIR Divisions/Departments for the five-year capital improvement planning period, as well as the long-term debt financing schedules, are provided within Appendix I of the AUIR/CIE booklet. RECOMMENDATION: To have the Collier County Planning Commission recommend to the Board of County Commissioners: Accept and recommend approval of the attached document as the 2024 Annual Update and Inventory Report on Public Facilities. 2. Accept and recommend approval of the "Category A, B, and C" facilities relative to projects and revenue sources, with "Category A" facilities set forth for inclusion in the Schedule of Capital Improvements of the annual CIE update and amendment. 3. Find that no inconsistencies are contained within the School District's Capital Improvement Plan compared to the other planned capital improvements within the AUIR or CIE. 4. Consider alternative levels of service for individual components of the AUIR, where deemed appropriate; and, 5. Recommend adoption of the CIE Schedule of Capital Improvements update and, by reference, the School District's Capital Improvement Plan and the District Facilities Work Program. 2024 AUIR/CIE STAFF REPORT Collier County Planning Commission — October 17, 2024 pg. 7 Page 9 of 214 TABLE OF CONTENTS INDIVIDUAL FACILITY REPORTS: CATEGORY "A" FACILITIES 1. Arterial & Collector Roads & Bridge Facilities 1 2. Stormwater Management System — Canals & Structures 23 3. Potable Water System — County Water -Sewer District 38 4. Wastewater Collection & Treatment Systems — County Water -Sewer District 50 • South County (SCWRF) 56 • North County (NCWRF) 58 • Golden Gate (GGWWTP/CCWRF) 60 • Orange Tree (OTWWTP) 62 • Northeast (Interim WWTP/NECWRF) 64 5. Solid Waste Disposal Facilities 74 6. Collier County Schools —Capital Improvement Plan 81 7. Parks and Recreation Facilities 88 • Community Park Land 89 • Regional Park Land 94 8. CIE Amendment Submittals for Category A Facilities 97 • Exhibit "A', Schedule of Capital Improvements (Years 1 — 5) 98 • Appendix "H", Schedule of Capital Improvements (Future Years 6 — 10) 106 Ilei 1L'II111:"llwyTalllll1&'/7044T$TR&3KQ1VID1111]:MOF.Ty1IMYY10K 1. Jail & Correctional Facilities 113 2. Law Enforcement Facilities 120 3. Libraries 130 • Library Buildings 131 • Library Materials/Collections 136 4. Government Buildings 138 5. Emergency Medical Services 148 INDIVIDUAL FACILITY REPORTS: CATEGORY "C" AREAS County Coastal Zone Areas Management 159 APPENDICES I. Population Estimates & Projections; Impact Fee Fund & Debt Service 166 Expense Table; Countywide Population Data II. Additional Support Materials, Inc. Parks & Recreation Facility 175 Inventory & Operational Data Collier County 2024 Annual Update and Inventory Report on Public Facilities Page 10 of 214 COUNTY ROADS & BRIDGE FACILITIES CONTENTS • COUNTY ARTERIAL AND COLLECTOR ROADS & BRIDGES — SUMMARY • ATTACHMENT A: FIVE YEAR REVENUES — PREVIOUS vs. CURRENT AUIR • ATTACHMENT B: TRANSPORTATION SYSTEM EXISTING CONDITIONS REPORT • ATTACHMENT C: PERCENTAGE CHANGE IN PEAK HOUR DIRECTIONAL VOLUME FROM PREVIOUS YEAR — MAP • ATTACHMENT D: PROPOSED TRANSPORTATION 5-YEAR WORK PROGRAM • ATTACHMENT E: ROAD FINANCING PLAN UPDATE • ATTACHMENT F: TRANSPORTATION PLANNING DATABASE TABLE • ATTACHMENT G: DEFICIENT ROADS REPORT UPDATE • ATTACHMENT H: PROJECTED DEFICIENT ROADS — MAP • ATTACHMENT I: TRANSPORTATION CONCURRENCY MANAGEMENT AREA REPORT — EAST CENTRAL TCMA AND NORTHWEST TCMA • ATTACHMENT J: ACTIVITY REPORT ON CONTINUING PROJECTS UNDER CONTRACT Collier County 2024 Annual Update and Inventory Report on Public Facilities Page 11 of 214 2024 AUIR FACILITY SUMMARY Facility Type: County Arterial and Collector Roads (Category A) Level of Service Standard: Variable - "D" or "E" Unit Cost: Variable (Average = $6,005,000/ lane mile) Per Current Approved Transportation Impact Fee Recommended Work Program FY 25-29 Recommended Revenues FY25-29 Five -Year Surplus or (Deficit) Existing Revenue Sources: A. Current Revenues CIE FY 25-29 Sales Tax Gas Taxes Impact Fees / COA Transfer from 1012 General Fund 1001/1011 Grants/Reimbursements/DCAs/Interest Unfunded Needs SUB TOTAL Carry Forward Less 5% Required by Law $792,590,000 $792,590,000 $0 $0 $125,500,000 $104,827,000 $0 $119, 700,000 $48,939,000 $365,125,000 $764,091,000 $39,208,000 ($10,709,000) TOTAL $792,590,000 2. Supplemental Revenue Sources: A. Alternative I None Required B. Alternative II None Required Recommended Action: That the BCC direct the County Manager or his designee to include County road projects appearing on "Proposed Transportation Five -Year Work Program," (Attachment D), as detailed in the "Collier County Transportation Planning Database" (Attachment F), in the next Annual CIE Update and Amendment with the application of revenues outlined on the Road Financing Plan (Attachment E) to establish statutorily required financial feasibility of the CIE. * Carry Forward includes the budgeted FY24 Carry forward and does not include project funding encumbered in prior fiscal years. The actual Carry Forward number that includes the roll of encumbrances is not available until after October 1, 2024. Attachment J provides a snapshot of prior year FY24 project activity as of June 30, 2024 for continuing projects. Project costs are generally paid out over the following schedule for phases (average time for payout): 6 YEAR PROJECT DURATION AFTER 2 YEAR PLANNING CYCLE IS COMPLETE 1 2 3 4 5 6 1. Design / Permit - 25 months 2. Right -of -Way - 2 years RIG HT- 3. Construction - 30-36 months ITP CONSTRUCTION Note: FY 2024 Revenues based on current adopted Impact Fee Schedule, projected gas tax revenues, budgeted general fund transfer, and approved grants and developer agreements. Expenditures are based on current unit cost. 2 Page 12 of 214 It Q 01 � LL N LL a x 6 0- 3 \ N O E v E n C C O L1 X Li \ xN ro to H N Q 4J C m 0! ra ra C Ln (7 0 (7 M o N o' coa N O O O ko 01 0 G 00 Vi v o N _ CO enr"i M 'i ci lD 00 O 0 O 00 O N n' CO N e 00 N rq N N 00 0) cri 0) O N n 00 CY) N N N O O O N [V N M 4 Ln N N N O O O N N N m 01 O O O O O O O O O O O O O O O V} 0 C C C C o O 0 0 0 0 0 0 0 C C C C C C C 0 0 0 0 0 0 0 Ln o Ln o Ln o Ln cn M cV cV .--I r-A V} V - V)- t/} vi V)- t/? C O 01 `) 11 O C H V) a X cz H _N cu Ln LA 0) W L1 U (0 a N O LM N M co a_ Attachment "B" TRANSPORTATION EXISTING CONDITIONS REPORT — 2024 Objective To provide the Board of County Commissioners with an "existing conditions" analysis of the transportation system in Collier County. Purpose This analysis is provided to assist in the preparation of the Annual Update and Inventory Report (AUIR), and more specifically, to assist in the determination of adequate (transportation) public facilities and to guide budgeting and project programming in the CIE. Considerations: • The traffic counts are collected on an annual, seasonal, or quarterly basis, and are seasonally and directionally factored as needed to determine a peak hour peak directional volume. The seasonal factors used varies depending on the week that the traffic count was conducted. The Level of Service (LOS) threshold traffic volumes are calculated using ARTPLAN and HIGHPLAN software. Measured volume is based on the 250th highest hour, which essentially equates to the 100th highest hour after omitting February and March data, consistent with the Growth Management Plan and Land Development Code provisions. The remaining vehicular capacity is based on the difference between the LOS threshold volume and the calculated existing plus trip bank volume. The LOS for each roadway segment is identified in Attachment "F" for the current year. Additionally, traffic volumes are forecasted for future years which yields an estimated "Year Expected Deficient" that is used in the planning and programming of future improvements. The Existing LOS and the forecasted LOS are expressions of operating conditions during the peak hours of the peak seasonal day, which corresponds to the same period as the adopted minimum acceptable LOS Standards in the Growth Management Plan. While the adopted LOS standard and evaluated condition must be expressed for the peak period, it is important to recognize that the roadway's LOS will be better during most other portions of the day, and especially during non -peak season periods. The AUIR deals exclusively with system capacity and maintaining the established LOS through our Concurrency Management System. As the system expands, there is a growing need to focus our attention on the condition of existing facilities and the demand for Operations and Maintenance (O&M) funding. Several bridges and culverts are approaching or are at their 50-year life cycle. Over 250 additional lane miles of urban and rural, arterial, and local roads have been added to the county system for maintenance since 2000. Gas taxes are already at the maximum allowed by statute. As the number of electric and hybrid (gasoline -electric) vehicles increases, it is expected that there will be a decrease in gas tax revenues collected. The prior aggressive program to add capacity allowed existing system mileage to be rebuilt and the mileage to be maintained throughout the construction cycle by the contractor. Volatile impact fee revenues and timing of the payment alone cannot sustain a multi -year capital program that provides improvements concurrent with the impacts of development. Capacity expansion projects require a multi -year funding plan to meet the 9- year roadway construction cycle that includes: planning, design, ROW acquisition, permitting and construction. LOS standards are set at the lowest acceptable levels of "D" or "E„ Page 14 of 214 Observations Of the 195 stations (covering 142 unique AUIR Segment ID's) collecting traffic counts in the 2023/2024 program for the 2024 AUIR, the average change in measured overall volume between the 2023 AUIR and the 2024 AUIR was 3.17% system wide. The 2024 AUIR showed a significant jump in traffic compared to the 2023 AUIR due in part to Hurricane Ian and reductions in travel related to closed trip generators such as cancelled activities and closed destinations. By comparison, the system wide changes between prior AUIR's are listed in the following table: AUIR Years System Wide Change 2018 2019 2.13 Increase 2019 2020 7.5 Increase 2020 2021 -2.85 Decrease 2021 2022 4.56 Increase 2022 2023 1 1.54 Increase 2023 2024 3.17 Increase Average 2.675 Increase For the 2023/2024 traffic counts used in the 2024 AUIR, 15 segments reflected a decrease over the previous year (decrease greater than 5%), 73 remained significantly unchanged (+/-5%), and 54 segments reflected an increase over the previous year. Listed below are the numbers and corresponding percentages for the count stations, including the percentage changes between 2023 and 2024: • 1 segment (0.7%) show an increase greater than 20% compared to 2023 • 21 segments (14.8%) show an increase of 10-20% compared to 2023 • 32 segments (22.5%) show an increase of up to 5-10% compared to 2023 • 73 segments (51.4%) show a modest change between -5% and +5% compared to 2023 • 9 segments (6.3%) show a decrease of 5-10% compared to 2023 • 4 segments (2.8%) show a decrease of 10-20% compared to 2023 • 2 segments (1.4%) show a decrease of greater than 20% compared to 2023 Aubrey Rogers High School opened in August of 2023 and the Collier County Public School Attendance Zones were modified. This zone change impacted 4 high schools by modifying the distribution of students and their attendance boundaries further to the east of each school. It is anticipated the redistribution of students will continue to increase travel west to school and east home as more students are impacted by the boundary change. During the 2023-2024 and 2024- 2025 school years, students entering their Junior and Senior years were permitted to remain in their prior high school attendance zone, tempering the immediate impact. By the 2025-2026 school year, the new boundary will be fully implemented. Beginning with the 2026-2027 school year, legislation signed by Governor DeSantis in May 2023 will require modified school start times for middle and high schools. It is anticipated that the start time modification will compound the west to east commute, may affect elementary school start times, school busing and is likely to affect traffic counts. The potential consequences of these school changes should be monitored for future effects on area traffic. By July 1, 2026, middle schools may not begin the instructional day prior to 8:OOam and high schools may not begin prior to 8:30am. Currently, middle school begins at 9:OOam and ends at 4:OOpm and high school begins at 7:OOam and ends at 2:OOpm. It is noted that the Transportation Concurrency Exception Area (TCEA) area was expanded to include several segments of US41 from Rattlesnake Hammock Rd. south to Collier Blvd. Page 15 of 214 Development located within the boundaries of the TCEA area is exempt from transportation concurrency requirements so long as impacts to the transportation system are mitigated using Transportation Demand Management strategies enumerated in the LDC. Note: Some count stations experienced significant year-to-year fluctuations due to construction avoidance. Several segments of State roads are predicted to be deficient when "trip bank" reserved capacity trips are added to existing volumes. Projected deficient segments on the Tamiami Trail East are located within the Transportation Concurrency Exception Area (TCEA), and development impacting these segments is subject to the TCEA's mitigation strategies. Other potentially deficient State road segments are currently programmed in the FDOT Work Program with improvements intended to add capacity to resolve any potentially deficient conditions. Although traffic data collected by Florida Department of Transportation (FDOT) on the segments of 1-75 between each interchange is not needed for the AUIR, because the change in mainline volumes correlates with changes in interchange ramp volumes, the mainline volumes are monitored/evaluated each year for informational purposes. A review of the most recent average annual growth rates for the last 3 and 5-year timeframes depicts an increase in traffic along all mainline segments of 1-75 in the urban area as shown in Table 1. Page 16 of 214 Table 1: 1-75 Historical Annual Average Daily Traffic (AADT) Volumes (Bi-Directional) I-75 Annual Average Daily Traffic (AADT) Volumes North of Immokalee Road North of Pine Ridge Road Northof Golden Gate Pkwy West of Collier Blvd Westo Everglades Blvd Site:039950 Site:030191 Site:032003 Site:032000 Site:030351 2023 111,849 90,376 83,000 49,500 29,848 2022 108,699 89,105 85,500 49,000 28,521 2021 103,888 89,884 83,000 45,500 26,851 2020 90,041 75,323 70,000 39,000 20,830 2019 105,903 89,215 79,000 45,000 26,404 2018 99,582 89,362 76,500 41,500 24,970 2017 97,387 82,348 79,000 43,500 24,968 2016 97,041 80,453 72,500 39,500 24,597 2015 92,399 76,809 70,000 40,500 23,127 2014 85,506 70,332 64,000 36,500 21,320 10-Yr Total % Increase 30.8% 28.5% 29.7% 35.6% 40.0% 10-Yr Avg Annual % Increase 2.7% 2.5% 2.6% 3.1% 3.4% 5-Yr Avg Annual % Increase 2.4% 0.2% 1.6% 3.6% 3.6% 3-Yr Avg Annual % Increase 7.5% 6.3% 5.8% 8.3% 12.7% Page 17 of 214 (0) N V c Z Cl) N Cl) N O CC,)CM N eM Q O Col N O N 'o fA N N N CM E NLL 3, cO E O N LL E R d " aIl "aD Nci N v aaO Ry c a)u a)CU L c o V a) N N U O Gf N O CD - C C N v O OCD CD C N N 2� O , Sisi s !ao Qcu OA - A LO in �c .~ C — V 5 CD IL ° e H CDi 6Z?IS LS 351 N v H �g W 04 b � z y ° 3 6z xS 6z xs '—' N a 0 N E � Y O O p-d scEa}l ducED H LL V .LS Isis ` Os a� L ►� O > 5W F� c 11 ° o P^lflolosaQ Q ' PAIfl sapElS.cang PAIfl sapt[21-g i 3 tpA�!A� I PAIfl �EIo0 n 1002 Z❑E80'l 9 g E ]Eg tms 'd r O U ut¢g kuuoo Lu W ` ry0 a a G J o Pd u Ru,Ai1 7 5 0 cc PH podm,V E ogsAEg " d r `v I $ 9E]3-alJa 00 1 1 .iU q�gaopueA R Nl. z n' M a o m .. w� � If of Mexico aMi N N O OD a) Attachment D 2025 Year Work Program (Dollars shown in Thousands) Project Name Project F125 FY26 FY27 FY28 FY29 FY 25-29 # SUMMARY OF PROJECTS Amount Amount Amount Amount Amount Amount 60201 Pine Ridge Rd (Livingston to 175) 6,224 C 6,224 60147 Randall/Immokalee Road Intersection 16,226 C 16,226 60190 Airport Rd Vanderbilt Bch Rd to Immk Rd 29,751 C 29,751 60212 47th Ave NE Bridge 12,265 R 27,980 C 40,245 60212 Wilson Blvd South Bridge 2,615 R 2,615 60212 13th St NW Bridge 7,855 R 7,855 60212 62nd Ave NE Bridge 6,275 R 6,275 60212 10th Ave SE Bridge 4,535 R 17,677 C 22,212 60212 16th Street NE Bridge 24,853 C 24,853 60228 Sidewalks -surtax 4,713 C 4,713 60198 Veterans Memorial PH II 1,300 D 10,131 R 4,716 C 16,147 60199 VBR (US41 to E of Goodlette) 10,629 C 10,629 60129 Wilson Bonfield (Lord's Way to City Gate N) 1,000 A 750 S 1,750 60144 Oil Well (Everglades to Oil Well Grade) 7,174 DM 56,522 C 63,696 68056 Collier Blvd (Green to GG Main Canal) 36,502 C 36,502 60263 Everglades Blvd - VBR to Oil Well Rd 5,578 DM 11,330 R 53,452 C 70,360 60268 Immk-Livingston Flyover 3,640 DRM 500 R 65,452 C 69,592 60259 Goodlette Rd (VBR to Immokalee Rd) 400 M 26,502 C 26,902 60229 Wilson Blvd (GG Blvd to Immokalee) - 5,945 R 5,945 60249 Vanderbilt Bch Rd (16th to Everglades) 5,020 R 30,231 C 35,251 60264 Golden Gate Parkway at Livingston - 6,000 DA 6,000 TBD 1751mmokalee Rd FOOT 40,000 C 40,000 TBD Santa Barbara/Logan 6laning 12,255 DA 12,255 TBD Immk Rd Livingston to Logan Paved Should 1,500 D 20,498 C 21,998 TBD Pine Ridge Rd (Shirley to Airport) 500 S 500 TBD VBR (Airport to Livingston) 431 S 1,500 D 1,931 TBD VBR Logan Blvd to Collier Blvd 500 S 500 TBD VBR Imp Golf Pavilion to Vanderbilt Or 431 S 431 60016 Intersections Improvements Shoulder Wide 583 C 165 600 C 2,600 C 850 C 4,798 60231 Oil Well Rd (Camp Keels Rd to SR 29) 750 C 750 C 750 C 2,250 60253 Immk Rd Shoulder Imp 1,200 C 1,200 C 1,200 C 1,200 C 1,200 C 6,000 60225 White Blvd (Collier to 23rd ST S.W) 2,800 C 2,800 60272 Livingston Rd at Entrada Ave 1,500 DC 1,500 TBD Immokalee Rd at Oil Well Rd EB Dual RT 1,400 DC 1,400 TBD Pine Ridge and Napa Intersection Imp 1,700 DC 1,700 TBD 23rd St SW at 16th Ave SW 2,200 DC 2,200 TBD Oil Well at Desoto 785 DC 785 60240 Traffic Calming Contingency 290 290 Subtotal Capacity Improvement Projects 99,419 1 1 199,954 1 1 196,133 1 1 64,540 1 1 45,035 1 605,081 Operations Improvements/Programs 66066 Bridge Repairs/Improvements- 161 6,000 6,000 6,000 6,000 24,161 60130 Wall/Barrier Replacement 1,500 250 250 250 250 2,500 60131 Road Resurfacing 1011/1001 10,000 14,000 14,500 14,500 14,500 67,500 60077 Striping and Marking 800 800 800 800 800 4,000 60197 RM Facility Fund 3081 500 500 500 500 500 2,500 60090 Traffic Signal Timing 500 500 60172 Traffic Ops Upgrades/Enhancements 1,441 2,110 2,000 2,000 2,000 9,551 60260 Mast Arm Painting 225 225 225 225 225 1,125 60118 Countywide Pathways/Sidewalks Non PIL /LAP 300 2,500 5,000 4,000 1,000 12,800 60037 Asset Management 250 250 250 250 250 1,250 50285 TMSD Building R&M 100 100 60265 Median Maintenance 9,782 8,000 8,000 8,000 8,000 41,782 69331-339 District 1,2,3,4,5,E Sidewalk PIL Subtotal Operations Improvements/Programs 25,559 34,635 37,525 36,525 33,525 167,769 60085 TIS Review - 250 S 250 S 250 S 250 S 1,000 60109 Planning Consulting 500 S 500 S 500 S 500 S 500 S 2,500 60163 Traffic Studies 100 S 300 S 300 S 300 S 300 S 1,300 Transfer to 2023 Commercial Paper 478 478 Impact Fee Refunds 245 200 200 200 200 1,045 Debt Service Payments 13,417 13,417 Total Funding Request All Funds 139,718 235,839 234,908 102,315 79,810 792,590 REVENUES Sales Tax - Impact Fees Revenue 24,827 20,000 20,000 20,000 20,000 104,827 COA Revenue - Gas Tax Revenue 25,100 25,100 25,100 25,100 25,100 125,500 Grants/Reimbursements 3,770 9,844 985 14,199 5,795 34,593 Transfer from road funds to 1842 - Transfer 0001 to 3081 9,660 9,660 9,660 9,660 9,660 48,300 Transfer 1011 to 3081 14,280 14,280 14,280 14,280 14,280 71,400 Interest Gas Tax -Impact Fees 4,346 2,500 2,500 2,500 2,500 14,346 Carry Forward 3083-3081-Impact Fees 39,208 39,208 Potential Debt Funding/Unfunded Needs 21,136 156,480 164,408 18,601 4,500 365,125 Revenue Reserve 5% (2,609) (2,025) (2,025) (2,025) (2,025) (10,709) Total Revenues 139,718 235,839 234,908 102,315 79,816 792, 590 Grant Funds for Projects FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 Immk Rd CR846Shoulders 985 985 985 985 985 Immk Rd at Livingston Immk Rd Liv to Logan 750 10,214 Goodlette VBR to Imm 2,750 VBR Airport to Liv 431 Airport VBR to Immk 4,928 GLGT Pkwy at Livings 3,000 Oil Well (Everglades to Oil Well Grade) 2,785 47th Ave Ne Bridge 4,810 Totals 3,770 9,844 985 14,199 5,795 Kev: A = Adv Construction / S = Study / D = Design M = Mitigation / C = Construction / R = ROW LS = Landscape I L = Litigation / I = Inspection AM = Access Mgmt / LP = SIB Loan Repayment = Proiect constructed with funds appropriated in previous vears **The 5-cent Local Option Fuel Tax is earmarked towards debt service, bridges, and intersection improvements. Page 19 of 214 O O O O O O O O O O O O O o O O O O O O O O O O O O O o O o 0 0 " O Ci C Ci Ci C Ci C O O' 00 r` Lf) O I- O O O (0 Cl) LO O N 00 C\l V O N O O O V OC\l O 00 O V O Ln 00 U) M V M Ln r` M N 00 N 7 LO M 7 It LO O Cl) O � O n M M n M I` m 01 LO O O O O O O O O O O O O O O O O O O O O O O O O O' C O ' O' Ci 0 C ' Ci 0 Ci O O O_ O CD CD C) C) C) U') C) U') O_ N ON _O � N (fl N O (O N LL LL O 00 O) O O LO 0 7 N LO V N O) LL n I- N N n O O O O O O O O O O O O O O O O O O O O O O O O OO O ' O' 0 0 0 ' 0 0 C) O O L6 O Ln O O O O 0 0 Ln L() O 00 N M C)(O N LO (D O M N N N O U) a V N V 00 N N >- O O N N O LL O O O O O O O O O O O O .� C) C) C-) C) C) CD C) CD CD CD CD CDO O' O O ' O' C 0 Ci Ci 0 Ci O O — _0 O 00 C) 00 C) C) C) C) C)U')00 U') 00 L 0 'O C) CD I- N C) a) C)O C) (O 00 C) N C) N (D NU') a) 'IT C)O C)03 C I,. N M O N 0 7 N N -,: w +--� -O LO N M N cli N O N O O) L LL !Z > w U U)C C i >O R O C 'a sZ O CD O O O O O C)_ O O O N U 7 w O CD O' O O O ' O' O C)O C) C)O C)O 0 0 0 ' 0 0 0 O Cl O U W O O O O O O O O V O U) O a E 'O 7 0L N c m Cl) O co O O (O 00 O V 00 N M E O C d N (Cl N M O (O N Ln M V O 00 O Q N O U) Lf) C) LO O 'IT NM CO N U) 4 E C_ LL N co N N N co N E 2 L co C ad U O U O E N LL o a Q LL a) 3 .S LL OOO O O OOO OOOo O C) - O CD CD CD CD C) C) CD C) C) CD C) CD C) C) U) 0 0 0 0 CD CD 0 0 0 0 0 0 0 C) C)w m (o r_ Lri lf) V C r-: N o 0 o Co o (o of O (O 00 't r` M O o C O O 0) C 0) N 00 (O N M r` (O U) N O^ a 1 0) >- (D co O 7 N LO 0 7 7 M N N N C) C) 0) Cl) > O- 02 LL � m a x N M w 7 O U) U (D O a) c E L 0) U @ v 0 0) w N O O (0 N O (6 � N 4 Q @ > N U � _ 0) O 0) @ N N .O a 0 R QD) N a L t) N 2 Q N () co O -0 w 0) S w O O 0) 0) co a� (o � U L L U U uj m O = m v ° N E R C Q 0 LL U (D OU Q y E E co *..r _ L L — S 7 m U -a �- O 0) p) C 0 y i Q Q) 01 L 'a w� N L f6 _ -Q >i 0) f6 Q w > 0 w °: L 0) O O L� O 0 .a O L 'a N U) O) Z U) C (OD m O. C _ E Q L T LL L M a i O ✓ > COi> Q: !-' H O y m m 3 w@ to °) L y U r C LOC y o N L LL 'O a> 4 V (Q) y y 7 C a LO O. ._. (D O O O C o V C 3 C E 0 LL LL y 0) fn C m E C 7 O LC6 E d 7 C O) 7 C K L 0 m U (p �= to N > D E H Q (D LEA 7 m LL La O 2@ co 0 O N i 0) C 0) O 0 E C d C �2 L 01 C O- U p � a7 d Li O' LxE Li V L L N 0�1 o N Q LOL .0 (OD d '6 ; C Cl W Cl Lx6 fn w w N V) C C d' 3 E j C H U) to 0 +-' 7 O OL x O m U m 0) i i �' i C 0) O m U) 7 C U U L O_ E aLU E co �ot7oHH5C9ma a) > 3 a (°a d F i R i WN N k N k N N N N N k F1 N N N k N W N N N P7U QU L1 LIU R]UCG FC 0.I000A W W W V AAw V A V V V U W �[gUUOAUgU W wQw e e e e e e e e e e e e e e e e e e e e O e e �n �O e e �O m e e N h e_ e e �n o0 e e N Q e e O O e e O N e �D M e P � � � O O e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e ......................... 0 0 ... 0 0 o 0 0 0 ... o 0 N T .. a O r Om O T. W N b b O b N 0 . 0 OQ O O N 00 O O 00 . 0 0 r W 0 0 0 O O N N O O O C O... 0 0 0. 0.. 0. O O V O N O 00 O O O. 0 0 OQ . 0 0 0. O O O O N b 0 V O ........ 0 0 0 O O 0 O o O 0 T� ................ ........... T O l- ' ON' ON' N' N h v1 Oi 0 ........ 0 ............... O -+ Q N Q O N m - N W 0 0 0 0 ........ O m N b N m b O N m N' Z Z Z Z z z — W z � W W W W W�: W W W W W W W z z z z. W z z v Z Z Z Z Z Z Z Z Z A W W W W W W Ll Ll q A A W A A A W W A W W W W W A A W W W W A P W W W W Ll Ll W W W W W Q. °�ooM ��n M�ooMmoowoowawo .. N � � N r� tatl tatl 'O s p C4 o P W .o C7 moo, Wo F p' ;y a a C4 o fA I�°, W fA 'd c c� ,b °- 'ro " a E � ° = .. ° a3i ❑,4 .° :� y '� ° .4 :y ro � a a v .= b b b a v b b " � ''� >ti o 9 q a ;- o .9 �oac���»c�ac5c�c�aca3 �nA >o`ac�cea]a�xw¢S�cS3 x �¢a��U ca e u a o 9a ° m a .p3.q� i0 a° q� m o a F � w t o o a° eu m a g a N N xid o ma o� oF� o .F....F... a o r ° 0.1 r1d �a ° (q F Ri `� �x y W a a C7 `� > a o y C� �a� a ° l7 l7 o F y a�>Oa. u s� r� q 73:3 p'r�p¢� `.S UhaU a° u >(7wUC7 9 a a° 9 a o o o o o o o o o o o xxaaxaa r r r r. t. r °�xca o `" q ° °1 mmwwmm ° ° ° ° °c�c�c�c�c�c�c� °q' °q' °q' °q' °q' °q' °q'�2v22 � � � � �m occccccaacawccwwww y���� 0 0 0 aaaa���U3UUAAAAAAC7C7 0 0 0 0� o '�Q 7C7C7 'OQ 'OQ 'O 'O 7 7 O O 7 7 O O 7 7 O � 7 J � 7 i iUUUUOOODU . C C 4G 4G C C Ki ai fk W 7. R: P: pQ Ri �i C F4 F4 C4 F4 0.5 C4 U U U U U U U U U v� vi vi r� vi vi U U U u u U U u u U U U U u u u u U U U u u U u u U U u U U U U N U U N U F U U F F W U W U W U U F U U F F U F U F U U F F U U F. F. U F. U U F U U F F U U F F U F W W U U F" F. F U U U U U U U U 3 U U U U U F F z z z W W W W W W W z z z W Z W W W W W 0 0 0 0 0 .-i N O O O .-i N O O O .-. N O � O Q N Q u lam. N N d d F eq eq eu eq kN N N N N N k k k N N N k N k N w N N W W W W w Q Q w U U Q Q Q Q w w w Q Q U v U m U W W U Q Q U w W Q Q w Q w w U Q ca U U U W U U e e e e e e e e e e e e e e e e e e e e e e e e e N e e e e e e e- e e e V n�A ooaa "anhnnh�chvhwa�o ,., ,., a�cav�c �n Min N h �A O D\ D\ 0 o�nnM�� M 2 e a e r h e e a e e n a e e e e N e e n N e e M O e e n� e e e e e e e e e e e e e e e e e e e e e e e e e e l� .ni b a V V M O N N 0 0 0 0 0 0 0 0 0 0 o 0 ............ N N N -+ o0 N 0 0 0 0 0 0 0 0 0 ... 0 0 0 0 0 0 O O O O O. P O O. O 00 O... O. 00 O. O O.. 0 0 N N m T r 0 a. O b W T V O N. O O V O N O .O 0V 0 0. 00 00 0 0 0 0 0 b a. N O V T V r 0 N T o00 N O.. b 0. W O 0 O O O 0 N N O O 0 0 n D\ O O 0 0 O O o N O O N o N O 0 0 0 0 0 0 m T W 0 0 0 0 O O� 0 0 0 0 O O 0 0 0 0 0 0 0 O 0 0 0 0 O\ O\ 0 0 0 0 O O 0 0 0� n N 0 0 o( oc 0 0 o o� U O� 0 0 M���� 0 0 0 0 0 0 o 0 T Q\ 0 0 0 0 zzzw w w w w w W W W W W W,Z-Z,Z,Z,Z,Z,Z,Z W hzw w w w w w w w w� ww w zz Q Q Q Q Q W w W W W W III W W Q Q Q Q Q Q W W W W Q Q Q Q Q W W W W W W Q Q Q Q Q Q W Q W 'a p .S b O .� E m N N N F 'd 'dq ... N N R O A N •�S id '3 '� b 'O s0 3o. 04 a5>a>a b � " Fr'e bb 'Oar, Hu° 04 -All �UA7]Uo' .l.L.�-U30U>a:.a>w UQz a, OU0C7a.L lv`i 7 UUviU Up zzzz�� ���o00000000b���00000 A A ❑ �;xxxxxxxxx o .-.- xxxxx a o0000o >oaaxxx .o .o .o xxxx H 0 0 0 �����000000000 'o U .o 0 UU= =.�is.g-.g- q2 q2 p2 8 e4 I. mmmmmy� eo'S 1�-1 �1 q �1 �1ZZUOv�wwwwwa. Q��aaaaaa,o, aaeaaxxaaazUUQ h vvvavaaaaaa zzzza a aaaaaaa,h aaaarzrzxxzzzzzz h�o �o �o �o d y y U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U F FFFFF �U. FFF�U. �U. FFFFFFFF FFU FF WW WWF WW zzzz�Z�Z W WUW h I I N �G O O l� GD O Mvvaavvvvvvvvvh h�o �o �o �o �o �o �o �o �o �onnnnnnnn Q N Q u O N N N m IL ¢ F i N N FX W N W N N w La [t N W W V P7 CG [q [q Up7ggCGwUwq U WUwwwUwq V U V V UUq W gUUmmUwww W COq e e Pe� NV ae� aeN eVn Ve�D Oe NeD\ MeT a�D -t` Veb eah\ eV0 eMO VeN eN0 .eh O e� em00 eD` eM� Vbe eMW eiD C N-� �e- 6 OeVl� 1e16�G6 16 fV+ �eM� VeVt` NeO CeM� oeht`0 TeV Ili .11F T i0 b N0 I N M� O� �. N lV M O O N N O O O O o0 V C b e e e e e e e e e V V e e e e e e 00 e e O O e e �n e e e e e e e e e e e e e e e e e e e e e e e e l� h o0 V T '+ O h C �DO� a M �D O O M O G O g C O O V N l� N 0 0 0 0 0 0 0 0 0 0 0 � 0 O. N M O N O O. 0 0 0 O O .� O O V � O O � O O ry •--� O N O 0 0 O� O. O. O. O. O� 0 0 e a a S l ....... M 0 ... e ...... 0 ....... e o o v e 00 0 0 0 0 ........... 0.0.0O0000 O ........ O ......... 0 0 0 0 0 0 0 O 0 0 O O 0 0 O O 0 0 O O 0 0 O O T T 0 0 O O o0 00 0 0 O O D, a 0 0 O O O O 0 0 O O O 0 l� O O O 0 0 O O O 0 0 O V 0 0 O � 0 0 O. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 zNzzzz3N— —W wwwwwwwwzzzzzwwwwwwwzz3wtiwwwwww wwggqqqqqqqwwwwwqqqqwwwwwqwqqwwwqqqqqqqqqqq I pp pp q q N � b c cd La � o cC E' FFrL° .o Fyy .o m �x79 x O C W g q A A W Oj O LL R CG G itl z aM a ba��rn :gg3 N° Pe¢riHc� b 0 9 z° w°' � F'� "" rn t rnU ° W C�—�s � 3 o.�'k'D y o N� C �W❑❑ �.�' a s�` `� � o'!_�' '� �c ° a q h om0 fC r 3 N '� CC ti N CC CC U N O R K O ���++ � 4 N V O .� P+ � W a a�° h O C S �tl O OO O'❑O❑ 0 0 O p� .i°i c°4gaU.�OU Ux q xHU 5�� Q'i 3 »wc�gc� 'a .3 M, U> wao '¢3 2 ro z Fm 4 � 4 '� q-•-�-�-�-�-�-�-c4 i° as F`e .1 F` F- ��' .R FFFFFF .s F`F` .s > 1 1 j a i I a a i 1 a a 1 a A N n N N N N N N N pp .pp _ .F .q A a E 'Op t 9 9 'pO t'❑O '❑O '"' rn W. rn rn FC FC m m FC fC m m CC CC m m w m vi m F F F F F F F F F F F F F F�»»»» 3 3 3 001010108 [y tryy lryy lryy lryy lryy lryy lryy N Vi vD vi vi vi vi Vl Vl Vl Vl Vl Vl V] N Q/i N N �i �i N N fr �i N �i �i dr m �i Vl Vl ai ai V1 V] V] ti ti ti ti ti N F7 'q 'q .7 .7 .7 '.7 .7 '.7 .`J o-7 rv'7 .ti- U W W W W W U U U U U W U U U U U U U U F w U U FFFFF U U U F F F M F F U F ZZZ F F F F 33 F zz F F z z zzzzz z O l O O O� C l w O O .+ CJ O O O O O O tb O O T O O O T T N M 0 0 0 0 0 0 0 0 I 0 N O N Q u B 2}k� .mil. !/!$ K ! ) k o m m m 0 o 5 @ m o o -0 LL N U LL LL Q O m m m C o' C C Q 3 LL LL c L a c m Q w W .d c� c°, c d O c .6 a E a E N c W 0 a @ @ L N@ >' m 9 E E N w w C n `° m >> 3 O o' E d w .0 6 fYl fYl m E @ o in to 0 0- n a 0 w NNC Nd Na LLQ 9 m tN. O >Ovmi C ON m C NO N w G@ Q co o O mr o0 3 3 m d y O_o o v o Q Q Oami (L NmpE o o E !` y a o d v c o m o `o E 9 @ D3 'Nonco u 'onc4o o my U o m Z 0 > 0 0 U o 0 m —m. > 2m m.m>m UdOmo cQdENnn y@carn o m O o aOo E L°m=-.2. O t LD o w d j o C -E pLL00' a V0 n a 0 m 0 5w0. v o N a Om Om Q Q Eo E i0 39 0 U E c L'o J W ao U H `o w o E�m�m d d L'm J LLm r U 2� m �j a at atmmo F '0 ..o <60 oc Um o 0 o Q Uc Uc oy 3 3 m a8> 3y o2 0 0 0 0 o d o E 0 2 0 2 ym m ym m oa m2 r o C o m U o'o �'�� U rm o« o m o 0 2 o E o E o U N o O O m N E N E O O Z Z `-' N N N QQ �yf Z L o U O O O O m 0 J � T C @ m J N O O j> O O ?> J Tf W L �' L �' W O N E E H L O C m o m J m J J J OTf c c O O U c O c _• O m c L_ c L_ c L_N F E O mC Q L_ L_ O OT( O O O O U W J yi U U U o U 0 LL m LL .. m LL .. U> 2i } >> LL O LL 6 p >> Z N U W U U U U N U N m m m m m m m m m Wo y O N O N w O N O N x LU W O N p N W W W W W W O N O N O N m 6 F + y o N m o m _ C C _ O C O c Ol c m c O) c O) c W C O1 _ OI _ W C W C m _ W _ W C W C W C n m X X X @ X m m m m X X m m m m m @ @ m % U W G W W W W W W W W W W W W w W W W w W W W O W Q U < F- O O O W O O O O U U U O W U O O O O O F Q U Z F7 W Z Z U F Z z z z Z F7 Z �7 Z U F F7 Z Z Z Z Z Z O W m m m E y O W O m O M W T N O M N N N O M l0 O o aD O t0 O) tD N O I O W r OD N V O .O c > N E z y E N N � N N Y q q M n N N W r N M c .N � U LX W N N Y C m O. H N N A N t0 W O N O � tD tD N ^ a 0 o! Y a 0 � Y E T E a > E 3 a v E m m m m @ m p m d — 0 E m Y m m m w Z m m H c a y m m F m c m a m m p @ N m i0 m N O > > o n N N « O E m d p m N O E 3 i U m f6 3 U 3 O N ¢ = y m w' o O m E T m Y F md m a >J a ` ` `a o o o O N O of @ LL m o � o m o m (n C o O N a mO o 76 m ON U 0 1 o a c .2 o E OI 0 o (DE o o U J (D O n D U > > J t (n J J Q > W O O a s L Z mc a mJo 9A@ o m «m m (L «m ` ` 0 oNNN '` m o a> o J J J o o o Of mU7 a m 0 o a o 0 o E E E 0 0 0 a rn F F O O O m w> mm @ m J y a @ O N O O N N yO O O O N O O O O O O O O u O LO N 1) LO co a Q W Q Y w O O z C N N N N n 3 y m dco m r LL c d N l6 Old J C E � N E E E E N } w f m $! ql w v m d Q' i6 Q m LL o F � ._ m E E ° a a E o' d '� m o E a E n y E a d d O E d N Enm+ t d d O U 3 (6 % >O , U— N C d >` N Q (.) 6 y lip d m N f6 W U U Q y T N .= 3 Y w p> U O N O N c 9 02 1d '1 u c of o. o a H ? o> E- a 5 d d 3 d y d E m E o d o O a m O 16 E o aE-7 - O o « « d E Rc O o£E o0 maci c cl �o g 0 E o E aci E ro ° m Um o _>• cad �°a� o g m E Uo $ v �� d2 0 o aO1i - y 7 d N N y d d C NO L LL d da. N 0 } .LILY N.O N tLL U 2 •E- r L 0' 0 ° U U o U � QQ y r QQ U c Q p m a c m m w L) £ E ~Oul IL d 0} 2 2 m � Q o6 d ~rdnmc 3a- a3 20 oc o .. 0 U .. U .. y m U. O C V d o f o C O U¢ C C o 0 3$ .= d o c c g ._ Z E m o o E o w o o w w r o¢ E O z w d d o o m z d d E w d z d z d o £:? C zoro E and d �o d Qd' £E .Q =� d L>_ C N L_> '�L>� a Nd- C d '"' Y Ol L_> Ol L_> m 6 F U > >i E. U U >L_ > > >Q LL.d�. >L>_ >J E U O Cis >L>_ > 6 >d' >L_ > > U r C d� U J d O N M M O M M W N ap N M tp N c0 N r N O M N N N N O U u K y! w N N N N N N N N N N N N N � a O d N N N N N N N N N N N N N N N m G WLU m U °z °z °z � F7 � a zz zz N U w W w z z z w z z N d �= o � G \ 1p l0 NJ i0 � M O OJ tp N l0 N 10 OJ R O `LdI C 'q E R LOO N f00 n (O O M O M O N t � U 3 � C 'U Y C d m F O O r W M N N O O O N d u d 0 IL H a a a -a a v a 'o m of o 'o m mo' o m 2 m � m a rn rn v J U O. 0 a J ^ fn fn J J J J O u a > d � m 0 d a > 'o m d a d o m a m o � m y a a � o m a >d d o m m w K ro O a K o v K of o c7 0 2. N a d r °oa N 3 `m r a r a rn c m a col a ¢ 0 x a a a a a a a a a o a o 0 a a > d d d a d > d > d > d > d o It o w o x o x o m m co O D. Udr O co O co O co O m d a(p d d l0 Y N 'O 9 a a a d d c d d d o o o d E E E 4 d c d c a a d o C7 (� U U ci E E E z a a > > w> in `d d d J } 6 d N N M M M V V O V O N t9 t0 �� Q W N u @ 3 > E a a a 0 O O O @ @ a a a 0 0 >o >o >o ¢E aE d d o v2 o v2 :? o m m c w m E 3E 3 U d 3 3 j c 3O m m a a a 3 3 O d r d l6 N N N N Ey d. i Z. T m m m d E m m y@ 6.6 y m@ a .- _ y m d @ d @ d E m 'v Q Q m m m m m m t c d m E a d v d > aE aE aE o n o @ o @ o m `m a o m o m `m o uc «° Oy t mo oa no °o °d L° au o d ¢`d op d E@ a 6 E E E n mm dd o On g` On ° 0 On On ?°o o ma@ 2n@• dOa 2amn@ o mme > @ o mm mm mm ¢ic. mm a@m fg o 0 0 ammN U d U d d d U U '.9 o tS = U jc> d m ao E - j .o a d d m d U d t d d co •• U c a? a °i°1 �'a c nt co U t c a c a c a n d N d N w C < U L' U U 2 L' d go ~d �'� Oo U a d o �° o C° n a H a H H > a > a U r 0 2 Cl@ � o a LL O U H H O O O O O O 2 d � m a 5 . m a c a O N O O O U d R ry LL LL LL cl TC `O =.d O_ C U .CU U .C'C O E 'Cy y0 @3L U J CO .O O w O w w O O oo Z O o O O E o rm W OOC OOC OOC OOC OOC w E 0 d d o d d d o d o d d o d d o d F d d o d d d d d p o d o o d Y C ` O L '-' O L m l6 L '-' O '-• 'oO U L O) �i `• 2 O CO U `N O T( `• 9 r O U co L e @ �i L L O U L O L O U '.C-. O '.C-. O T( '.0 'o O T( ' .E O ro a U U a LL U w .2 3 U U U W U w U F a O J @ d d n fh O M O N O N O M O N O M O M O M O N O M O M O M O C p y} W N N N N N N N N N N N N N U A @ O d M M M M M M M M M M M M M M M M M M CN O W v N N N N N N N N N N N N N N N N N N N m w ¢ U ¢ U ¢ U ¢ ¢ ¢ U ¢ ~ O O O O U O O O U O O w O O O O Q z F W z F7 w � w z z ~ z z z z ~ z F w Z z U F z z z z 0 M � Ci w M ao l0 ro O m N co V M V M Ci M N M M w O rn N rn O o 1� rn LO r lD ro T ro W m 0 T , � � T C r •3 � U d M1 Y .O C •d n 0 ~ O l00 O O LOO N N N N � N O � O) M � c0 M d U d •O @ a jp v o K d d m .o N >m F a @ o a @ d m a u @ m m @ `m L d - '6 W 'o a m E d a> @ > a @ d o m c m m - r m m z @ m m C w O m N U' c U O m A = V N = m @ z N O N L m N 0 U ¢ U C C� ¢ rn J c > to fn (n U to m a @ O @ T O O E c m m m 3 LL d m ° m rY m E = a @ a twit w o K o �. O d - Z 0 o fY p d; `m LL y Z d o 'o °a d 2 tr o m d� d Y ° d ¢ m 'v d J o U' «• m a 0 c o E Z U' T x > Y m m � a ` > = a > = a @ T a a > a > a > a o a o a a o w 'A m m m° = 'o 9 a d d m d K tY d m tr @ K ° 'o m @ U' @ c7 m ro m m Y d s o m d iq v @ o tr F E a @ U' @ U' o @ ao c c m m d o o m g N N c c a a d E a a E' a o@ c0 ci E E z a of w Of w 0 W> YI A @ d J } 6 @ h G A u T z V N c� G ATTACHMENT H-2 Hendry County line zs SR o<e��o 82 Got�e z- rn N - V 29 Westclox ST- *00 Lake Trafford RD 7S. ♦♦♦♦ 51 Lake f0. Trafford �Q _ � IinunakalBe -ervation Immokalee RD J lb to d N ; ❑ L W W+E S N Y Legend C � Existing Deficiency U Panther Projected Deficiency < 5 Years Run Coif Projected Deficiency 5 to10 Years ur. Capacity Improvement Project Oil Well RD CR 846 E 846 846 D w U) TRANSPORTATION MANAGEMENT SERVICE: PROJECTED COLLIER COUNTY DEFICIENT ROADS TRANSPORTATION PLANNING 0 0.5 1 2 3 FY 2024 - FY 2034 w Mile ae �ury��azaa�Po 19 Page 29 of 214 E m @ O a N m H U �o N O N M N M O 0 V O O V O I,T M O O O CD co M N M M (D II1 CYJ O � O O co m N No N O N 7 «7 � V O m O co W V MLO� V CD M O M CU M 6 V V 6 V M N O 6 I- 6 CD M CD I- o N U = J � N N M N M O� W I� V O co V V O I� M O U� O O I` M O M N M Ln (D dJ O O W m N N O N 7 LO 7 N m m c`') W V Co LO N CD M U� �2- M CU M 6 V V 6 V M W �2 6 I� 6 co M CD I- W J M d O @ V V (O CD CD CD V N O V V CD O V co CD CD O Nt V Nt CD (D V J rt+ N N D) CO LO CO M O CD CD d' CD LO W N N = y I� r r- O (0m N M N O N N- (T CX O- O O O O «7 O W O O N V N N 0� O O N- M I� V O W fD M J `.L O c6 I- O O V N V V O (D O CD CO 10 O CD O CO N M I` d dJ W M V O I- C9 O CT I- W u7 O I- V Lq O C� O V 1� r CO i V O O O O 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O Y a -0 `@ 2 -a -p m a 0 -a -p Y @ c L) @ -a -p m a>i -0 3 -0 0 O 7 o @ D O m > @ > > mO a @ 7cp Y a@ >> op �> m m m == o 20 0 0 0 a- o � (1) aoai Ej= H (n m @mmm Lo 0 o n m m m pU m0 °mm@ omp C @M@ U"O "0 p Co @ U c U C @ @ @ CC m -m U @ U U �@ -p 50 J @0U U @ @ O U m U cn c cn -p @ m 'O m "O m "O m 0 0 Y @ C (� -0 -0 @ 3 -0 O m 0 @ 3 -o > o a>i -0 a>i 3 a>i 3@ m 3 @@ a @ a> m Y m 0 O a o CO a O 00 O 00 o> a .c c6 o of o@ T a a o lY o>@ m N a a> @ N £ O m @ O O @ @ O O @ m m p y0 CO p0 (U 00 LLY O=N cn co fn of "O .� CN @ @ NT 7 O m @ J @ @ O N C C J J @ 0)N NC = 0 C C C a U d d= O C (� o J 0 co U cn T @ T @ T @ 0 0 0 d a m a m > a m > 0 m > 3 Y 3 Y 3 Y o m > a @ > 0 m > 0 m > 0 m > p @ > 0 m O -0 @ O p po -p-0> 7 o°° 7 7 a-p@ m> 0 0 00 222022 o m a Z D p O p O p D p (U (U N 7 O D O D O D O D O 7 O 7 O C O C O @ O "6 @ O "6 Q' Q' O @ m @ m @ m @ O) "O y Co Co Co CO M @ @ CO CO CO m m m fn y N O a a n n n - p O O O O o 0 o 0 0 0 U U U J J J a a @@@ F- U) U) U L C d O (� (DO 17 N N O O O N N M O O O I? N I? 0 0 o CD 0 O w, V CO (O CD O N I� N N N M O) (O I� co O O I` CD N fn N N N N M M M M M 7 «7 CO O O I- t` I-- I-- I-- (a a W E d m H U �o N O a7 r O 00 O N 00 N 7 M CO LO O O O M N LO O O N O (O 00 V 00 O M O O M M O O N N II 00 r (p LO r (p O O O O 0) N 0 0 0 0 0 Lq 0 0 0 m (fl (fl m O M O O O) r I- O v r-. m M M m N r N 00 r O r �2 O r (M V O �R O O) I- o0 N I` 6 .O LO N N N N a7 = U_ N J � N a7 p) N 117 (p LO N (p O O O 00 00 LO 00 O M r 0 0 0 0 O LO O r r M M r (1) O (M O O O r O r N 0 M a) I� O) r M M 6 N N 00 V N p) N T (,.) (M V V N� 6 6I� 00 N I- 6� 6 LO (M N N N W = m N J M a) C m V' (O (O N V (O N N N (O (O (O I- (p (p (O N 't (p (p (p (p (p (p (p (p (p N V V (O (O N N N N N J w = h 0) M LO N O O O CO O M U? M LO O O h V h V (O O) O I� M O) O N h LO CO V O U? h (p O d7 O r- (O N LO LO (p N V V V M I- 00 O V N N O O N LO O) V LO O In M O JN r r r O r r O r r N r r M r N r O O O O N r r r r r r r N M r NLO r r r r _.L O C6 N LO M N M h 00 't O h LO LO V 00 O M N (O M N O V (p O N Ln V N (p O M LO (O (O d LO I- r-7 r-7 LO (p N V [-� O O O O LO O LO LO I- O N O r O O (fl t` t` O t` O 0) (p LO V LO I- ` U O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Y � a Co Co 0 o-0 o m -0 0 _0 0 E af E m o °� '� Y°° a m O m°— 0 '� a a a O Co O o Co '� ° a a° '� a o t U O t U ° ll' t U Q O cr t U QL �, C p U 0' t> U 0' O m0 y C 00 N m y ° 0) -° N m N ° a) a) m-0 .. F _ E fi LL d' O LO r U ca 0 m U C F E LL (n O m U a) 0 m i a) F E �� LL O LO ca> Q F 0' C ° m m -6 m w o U rn— Y— -6 ° m T 0 r 0 0 d Y— m -O_ m O— y LL m 0 w a m o -0 E a) ° c '> o U w N t ° rn c y c 0 LL w E w a) n c y 0 w ° O c O a) c m m a E a) a) � m ~ fn a > E _ a) m ~ -° a > cm r m F a> a O 0 J E -O a J J m) E -O C7 d O J O J M O (D O m U _ m ° O — co ° O > > > > > MUm ad cc o aLL o o o 0mo �>>> O U O O mm o d' 2 ' 0 Co -J' ° aOy Of Y Nm a O Of O cO o mM Q o Ew r F m E° > r° r ° LLm rm° com 0 Y 0 -0 o om, a Yo m E m 0 fl 0(n U c o- w s w E 0 fl 0) c 0 U ° c o o fl E m E m r 5 m m -0 Q; E E m U~ m Q m 'a, E° 5 m: Q .> a) 'o, °� Q E E i t C� >~ 00 J— E V O J m) E (7 (D ~ 00 J J> O U U a U 0 j j �ID j O C7 m m m s t s s m m m m m a>> 0 0 o Z Z a m -0 m -0 m -0 m m m m a m m m m r o r 0 r 0 r 0 r 0 o 0 0 0 o >> m 0 0 0 m E a-,-,���> m O m O m o Y Y Y o °°� a 0 0 0 0 o of 0 of 0 v > 0 0 0 0 z ————— .� z .- z .Fa z .F z s 0 s 0 s�� 0 0 0 " p` p` 0 Of 0 E Z d d o a o o c c O d d d d Fa co m a m a w w w -C LL LL LL d 0 > > d m a) m m m m m O O O a a, -O rn -O rn -O rn -O ~~~~ F m m m m m m LL w O w O n n n w w w t t o 0 0 0 0 0 0) a 0 E E E E E m m c m m rn Q Q Q a a a ° r r E E E E c '> c '> 0 > O m c m c m c m c m m 'E m 'E m m `m `m `m m m c m m m U m U O O O U' r r E E E E J J J a a a a E m m m E m E m O O O O-o>> O O Q ———— F F F cm >>>>> cm cm cm 0 co O ca O U H N 41 3 O O r N 0 0 0 r N r N O 0 0 0 0 0 0 o r o o 0 0 0 0 r N r N 0 0 0 0 0 w i O N N M N V N V N m N M M CD V V V N V N V LO N M M LO N (fl M (p V (p LO (p (6 (p Ih O 00 O 6 O OO r O O O O O r r O Q Z M e (M o (D O (o N NM v y N � � c m m a) g J a) 2 a) C m J Attachment J FY25 Activity Report on continuing Projects under Contract/DCA/Advanced Construction (Dollars shown in Thousands) Project FY25 Number SUMMARY OF PROJECTS BY NAME Amount 68056 Collier Blvd (Green to GG Main Canal) 36,502 60212 16th Street NE Bridge 24,853 60199 Vanderbilt Beach Rd US41 to E of Goodlette 10,629 60144 Oil Well (Everglades to Oil Well Grade) 7,174 Total 79,158 **As of 7/9/2024 22 Page 32 of 214 COUNTY STORMWATER MANAGEMENT SYSTEM CONTENTS • COUNTY STORMWATER MANAGEMENT SYSTEM SUMMARY • PROPOSED FY25 STORMWATER MANAGEMENT PROJECTS AND 5-YEAR WORK PROGRAM- TABLE 1 • STORMWATER PROJECT MAP & DESCRIPTIONS • COUNTYWIDE STORMWATER CANAL SYSTEM - FIGURE 1 • COUNTYWIDE STORMWATER CONTROL STRUCTURES - FIGURE 2 & TABLE 2 • BASINS AND SUB -BASINS REPORT: FIGURE 3 - COLLIER COUNTY BASINS MAP FIGURE 4 - COLLIER COUNTY DISCHARGE RATE MAP TABLE 3 - COLLIER COUNTY BASINS Collier County 2024 Annual Update and Inventory Report on Public Facilities 23 Page 33 of 214 2024 AUIR STORMWATER MANAGEMENT SYSTEM SUMMARY Facility Type: County Maintained System of Stormwater Management Canals & Structures (Category A) Level of Service (LOS) Standard: Existing Major Canals Varies by individual watershed 408.9 Miles System Maintained by Collier County: 'Based on current Collier County GIS Database Existing Major Canals 149.4 Miles Proposed Reconstruction/Additions within 5-Year Planning Period 2.3 Miles Existing Major Water Control Structures 87 Proposed Replacement/Additional Structures within 5-Year Planning Period 4 Stormwater Program Summary FY25-FY29 Recommended Work Program Estimated Revenues Five -Year Surplus or (Deficit) $324,074,000 $48,654,000 ($275,420,000) Based on projected funding availability and does not reflect the entirety of unmet stormwater needs. FY25 outlays actual proposed budget, subsequent years are proposed/estimated and are subject to change. Revenue Sources FY25-29 Roll Forward $2,051,000 General Fund (001) $14,000,000 General Fund (111) $28,500,000 Anticipated Grants $0 Interest $4,319,000 Neg 5% Revenue Reserve ($216,000) 325 Reserves $0 Debt Funding $0 Total $48,654,000 Supplemental Revenue Sources 1►re T 24 Page 34 of 214 Existing Major Canal Systems and Control Structures Currently, the County maintains 149.4 miles of canal (including ditches) and 87 stormwater control structures, including amil, crest, slide gate weirs, flash board and fixed stage weirs, pump stations, and tide valves. Figures 1 and 2 show the locations for all major canals (including ditches) and stormwater control structures maintained by the County, respectively. The County, working collaboratively with the South Florida Water Management District, provides easements over the primary and secondary watercourses, in accordance with the Cooperative Agreement between Collier County and South Florida Water Management District. Table 2 identifies control structures maintained by Collier County. Recommended Action That the BCC direct the County Manager or their designee to include County stormwater projects appearing on the proposed "Stormwater Five -Year Work Program," (Table 1) as detailed in the attached Project Descriptions and in the next Annual CIE Update and Amendment with the application of revenues as outlined in the Program Revenue section of Table 1; and approves the proposed 2025 Stormwater Management System AUIR and adopt the CIE Update for FY2024/25! — FY2028/29. 25 Page 35 of 214 Il,llll,l,llilil,lil■ICI II;IIII;I�II■I� 111,1111,9l1191i1,l,I■I�I �1111119111lI■IIII■111 �II lf���l ■ll�� I I III � I I I FLL v ao v' o - m gcj Iq o a IR Fl i � E E 3 3- z z ¢` 3 oo e z olfl.l�ll E E z o � ` LL E Q E Collier•unty Stormwater Capital• WIGGINS PASS RD Immokalee I 111TH AVE N IMMOKAL HF� �v LAKE 5 TRAFFORD RO R�fF. �Ra %l9 VANDERBILT BEACH R O o j m W MAIN ST E MAIN ST CR 866 m o 0 z o _ rc - a s PINE RIDGE RD Q O 68 8 �m 0 2 3 0 1 Oil' GATE PKV • OO RADIO RD 7 • DAVIS BLVD 9 m z 'o RATTLESNAKE HAMMOCK RD J Collier County Project Location 4 0 Stonnwater Projects Commissioner District Mq 1 2 111111111/ 3 111111111/ 4 p s 0 1 2 Miles N W +E S TMSD Om,tbns antl Pertoima,, Enhancement Division. May 2024 Ma nagementlFunctionsl GMD-SwN-CGIVB,dg,I&C,p dLMAP&Ff GIS�BuagelBCapstrad<_MAPSIFY26_Buaget Map Ref. No. Project Name Map Ref. No. Project Name 1 SW Cross Street Culverts 5 Immokalee Stormwater Improvements 2 Golden Gate City OutfalI Replacements 6 West Goodlette Frank Phase II Harbor Lane Brookside 3 Poinciana Village 7 4 Naples Manor Stormwater Improvements 8 Gordon River Extension (Country Club of Naples) 27 STORMWATER FY25 CAPITAL PROJECT DESCRIPTIONS 1. Project 50238 —SW Cross Street Culverts Replacement of existing culverts that are collapsed and/or have reached their life expectancy. 2. Project 51029 — Golden Gate City Outfall Replacements This project will improve collection treatment and conveyance of urban stormwater runoff by restoring and upgrading an antiquated system installed in the early 1960s within the four (4) square mile area known as Golden Gate City (GGC). The GGC canal system flows into Naples Bay via the Main Golden Gate Canal. This infrastructure renewal project also includes water quality improvement features such as inlets and grates designed to catch debris and the re -grading and sodding of swales to prevent erosion. 3. Project 50200 — Poinciana Village The stormwater improvement project will include stormwater management improvements within the Poinciana Village community, based on a preliminary engineering study that has identified design alternatives, constraints, and opportunities to improve the stormwater management system within Poinciana Village. 4. Project 60250 — Naples Manor Stormwater Improvements Stormwater improvements will include the removal and replacement of deteriorated infrastructure along the north side of Carolina Ave, Carlton Street and Catts Street SW. To minimize construction -related impacts, implementation of the project will be done in coordination with the Transportation Division and the Public Utilities Division to incorporate sidewalk, water, and wastewater improvements and replacements. 5. Project 60143 — Immokalee Stormwater Improvements This project portfolio encompasses an update to the Immokalee Stormwater Master Plan, a stormwater treatment pond on Carson Road, stormwater improvement in Lake Trafford Road, East Delaware Road, and Madison Ave, and other stormwater improvement projects listed in the Immokalee Stormwater Improvement Program (ImmSIP) document. 6. Project 60142 — West Goodlette Frank Phase II In coordination with the City of Naples, this project includes water main and sanitary sewer collection system replacements, as well as roadside stormwater management system improvements. 7. Project 60195 — Harbor Lane Brookside The Harbor/Holiday Lanes Stormwater Management Improvements Project is an infrastructure rehabilitation project that will include improvements to the stormwater system within the rights -of -way and easements along Harbor Lane and Holiday Lane in the Brookside Community. Improvements include the replacement of the stormwater pipes, structures, and outfalls. The re -design of neighborhood improvements includes road resurfacing, sidewalks on both sides of the street, and curb and gutter systems within the rights -of -way, and a potable water system replacement (a coordinated effort with the City of Naples). 8. Project 60102 — Gordon River Extension The Gordon River watershed consists of approximately 4,432 acres and is bounded by the Crossings to the north, the Conservancy of Southwest Florida to the south, Airport Pulling Rd to the east, and US 41 to the west. Various areas throughout the Gordon River Extension (GRE) basin experience high water 28 Page 38 of 214 inundation conditions during heavy rainfall events. These areas include the Country Club of Naples, Forest Lakes, Pine Ridge Industrial Park, Poinciana Village, Golden Gate Parkway, and the properties west of GF Rd, north of Golden Gate Parkway, and south of Pine Ridge Rd. Improvements have been recommended to reduce the potential for flooding throughout the basin: the Golden Gate Parkway AMIL Gate Weir Replacement (BCB), Goodlette-Frank Supplemental Outfall (Feasibility Study), Freedom Park Stormwater Pump Station, Freedom Park Bypass Ditch & Spreader Swale (Complete), Goodlette-Frank Ditch Improvements (Completed/In Progress), Solana/Burning Tree Box Culvert Extension (Completed), Maintenance Access Road/ Seawall, and the Forest Lakes Rock Weir Replacement. The completion of the proposed projects affects approximately 400 acres of stormwater drainage and conveyance within the basin. 29 Page 39 of 214 � LL � g §\ \ / !S ¥G $ 7 \ y @ co C:) \ \ /000 E 2 ± 0 0 \ \ § 0) >, 5 $ * f / / /\ / } ) 10- § G a 3 5 e \ -0 -0 -02 g g o G% mIn \ g= a= I a z 2 } E j ƒ c z 2 � j//L- § y \ » § E \ CO j / 0 a r t r � f \ \ � � $ k q. f$;a§\] © ■ ,o,,a�m m E±3AR)a 2®9®:§> z 2 , }�±\\}}{ a ,a i /\ƒ)/\}/ N GA78 OlOS30 J W 3 �++ ' o O J m m Q z W o N GA79 NOS71M J L m U o U) O L CAM a31770.) p C z O- o U LOGAN BLVD Ncc L z 'a SLI 0 L o C Lu N 08 9N177nd 180dan O_ (B N 781 IWVIWVI >+ O U` W O U S GA78 OlOS30 6Z US S GA76 S3GV79a3A3 o 0 S z I 08 NOlS9N1AI �pQr�* �aG 380HSAV9 P IN N � � E N R O C p W 'C (� C a) N a 01 � N N CL )h Ui7 �. C C T y C-- 0 0 c D O N N 7O 7 3CL0 E o> 0o a 'p, C N CL �marocomo d0 gmUz=.2U OA79 a3n703 coo 0 Ui L L O m C 3 ��cIIo� C� rr`In�� 0 c� (a W L i+ C W U 0 E N C cn p Q U cn E FLP a ^+ W J a) L L O U O RI Table 2: Existing Collier County Stormwater Control Structures Weir- AMIL Gate (3) Structure ID Facility Name GRE-00-SO100 Gordon River EBC-00-SO110 Coco East WBC-00-S0110 Coco West Weir - Crest Gate (1) Structure ID Facility Name HCB-00-SO144 I Haldeman Creek Weir - Slide Gate (26) Structure ID Facility Name LMB-17-SO300 Wing South West LMB-16-SO120 Wing South # 1 LMB-16-SO140 Wing South # 2 LCB-09-SO400 County Barn Road BRN-00-SO110 Sunniland D1C-00-SO120 Harvey#1 HEC-04-SO100 Henderson # 4 HEC-03-SO100 Henderson # 3 LCB-00-SO150 Royal Wood D1C-00-SO150 Harvey # 2 LCB-00-S0230 Santa Barbara # 3 LCB-00-S0210 Santa Barbara # 2 LCB-00-SO190 Santa Barbara # 1 LCB-00-SO122 Lely Main at Doral Circle LCB-20-SO230 Whitaker Road Weir LMB-00-SO150 Warren Street Weir LCB-01-SO140 Crown Pointe HCB-00-S0220 Lely Branch Haldeman Creek Splitter LCB-01-SO174 Davis Blvd Canal C4C-00-SO110 Eagle Creek LCB-16-SO290 Wing South Santa Barbara Splitter LCB-01-SO106 Lely Branch Canal LCB-09-SO446 Cope Lane Pond (County Barn Rd) PRC-00-SO140 Pine Ridge Canal Weir # 1 BRC-00-SO370 SR-29 6a BRC-00-S0380 I SR-29 6b Weir - Flashboard (9) Structure ID Facility Name PLM 00-SO100 Palm River Weir HCB-00-S0200 Lakewood County Club Weir BRC-00-SO120 SR29-1 BRC-00-SO140 SR29-2 BRC-00-S0300 SR29-3 BRC-00-S0320 SR29-4 BRC-00-S0346 SR29-5 BRC-00-S0390 SR29-7 BRC-00-SO410 SR29-8 Tide Valve - Flap Gate (1) Structure ID Facility Name GTB-00-SO100 Curlew Canal Tide Valves Weir - Fixed Stage (40) Structure ID Facility Name ARN-02-SO110 Four Seasons # 1 Weir ARN-02-SO120 Four Seasons # 2 Weir CRB-06-SO150 Euclid Ave Outfall GRE-00-SO124 Gordon River Extension (Rock Weir) GRE-01-S0510 Goodlette Road Canal # 2 GRE-01-SO480 Goodlette Road Canal # 1 GRE-03-SO060 Freedom Park Overflow (Bypass) Spreader Waterway GRE-03-SO100 Freedom Park Overflow (Bypass) Weir GRE-36-SO100 FP Spreader Berm GRE-36-SO120 FP Wetlands Weir GRE-36-SO240 FP Waterfall GRE-39-SO100 West Lake Outfall GRE-41-SO130 Twin Lakes OutfaII GRE-44-SO140 Sperling Lake Outfall GTB-04-SO110 Gateway Triangle US41 Outfall GTB-04-SO120 Gateway Triangle Lake Weir HCB-01-SO100 Lake Kelly (Rock Weir) HCB-02-SO106 Lake Avalon Outfall Weir LCB-00-SO050 Lely Main Canal Spreader Weir LCB-15-SO100 Rattlesnake Road Weir LMB-00-S0100 Naples Manor West Outfall Spreader Weir LMB-00-SO120 Naples Manor West Outfall Spreader LMB-15-S0100 R.H. Slough Weir Naples Manor MGG-12-SO120 Fairgrounds MGG-14-SO100 Naples Production Park (North) MGG-16-SO140 Radio Road MGG-19-SO020 Bollt Canal Weir RCB-02-SO110 Hazel Road Weir RCB-04-SO110 Naples Production Park (South) WBB-01-SO110 Wiggins Pass Weir WBC-02-SO210 Victoria Park West Outfall GRE-09-S0100 PRIP#1 GRE-10-SO100 PRIP#2 GRE-12-SO100 PRIP#3 GRE-17-SO114 PRIP#4 NPS-00-SO110 Naples Park Outfall HCB-02-SO110 Poplar Way Outfall LCB-21-SO110 Riviera Golf Estates Pond Weir PRC-00-SO110 Pine Ridge Canal (Rock Weir) NCG-18-SO090 Collier Park of Commerce Weir Pump Station (6) Structure ID Facility Name ARS-01-SO100 Hawks Ridge Pump Station ARN-19-SO100 Victoria Park Pump Station LMB-07-S0100 Lely Wetland Pump Station GRE-36-SO280 Freedom Park Goodlette Rd. Pump Station GRE-42-SO130 Freedom Park Gordon River Pump Station GTB-13-SO170 I Gateway Triangle Pump Station Prepared by: Capital Project Planning, Impact Fees & Program Management Division (Last Revision 7/25/2024) 32 Page 42 of 214 BASINS AND SUB -BASIN REPORT Objective: To guide the County's Stormwater Management Program by utilizing a watershed management approach. Purpose: To provide a general update on the basins/watersheds used for water resource management and planning within the County. Considerations: The Stormwater Management Program modified it's approach to water resource management with the BCC's acceptance of the County Watershed Management Plan on December 13, 2011. The Plan provides assessment and management information for geographically defined watersheds including: analysis, actions, participants, and resources related to developing and implementing the Plan. Understanding issues on a basin -by -basin level allows for better quantitative analysis and program planning. The Board directed staff to implement the Plan as funding and resources became available. Staff continues to follow that directive when initiating Plan recommendations. There are currently 51 basins in the Stormwater Management GIS database. Since 1990 (Ord. 90-10), the County has had a maximum allowable post -development stormwater runoff discharge rate of 0.15 cubic feet per second (cfs) per acre for all basins, with six (6) exception areas (basins) ranging from 0.04 to 0.13 cfs per acre. These more restrictive rates were established through modeling efforts that demonstrated the need to restrict flows from adjacent lands to the receiving canals. Stormwater discharge rates are limited so the rate at which runoff leaves a developed site will not cause adverse off -site (typically downstream) impacts. In the development of the Watershed Management Plan (WMP), computer modeling was used to determine the maximum flow that can be conveyed by the various water management canal segments. Results from that effort indicated that various segments of the primary and secondary water management systems do not have the capacity to handle large storm events. Expansion or enlargement of this system to create additional system capacity is not a viable strategy for managing stormwater flows. One means of addressing this limited capacity is to restrict the maximum flow in the associated basins that feed into the canals. The WMP included recommendations to reduce the maximum allowable post -development discharge rates in several basins. In addition to these recommendations in the WMP, two additional detailed stormwater management master plans, developed jointly by the South Florida Water Management District and the County for the Belle Meade and Immokalee areas, recommended further limiting the discharge rates for four (4) basins/sub-basins. Conditions may worsen in the future unless management actions are implemented to control the impact of subsequent changes to land use. In total, reducing maximum allowable post -development discharge rates in sixteen (16) basins/sub-basins will ensure adequate flood protection levels of service. 33 Page 43 of 214 A feasibility study and impact analysis were completed to examine the effects of implementation of the discharge rate restrictions. Staff fully vetted the new restricted discharge rates with the Development Services Advisory Committee, the Collier County Planning Commission and the South Florida Water Management District. The new rates were then approved by the Board of County Commissioners on June 13, 2017, and became effective on August 4, 2017. This report includes a listing of all basins with their respective acreage (Table 5); a map depicting all basins within the County (Figure 4); and a map depicting the twenty-two (22) basins that have restricted stormwater discharge rates (Figure 5). Basins and Discharge Rates Specific Discharge Limitation Basins Rate Rate Airport Road North Canal Basin 0.04 cfs/acre Airport Road South Canal Basin 0.06 cfs/acre Cocohatchee Canal Basin 0.04 cfs/acre Lely Canal Basin 0.06 cfs/acre Harvey Canal Basin 0.06 cfs/acre Wiggins Bay Outlet Basin 0.13 cfs/acre Henderson Creek - Belle Meade Basin North 0.06 cfs/acre Henderson Creek - Belle Meade Basin South 0.04 cfs/acre Immokalee Master Basin East 0.05 cfs/acre Immokalee Master Basin West 0.10 cfs/acre 951 Canal North Basin 0.11 cfs/acre C-4 Canal Basin 0.11 cfs/acre Corkscrew Canal Basin 0.04 cfs/acre Cypress Canal Basin 0.06 cfs/acre Faka-Union Canal Basin-N 0.09 cfs/acre Gordon River Extension Basin 0.09 cfs/acre 1-75 Canal Basin 0.06 cfs/acre Imperial Drainage Outlet Basin 0.12 cfs/acre Lely Manor Canal Basin 0.06 cfs/acre Main Golden Gate Canal Basin 0.04 cfs/acre Palm River Canal Basin 0.13 cfs/acre Pine Ridge Canal Basin 0.13 cfs/acre 34 Page 44 of 214 I � � _U U------------- - a Q U m L LU wQ d Q U Q_ m Z �0 1�0 m _ of U U) Q U m W m U 2 m U - J U ml W m 0 Q m a) 4— m a) L m U _(D m 0 Q a) U �L U) a) Mm W\ O U L a) O U a) L C U W m m 224 mm � 'rn U N m Y U�m6CU00 _oC,o mmo (n m cc 5mEmapmmm5Emv5E n 42mo 000>av W Svc vm N C C C vC C LN V) m .Nco .NLO CO .NOc.NV U mOm m axU2amoamoDm0DcMm i � -- - — — ------- - -- 1 1 1 1 1 m COO C 5 I J O O _ N C C�J C Z U m m C _ _ _ X W m y 0% y m m N U m U C U m U m C O m C W p-26 m m y a, cc im fn (N6w C w cc m > W c 42 2' �U m oo U m m m 5 �.m R O' m C CO O O O N m N (0 (O 0 N� m to O (O _ Vr U m O N CO,; w N 2 w C O. @ C O C O V 0-TFno��Za�� Umomm momo Co�ca 7ipEQ�a)2mJdozm02m2 J 1 1 1 1 1 1 1 II m _ m U m N C U mm 0 Q' O Q_' C_ (U6 � Q' m m m C r N w ZQ UQ F �U C y m Yi o m,2 m m m U o Z�-mc �mcampmcaum macto O x m N x m C '.' m y d U y y 0 C Z O K m CO U C. o m "o m -U o o m "Y � i o m, Z ~ Z n c c (O U U c 8 aU Y y U inU Coo e'mo vv o m o m >.} m mY CD CD o6QOM15 ouo0ca 6LLmLL 3N17 A1NnOJ m 0 O U m 67 US m 61, NS opt ti i U s m W y U Z 0 � o w S On7a 010530 � U m � o o � s anla s3aV7�a3n3 rn J I m U 0 N 781 IWVIWVl U F oy uj � Z O O CO U M W h cc - w E E N m m E N Q > r m O 9 O) W LLa �C) (�iU C C � Z m _ m > 0 0 E E a O a) m =O N'p 7 N 0 CL 0 E > 0 O 3 °an=° No.°� 0 m m o m m o dU EmUZ::.2U Table 3: Collier County Basins Basin Initials Basin Name Area (Acres) 1 9CC 951 Canal Central Basin 902.9 2 9CN 951 Canal North Basin ** 867.4 3 ARN Airport Road North Canal Basin ** 1716.7 4 ARS Airport Road South Canal Basin ** 3121.3 5 BRC Barron River Basin 27635.3 6 BRN Barron River Canal Basin (North) 16872.9 7 C4C C-4 Canal Basin ** 3581.5 8 CCB Corkscrew Canal Basin ** 6452.7 9 CRB Cocohatchee River Canal Basin ** 90396 10 CSB Corkscrew Slough Basin 28015.6 11 CYC Cypress Canal Basin ** 10951.9 12 D1C Harvey Canal Basin ** 2369.1 13 D2C 1-75 Canal Basin ** 8492 14 EBC East Branch Cocohatchee 381.7 15 EMC Merritt Canal Basin 43772.1 16 FKC Faka-Union Canal sin ** 35669.5 17 FSB Fakahatchee Strand Basin 146611.2 18 GCB Green Canal Basin 5081.5 19 GHS Gator Hook Strand Basin 262968.9 20 GRE Gordon River Extension Basin ** 5059.9 21 GTB Gateway Triangle Basin 272.4 22 HBM-N Henderson Creek- Belle Meade Basin North ** 31134 23 HBM-S Henderson Creek - Belle Meade Basin South ** 24394.9 24 HCB Haldeman Creek Basin 1830.1 25 IDO Imperial Drainage Outlet Basin ** 2527.9 26 ILB Imperial West Landmark FPL Basin 274.7 27 L28 L-28 Tieback Basin 118960.2 28 LCB LelyCanalBasin ** 5850.4 29 LMB Lely Manor Canal Basin ** 5306.1 30 MCB Miscellaneous Coastal Basins 189127.9 31 MGG Main Golden Gate Canal Basin ** 28773.5 32 MJC Miller Canal Basin 15983.1 33 NPN Naples Park North Basin 429.1 34 NPS Naples Park South Basin 352.1 35 NPW Naples Park West Basin 278.9 36 OSB Okaloacoochee Slough Basin 147147.9 37 OTC Orange Tree Canal Basin 2587 38 PLM Palm River Canal Basin ** 39 PRC Pine Ridge Canal Basin ** 40 PSB Palm Street Basin 64.8 41 QWP Quail West Phase II 319.4 42 RCB Rock Creek Basin 1797.2 43 SPO Seminole Park Outlet Basin 10751.7 44 TRB Turner River Canal Basin 316480 45 TTC Tamiami Trail Canal Basin 4611.1 46 UIB-E Urban Immokalee Basin East ** 1690.5 47 UIB-W Urban Immokalee Basin West ** 2458.7 48 WBB Wiggins Bay Outlet Basin ** 2299.6 49 WBC West Branch Cocohatchee River Basin 248.4 50 WPO Winter Park Outlet Basin 172.7 ** Basins with restricted discharge rates 37 Page 47 of 214 COUNTY WATER -SEWER DISTRICT POTABLE WATER SYSTEM CONTENTS • POTABLE WATER SYSTEM FACILITIES SUMMARY • COLLIER COUNTY WATER -SEWER DISTRICT CURRENT AND FUTURE WATER SERVICE AREAS • POTABLE WATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STAND- ARD ASSESSMENT FOR SERVICE AREA • EXISTING AND PLANNED CCWSD WELLS • POTABLE WATER SYSTEM - WELLFIELD FACILITIES LEVEL OF SERVICE (LOS) STAND- ARD ASSESSMENT FOR SERVICE AREA • COLLIER COUNTY WATER - SEWER DISTRICT SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK ) - REGIONAL POTABLE WATER SYSTEM • EXHIBIT "A" - COLLIER COUNTY SCHEDULE OF CAPITAL IMPROVEMENTS • APPENDIX H - FUTURE COSTS AND REVENUES BY TYPE OF PUBLIC FACILITY Collier County 2024 Annual Update and Inventory Report (AUIR) on Public Facilities 38 Page 48 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT (AUIR) POTABLE WATER SYSTEM FACILITIES SUMMARY Facility Type: Collier County Water -Sewer District (CCWSD) Potable Water System Facilities (Category A) Level of Service (LOS) Standard: 130 (Gallons per Capita Day (gpcd))* Capacity: Maximum Day Demand (MDD) Peaking Factor: 1.3 Total Permitted Treatment Capacity, Fiscal Year (FY) 2025.................... 52.00 M Total Operational Treatment Capacity, FY 2025..................................... 50.00 M ** Required Treatment Capacity, FY 2025.................................................. 39.57 M Total Permitted Treatment Capacity, FY 2034......................................... 62.00 M Total Operational Treatment Capacity, FY 2034..................................... 60.00 M ** Required Treatment Capacity, FY 2034.................................................. 45.82 M Expenditures FY 2025 - FY 2029: *** Debt Service - User Fee.......................................................................... $ 23,726,000 Debt Service - Impact Fee....................................................................... $ 52,601,000 Expansion Related Projects - Other......................................................... $ 253,827,000 Replacement & Rehabilitation Projects - Other ........................................ $ 301,875,000 Departmental Capital............................................................................... $ 4,761,000 Reserve for Contingencies - Replacement & Rehabilitation Projects....... $ 30,190,000 **** TOTAL: $ 666,980,000 Existina Revenue Sources FY 2025 - FY 2029: Water System Development Fees / Impact Fees ..................................... $ 65,288,000 Bonds/ Loans.......................................................................................... $ 253,827,000 Commercial Paper................................................................................... $ 50,000,000 GrantFund.............................................................................................. $ 2,500,000 Water Capital Account............................................................................. $ 4,761,000 Rate Revenue......................................................................................... $ 290,604,000 TOTAL: $ 666,980,000 Surplus or (Deficit) for Five Year Program: $0 Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed Potable Water System Facilities AUIR for FY 2024/25 - FY 2028/29; that the BCC find the CCWSD Potable Water System in compliance with concurrency requirements found in Florida Statutes Section 163, the Collier County Comprehensive Plan and the Land Development Code; and that the BCC approve the CCWSD's proposed 2024 Potable Water System Facilities AUIR and adopt the CIE update for FY 2024/25 - FY 2028/29. Notes: * The LOS standard, peaking factors, and guidance on the timing of capacity improvements are within the Final Potable Water Master Plan Dated July 2021, Revised April 2023. ** Total Operational Treatment Capacity = Total Permitted Treatment Capacity - 2 MGD. * * * The Capital Improvement Element (CIE) is consistent with the Board approved FY 2025 budget. * * * * As per Florida Statutes Section 129.01(c), contingency reserves are up to 10% of expenses. 8/27/20R Page 49 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT POTABLE WATER SYSTEM FACILITIES SUMMARY Collier County Water -Sewer District - Potable Water System Facilities Considerations: 1. The Public Utilities Department's 2024 Potable Water System Facilities AUIR is presented as a snapshot of concurrency conditions, based on permanent population estimates and projections for the Collier County Water -Sewer District's (CCWSD)'s potable water service area. The CCWSD is in compliance with concurrency requirements for fiscal year (FY) 2025 and FY 2026, per Florida Statutes Section 163, the Collier County Comprehensive Plan, and the Land Development Code. 2. The LOS standard presented herein represents normal operating conditions. The Public Utilities Department also evaluates the ability of the potable water system to manage peak events. Improvements to the distribution system and treatment plants, such as pipe replacement, and storage, are programmed to ensure that peak flows can be managed. 3. To ensure adequate treatment capacity for growth within the district boundary of the CCWSD, expansion related projects commenced based on the LOS standard, population projections and capacity as shown in the AUIR. All system expansions have been planned through a coordinated effort with the Growth Management Department and the Transportation Management Services Department. 4. A new 10 Million Gallons per Day (MGD) Northeast County Regional Water Treatment Plant (NECRWTP) is anticipated to be online in FY 2033 to support forecasted growth in the service area and will provide the needed reliability to serve the CCWSD. This facility will be located on the 147-acre County -owned Northeast Utility Facilities (NEUF) property at the east end of 39th Avenue NE. 5. Concurrency is shown for 10 years for the current service area. This conforms with the State mandated Capital Improvement Element (CIE), concurrency regulations, and other Collier County Departments' AUIR submittals. 6. The need for readiness is also supported by the "Collier County Water -Sewer District System Utilization and Diminishing Capacity Report" (the "Checkbook"), which compares available treatment capacity to potential demand from undeveloped permitted uses in Board -approved development commitments. Currently, the Checkbook reports that if all active Board -approved future commitments were built -out, the regional potable water system would have a surplus in allowable treatment capacity once the 10 MGD NECRWTP plant is online. 7. The Public Utilities Department's staff recommends that the Collier County Board of County Commissioners (BCC) approve the CCWSD's 2024 Potable Water System Facilities AUIR. 8/27/2dP Page 50 of 214 Collier County Water -Sewer District Current and Future Water Service Areas R25E f R26F l22rE N 0 1 2 4 6 8 Miles Legend Collier County Water Service Area Distribution Araa Future Water Service Area 5urvad by Others [� Excluded From CCWSO by Special Act 0 District Boundary 504I ie U] — Y A4 N . 8e 51r a a n v n 31 'r rc 4 - inf'F N T N •_� P r4 u 4 re 1 x v • M1 :, Y, }a Gold •n e P -- b. xo �o n HI J �� '�iEbY'�■� Pon �W Figure PW-1 W-kii.&WEENINIM WE r., I City of Marco Island 14 � I1 ' IJ L 15 N n .. ..: ... i. i,. ,. x. R28t R29E K30E Immokalee Water & Sewer District >rrrsru La,Ytia r . lj 6R s i 7 r 'I i lal II J! T Y ■ � � lr Ili �I i Ave Maria ■ Distribution Area Stevens Larding YLE�.,Rdlad I �I I I � I I j I I i I r I r Key MdrC4 — -- nag: wager eqdkEd he m d Maw ULW our system swaged by rmer crony. 7 41 8/27/2024 Page 51 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department POTABLE WATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR SERVICE AREA 1 2 3 4 5 6 7 8 Fiscal Year Permanent Population Served on Oct.1 Required Treatment Capacity MDD (MGD) New Treatment Capacity (MGD) Total Permitted Treatment Capacity (MGD) Total Operational Treatment Capacity (MGD) Retained Operational Treatment Capacity (MGD) Percent of Total Permitted Capacity 2020 217,949 36.8 52.0 50.0 13.2 71% 2021 217,381 36.7 52.0 50.0 13.3 71% 2022 221,971 37.5 52.0 50.0 12.5 72% 2023 225,873 38.2 52.0 50.0 11.8 73% 2024 230,957 39.0 52.0 50.0 11.0 75% 2025 234,158 39.6 52.0 50.0 10.4 76% 2026 237,592 40.2 52.0 50.0 9.8 77% 2027 241,049 40.7 52.0 50.0 9.3 78% 2028 244,434 41.3 52.0 50.0 8.7 79% 2029 248,270 42.0 52.0 50.0 8.0 81% 2030 252,776 42.7 52.0 50.0 7.3 82% 2031 257,398 43.5 52.0 50.0 6.5 84% 2032 262,054 44.3 52.0 50.0 5.7 85% 2033 266,732 45.1 10.00 62.0 60.0 14.9 73% 2034 271,104 45.8 62.0 60.0 14.2 74% NOTES: (References are to the column numbers above.) 1. Fiscal Year starts October 1 and ends September 30. 2. Permanent population estimates and projections for the served area were prepared by the Collier County Comprehensive Planning Section. Populations are based on the Bureau of Economic and Business Research (BEBR) Medium Range growth rate. The BEBR population numbers are adjusted by supplemental data provided by Metro Forecasting Models, LLC including, but not limited to, estimates for Golden Gate City, where only a portion of the population is served. Presently, additional water customers are being connected on an individual basis where existing infrastructure exists or when new water mains are installed. Potential growth in the southeast service area is also included. Marco Shores bulk water service was terminated in December 2019. 3. Required Treatment Capacity MDD, expressed in million gallons per day (MGD), is obtained by multiplying the Permanent Population Served by the LOS (130 gpcd) and by the MDD peaking factor (1.3). 4. New Treatment Capacity is the additional treatment capacity placed into service through plant construction/expansion. Timing and capacity are tentative and may be adjusted with updates in development forecasts and adoption of developer agreements: Fiscal Year New Treatment Capacity Comments: Additional potable water treatment capacity at the NEUF is planned to be online in FY 2033, as follows: 2033 10 MGD a. Update construction drawings and bid package, complete FY 2030. b. Construct NECRWTP potable water facilities, FY 2030-2033. 5. Total Permitted Treatment Capacity is the total permitted finished water treatment capacity including any New Treatment Capacity. 6. Total Operational Treatment Capacity is the Total Permitted Treatment Capacity less 2 MGD. 2 MGD is the capacity of the largest non -redundant treatment unit which could be out of service for maintenance during a period of peak demand. 7. Retained Operational Treatment Capacity is the Total Operational Treatment Capacity minus the Required Treatment Capacity MDD. 8. The Percent of Total Permitted Capacity is the Required Treatment Capacity as a percentage of the Total Permitted Treatment Capacity. Per Florida Administrative Code, Rule 62-555.348, source/treatment/storage capacity analysis reporting to the Department of Environmental Protection (DEP) is triggered once maximum -day demand exceeds 75% of the Total Permitted Treatment Capacity, as plotted in the chart on the next page. 42 8/27/2024 Page 52 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department POTABLE WATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR SERVICE AREA LOS: 130 gpcd 10 MGD NECRWTP at NEUF 70 Commence construction of NECRWTP 60 50 i 40 — — — — — — — — — — — — — — — — — — — C9 30 Commence capacity 20 analysis reporting to FDEP 10 0 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Fiscal Year --a-- Total Operational Treatment Capacity tRequired Treatment Capacity MDD Total Permitted Treatment Capacity — — 75% of Total Permitted Treatment Capacity 43 8/27/2024 Page 53 of 214 d F— Existing and Planned CCWSD Wells R25E I R26E I ; r-I- Legend ® Existing Wells ® Future Plant tnl Proposed Wells Future Well Location - Raw Water Main Water District Boundary Wq Existing Plant 0 City of Naples R 28 IFf a EVE o EVE 4 Putentiai future well sites along southern and eastern PUD boundaries of Immakalee Road Rural Vit9age pending agreemenl with developer. 1 NRQ well permitted but not constructed at this time. 3 future well sites in 45' 4 Tamiami wells permitted but A. Vanderbilt not constructed at this time, utility easement along m northern 5RA boundary required per Sky Sail developer agreement- �a n w w .-lv,-mil-O h Ill RD w � d tVRo wells constructed wlThoui pumps Ir 4old" batO BLVD � � 2 will be placed in service in FY25 and 2 wilt l7o plated in sorvics in FY25. N W' $ 'H TC i�j ~Pon AlIdaidIRD O 1n H m1Ma Figure 2 4 Tamiami wells permitted but not constructed at this time. 3 SRO wells permitted but not constructed at this time. N A 0 1 2 4 Miles ( rti�lic=�-(Yf3t1f1I1 44 8/27/2024 Page 54 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department POTABLE WATER SYSTEM - WELLFIELD FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR SERVICE AREA Overview: The wellfield system is currently meeting the raw water demands of the potable water system. The Collier County Water - Sewer District acquires various independent reports and studies to assess and maintain the status of the Wellfield. Individual well production and water quality varies over time. Future projections are based on the assumptions stated herein. The wellfield system is comprised of the following wellfields: Golden Gate Tamiami Wellfield (GGT) Provides raw fresh groundwater to both the North County Regional Water Treatment Plant (NCRWTP) and the South County Regional Water Treatment Plant (SCRWTP) from wells that tap into the Lower Tamiami Aquifer (LT). It is anticipated that nine wells will be constructed beginning in FY 2026 to achieve and sustain the reliability standard. Northeast Tamiami Wellfield (NET) Will supply raw fresh groundwater to the future Northeast County Regional Water Treatment Plant (NECRWTP) from wells that tap or will tap into the Lower Tamiami Aquifer. Five new wells are currently under design. These are dual purpose wells that will also provide supplemental water for irrigation quality (IQ) water customers should the Northeast County Water Reclamation Facility (NECWRF) supply less IQ water than consumer demand. Three existing wells in the Northeast Tamiami Wellfield became inactive for potable water production when the former Orange Tree Water Treatment Plant (OTWTP) was decommissioned. Two of the existing wells may be utilized for water supply to the future NECRWTP but are not included in this projection. Per the Addendum to Integration Agreement, approved by the Board on July 13, 2021 (Agenda Item 16.C.20), Well #2 will revert to the previous landowner when the first phase of the NECWRF is able to receive and process flow from the existing Orange Tree Wastewater Treatment Plant. Twelve new wells are anticipated to be constructed beginning in FY 2030 to support the future NECRWTP. North Hawthorn Wellfield (NH) Supplies raw brackish groundwater to the NCRWTP from wells that tap into the Mid -Hawthorn (HZ1) and Lower - Hawthorn (LH) Aquifers. Two wells are currently out to bid for construction. It is anticipated that two additional wells will be constructed in FY 2025 to achieve and sustain the reliability standard. South Hawthorn Wellfield (SH) Supplies raw brackish groundwater to the SCRWTP from wells that tap into the HZ1 and LH Aquifers. Northeast Hawthorn Wellfield (NEH) Will supply raw brackish groundwater to the NECRWTP. The first phase of the permanent facility is estimated to require eleven wells that will terminate in the LH aquifer. Eleven new wells are anticipated to begin construction in FY 2030 to support the future NECRWTP. Assumed Wellfield Production: Wellfield GGT NH SH NEH NET Wells In Service 39 6 16 35 6 0 0 0 Aquifer LT HZ1 LH HZ1 LH LH LT LT Well Type (Fresh (F) or Brackish (B)) F B B B B B F F Average Capacity per Well (GPM) 700 350 700 350 700 700 300 700 Average Capacity per Well (MGD) 1.008 0.504 1.008 0.504 1.008 1.008 0.432 1.008 0.871 0.578 Well Reliability Factor 20% 33% 33% 33% 1 20% 1 33% Assumed Plant Production Efficiencies: Water Treatment Plant NCR SCR NCRWTP SCRWTP NECR OT NECR WTP WTP WTP WTP WTP Water Treatment Process Nano Lime LPRO LPRO LPRO n/a NANO Estimated Average Efficiencies 85% 97% 75% 75% 75% n/a 85% 91% 45 8/27/2024 Page 55 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department POTABLE WATER SYSTEM - WELLFIELD FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR SERVICE AREA LOS: 130 gpcd Wellfield Proiection: Wellfield: GGT NH SH NEH NET Wells in Service: 39 22 41 0 0 1 0 Assumed Wellfield Production Ratio Fiscal (Based on 2023 Operational 55% 17% 28% 0% 0% 0% Year Well Withdrawal Data.) Projected Wells / Notes: Potable Water Demand (MGD): 39.6 21.77 6.73 11.08 0.00 0.00 0.00 Construct 2 new NH wells.* Ln No Raw Water Required (MGD): 47.7 23.92 8.97 14.77 0.00 0.00 0.00 N Number of Wells Required 28 14 34 0 0 0 Potable Water Demand (MGD): 40.2 22.08 6.83 11.24 0.00 0.00 0.00 Construct 2 new GGT well.* o Raw Water Required (MGD): 48.4 24.27 9.10 14.99 0.00 0.00 0.00 N Number of Wells Required 29 14 35 0 0 0 Potable Water Demand (MGD): 40.7 22.41 6.93 11.41 0.00 0.00 0.00 Construct 2 new GGT well.* No Raw Water Required (MGD): 49.1 24.62 9.23 15.21 0.00 0.00 0.00 N Number of Wells Required 29 14 35 0 0 0 Potable Water Demand (MGD): 41.3 22.72 7.02 11.57 0.00 0.00 0.00 Construct 2 new GGT well.* 00 o Raw Water Required (MGD): 49.8 24.97 9.36 15.42 0.00 0.00 0.00 N Number of Wells Required 30 14 36 0 0 0 Potable Water Demand (MGD): 42.0 23.08 7.13 11.75 0.00 0.00 0.00 Construct 2 new GGT well.* rn o Raw Water Required (MGD): 50.5 25.36 9.51 15.66 0.00 0.00 0.00 N Number of Wells Required 30 15 36 0 0 0 Potable Water Demand (MGD): 42.7 23.50 7.26 11.96 0.00 0.00 0.00 Construct 1 new GGT well.* CD Construct 6 new NET wells. rn o Raw Water Required (MGD): 51.5 25.82 9.68 15.95 0.00 0.00 0.00 Construct 6 new NEH wells. Number of Wells Required 31 15 37 0 0 0 Potable Water Demand (MGD): 43.5 23.93 7.40 12.18 0.00 0.00 0.00 Construct 6 new NET wells. Construct 5 new NEH wells. o Raw Water Required (MGD): 52.4 26.29 9.86 16.24 0.00 0.00 0.00 N Number of Wells Required 31 15 37 0 0 0 Potable Water Demand (MGD): 44.3 24.36 7.53 12.40 0.00 0.00 0.00 N o Raw Water Required (MGD): 53.3 26.77 10.04 16.53 0.00 0.00 0.00 N Number of Wells Required 32 15 38 0 0 0 Production Ratio adjusted to account Assumed Wellfield Production Ratio 50% 14% 26% 4% 0% 6% for NERWTP. Potable Water Demand (MGD): 45.1 22.54 6.31 11.72 1.80 0.00 2.70 NERWTP Online. M o Raw Water Required (MGD): 54.4 24.77 8.41 15.63 2.40 0.00 3.18 N Number of Wells Required 29 13 36 3 0 4 Potable Water Demand (MGD): 45.8 22.91 6.41 11.91 1.83 0.00 2.75 Raw Water Required (MGD): 55.3 25.17 8.55 15.88 2.44 0.00 3.23 o N Number of Wells Required 30 13 37 3 0 4 * Denotes proposed new well constructed to maintain existing wellfield production capacity and reliability. 46 8/27/2024 Page 56 of 214 COLLIER COUNTY WATER - SEWER DISTRICT SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK") REGIONAL POTABLE WATER SYSTEM DATA: Current as of May 10, 2024 INTRODUCTION: The Checkbook uses the historical maximum day demand (MDD) from the last 10 years as a baseline scenario. Unbuilt future commitments are then added to the baseline to arrive at the worst -case scenario for future operational requirements. Million Gallons per Day (MGD) WATER PERMITTED/OPERATIONAL PLANT CAPACITY REGIONAL 1. Existing Permitted Plant Capacity (MDD PERMIT BASIS) 52.00 2. Existing Operational Plant Capacity(1) 50.00 CURRENT AVAILABLE CAPACITY (BASED ON HISTORICAL EXTREME EVENT 3. 10-Year Maximum (MDD)(Date ofoccurrence:[Mar-2023)) 4. Current Available Diminishing Capacity (MDD)(Line 2- Line a) CURRENT AVAILABLE CAPACITY (WITHOUT FUTURE COMMITMENTS) 5. CURRENT SYSTEM AVAILABILITY(MAX.DAY) (Line 4/Line 2) PROJECTED AVAILABLE CAPACITY (WITH FUTURE COMMITMENTS 6. Commitment Flow(2) 7. Projected Available Diminishing Capacity (MDD)(Line 2-(Line 3+Line 6)) PROJECTED AVAILABILITY (WITH FUTURE COMMITMENTS) 8. PROJECTED AVAILABILITY (MAX.DAY) (Line 7/Line 2) FUTURE AVAILABLE CAPACITY (WITH EXPANSIONS)(WITH FUTURE COMMITMENTS) 9. Planned Expansion Capacity within 10 Years (MDD)(3) 10. Future Available Diminishing Capacity (MDD)(Line 7+Line 9) FUTURE AVAILABILITY (WITH EXPANSIONS AND FUTURE COMMITMENTS) WATER REGIONAL 38.30 11.70 23.4% Million Gallons per Day (MGD) WATER REGIONAL 11.61 0.09 0.2 % Million Gallons per Day (MGD) WATER REGIONAL 10.00 10.09 11. 1 FUTURE AVAILABILITY (MAX. DAY) (Line 10 / (Line 2 + Line 9) 16.8% FOOTNOTES/QUALIFIERS: 1. Total Operational Treatment Capacity is the Total Permitted Plant Treatment Capacity less 2 MGD. 2 MGD is the capacity of the largest non -redundant treatment unit which could be out of service during a period of peak demand. 2. Capacity requested by outstanding active BCC -approved development commitments, as documented in the most current GMD PUD Master List. Built -out, closed -out, inactive, and discontinued commitments are not included; only active commitments are included. The outstanding commitments are assumed to be developed before closeout. 3. The 10 MGD Northeast County Regional Water Treatment Plant (NECRWTP) is scheduled to be online in Fiscal Year 2033. 478/27/2024 Page 57 of 214 EXHIBIT "A" COLLIER COUNTY SCHEDULE OF CAPITAL IMPROVEMENTS FISCAL YEARS 2025-2029 PUD POTABLE WATER SYSTEM PROJECTS CIE # PROJECT CONSTRUCTION SCHEDULE NOTES $ AMOUNT FY 2025 $ AMOUNT FY 2026 $ AMOUNT FY 2027 $ AMOUNT FY 2028 $ AMOUNT FY 2029 $ AMOUNT TOTAL Debt Service - User Fee $3,806,000 $3,814,000 $4,580,000 $5,400,000 $6,126,000 $23,726,000 Debt Service -Impact Fee $9,433,000 $9,494,000 $9,398,000 $11,221,000 $13,055,000 $52,601,000 Expansion Related Projects - Other $0 $0 $38,247,000 $0 $215,580,000 $253,827,000 Replacement & Rehabilitation Projects- Other $31,375,000 $81,525,000 $77,375,000 $66,375,000 $45,225,000 $301,875,000 Departmental Capital $915,000 $933,000 $952,000 $971,000 $990,000 $4,761,000 Reserve for Contingencies - Replacement & Rehabilitation Projects $3,138,000 $8,153,000 $7,738,000 $6,638,000 $4,523,000 $30,190,000 POTABLE WATER SYSTEM PROJECT TOTALS 1 $48,667,0001 $103,919,000 $138 , 290,0001 $90,605,0001 $285,4 9,0001 $666,980,000 REVENUE KEY - REVENUE SOURCE FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 TOTAL WIF - Water System Development Fees / Impact Fees $8,940,000 $11,411,000 $13,881,000 $15,528,000 $15,528,000 $65,288,000 B1- Bonds/ Loans $0 $0 $38,247,000 $0 $215,580,000 $253,827,000 LOC- CommercialPaper $0 $15,000,000 $20,000,000 $15,000,000 $0 $50,000,000 GF - Grant Fund $0 $2,500,000 $0 $0 $0 $2,500,000 WCA- Water Capital Account $915,000 $933,000 $952,000 $971,000 $990,000 $4,761,000 REV- Rate Revenue $38,812,000 $74,075,000 $65,210,000 $59,106,000 $53,401,000 $290,604,000 REVENUETOTAL 1 $48,667,0001 $103,919,0001 $138,290,0001 $90,605,0001 $285,499,000 $666,980,000 NOTE: Collier County has adopted a two-year Concurrency Management System. Figur provided for years three, four and five of this Schedule of Capital Improvements are not part of the Concurrency Management System but must be financially feasible with a dedicated revenue source or an alternative revenue source if the dedicated revenue source is not realized. Revenue sources are estimates only; both the mix of sources and amounts will change when a rate study is conducted. Amounts are in present value. As of June 2024, the 12-month percentage change of all Urban CPI is reported at 3%. CIE consistent with Board -approved FY 2025 budget. A SOURCES: FY 2025 is obtained from the 2025 Proposed Budget for R&R projects. Expansion projects require additional funding therefore not included in the budget. FY 2026 to FY 2029 are estimated project costs. FY 2025 is obtained from the 2025 Proposed Budget, split 50/50 between Water and FY 2026 to FY 2029 are 2% increases over each fiscal year (pursuant to CPI adjustments per current Board policy). All years are obtained from the current Collier County Water -Sewer District Financial Statements and Other Reports including Summary of Debt Service requirements to maturity. Total Debt Service amount is split 50/50 between Water and Wastewater. Florida Statues, reserve for contingencies is up to 10% of 48 8/27/2024 Page 58 of 214 APPENDIX H FUTURE COSTS AND REVENUES BY TYPE OF PUBLIC FACILITY FISCAL YEARS 2030-2034 PUD POTABLE WATER SYSTEM PROJECTS CIE # PROJECT CONSTRUCTION SCHEDULE NOTES $ AMOUNT FY 2030 $ AMOUNT FY 2031 $ AMOUNT FY 2032 $ AMOUNT FY 2033 $ AMOUNT FY 2034 $ AMOUNT TOTAL Debt Service - User Fee $5,890,000 $5,890,000 $5,890,000 $5,891,000 $5,889,000 $29,450,000 Debt Service - Impact Fee $19,201,000 $19,201,000 $19,196,000 $19,196,000 $19,197,000 $95,991,000 Expansion Related Projects -Generally $0 $0 $0 $0 $0 $0 Replacement & Rehabilitation Projects - Generally $43,775,000 $44,775,000 $37,275,000 $37,275,000 $35,275,000 $198,375,000 Departmental Capital $1,010,000 $1,030,000 $1,051,000 $1,072,0001 $1,093,000 $5,256,000 Reserve for Contingencies - Replacement & Rehabilitation Projects $4,378,000 $4,478,000 $3,728,000 $3,728,000 $3,528,0130 $19,840,000 POTABLE WATER SYSTEM PROJECT TOTALS 1 $74,254,000 $75,374,000 $67,140,0001 $67,162,000 $64,982,000 $348,912,000 REVENUE KEY - REVENUE SOURCE FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 TOTAL WIF- Water System Development Fees $15,528,000 $15,528,000 $15,528,000 $15,528,000 $15,528,000 $77,640,000 B1- Bonds/Loans $0 $0 $0 $0 $0 $0 LOC- CommercialPaper $0 $0 $0 $0 $0 $0 GF - Grant Fund $0 $0 $0 $0 $0 $0 WCA- WaterCapitalAccount $1,010,000 $1,030,000 $1,051,000 $1,072,000 $1,093,000 $5,256,000 REV -Rate Revenue $57,716,000 $58,816,000 $50,561,000 $50,562,000 $48,361,000 $266,016,000 REVENUETOTAL $74,254,000 $75,374,000 $67,140,000 $67,162,000 $64,982,000 $348,912,000 NOTE: Figures provided for years six through ten are estimates of revenues necessary to support project costs but do not constitute a long-term concurrency system. Revenue sources are estimates only; both the mix of sources and amounts will change when a rate study is conducted. 49 8/27/2024 Page 59 of 214 COUNTY WATER -SEWER DISTRICT WASTEWATER TREATMENT SYSTEM CONTENTS • WASTEWATER TREATMENT SYSTEM FACILITIES SUMMARY • COLLIER COUNTY WATER - SEWER DISTRICT CURRENT AND FUTURE WASTEWATER SERVICE AREAS • WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR SOUTH COUNTY WATER RECLAMATION FACILITY (SCWRF) SERVICE AREA • WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR NORTH COUNTY WATER RECLAMATION FACILITY (NCWRF) SERVICE AREA • WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR GOLDEN GATE WASTEWATER (GGWWTP/CCWRF) SERVICE AREA • WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR ORANGE TREE WASTEWATER TREATMENT PLANT (OTWWTP) SER- VICE AREA • WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR NORTHEAST WASTEWATER (INTERIM WWTP/NECWRF) SERVICE AR- EA • WASTEWATER SYSTEM - CONSTRAINTS • COLLIER COUNTY WATER - SEWER DISTRICT SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK") - REGIONAL WASTEWATER SYSTEMS • COLLIER COUNTY WATER - SEWER DISTRICT - SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK") - SUB -REGIONAL WASTEWATER SYSTEMS • EXHIBIT "A" - COLLIER COUNTY SCHEDULE OF CAPITAL IMPROVEMENTS • APPENDIX H - FUTURE COSTS AND REVENUES BY TYPE OF PUBLIC FACILITY Collier County 2024 Annual Update and Inventory Report (AUIR) on Public Facilities 50 Page 60 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT (AUIR) WASTEWATER TREATMENT SYSTEM FACILITIES SUMMARY Facility Type: Collier County Water -Sewer District Wastewater Treatment System Facilities (Category A) Average Level of Service (LOS) Standard: 90 (Gallons per Capita Day (gpcd))* Capacity: South Service Area; South County Water Reclamation Facility (SCWRF) Maximum Monthly Average Daily Flow (MMADF) Peaking Factor: 1.24 Permitted/Operational Treatment Capacity, Fiscal Year (FY) 2025.............. 16.00 MGD Required Treatment Capacity, FY 2025....................................................... 11.55 MGD Permitted/Operational Treatment Capacity, FY 2034................................... 16.00 MGD Required Treatment Capacity, FY 2034....................................................... 12.36 MGD North Service Area: North Countv Water Reclamation Facilitv (NCWRF Maximum Monthly Average Daily Flow (MMADF) Peaking Factor: 1.21 Permitted/Operational Treatment Capacity, FY 2025................................... 24.10 MGD Required Treatment Capacity, FY 2025....................................................... 13.30 MGD Permitted/Operational Treatment Capacity, FY 2034................................... 24.10 MGD Required Treatment Capacity, FY 2034....................................................... 14.14 MGD Golden Gate City Central Service Area; Golden Gate Wastewater Treatment Plant (GGWWTP) and Central County Water Reclamation Facility (CCWRF) Maximum Annual Average Daily Flow (AADF) (No Peaking Factor.) Permitted/Operational Treatment Capacity, FY 2025................................... 1.50 MGD Required Treatment Capacity, FY 2025....................................................... 1.20 MGD Permitted/Operational Treatment Capacity, FY 2034................................... 5.00 MGD Required Treatment Capacity, FY 2034....................................................... 1.71 MGD Oranae Tree Service Area: Oranae Tree Wastewater Treatment Plant (OTWWTP Maximum 3-Month Average Daily Flow (TMADF) Peaking Factor: 1.14 Permitted/Operational Treatment Capacity, FY 2025................................... 0.75 MGD Required Treatment Capacity, FY 2025....................................................... 0.75 MGD Permitted/Operational Treatment Capacity, FY 2034................................... 0.00 MGD Required Treatment Capacity, FY 2034....................................................... 0.00 MGD Northeast Service Area: Interim Wastewater Treatment Plant (Interim WWTP) and Northeast County Water Reclamation Facility (NECWRF) Maximum Monthly Average Daily Flow (MMADF) Peaking Factor: 1.21 Permitted/Operational Treatment Capacity, FY 2025................................... 1.50 MGD Required Treatment Capacity, FY 2025....................................................... 0.11 MGD Permitted/Operational Treatment Capacity, FY 2034................................... 4.00 MGD Required Treatment Capacity, FY 2034....................................................... 3.15 MGD Expenditures FY 2025 - FY 2029: ** Debt Service - User Fee.............................................................................. $ 26,053,000 Debt Service - Impact Fee........................................................................... $ 73,848,000 Expansion Related Projects - Other............................................................. $384,000,000 Replacement & Rehabilitation Projects - Other ............................................ $328,471,000 Departmental Capital................................................................................... $ 4,761,000 Reserve for Contingencies - Replacement & Rehabilitation Projects........... $ 27,099,000 *** TOTAL: $844,232,000 7/z5/20N Page 61 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT WASTEWATER TREATMENT SYSTEM FACILITIES SUMMARY Facility Type: Collier County Water -Sewer District (CCWSD) Wastewater Treatment System Facilities (Category A) Existina Revenue Sources FY 2025 - FY 2029: Wastewater System Development Fees / Impact Fees ................................ $ 58,169,000 Bonds/ Loans............................................................................................... $ 384,000,000 CommercialPaper....................................................................................... $ - GrantFund.................................................................................................. $ 2,500,000 Wastewater Capital Account - Transfers...................................................... $ 4,761,000 Rate Revenue.............................................................................................. $ 394,802,000 TOTAL: $ 844,232,000 Surplus or (Deficit) for Five Year Program: Recommendation: $0 That the CCPC forward a recommendation of approval to the BCC for the proposed Wastewater Treatment System Facilities AUIR for FY 2024/25 - FY 2028/29; that the BCC find the CCWSD Wastewater Treatment System in compliance with concurrency requirements found in Florida Statutes Section 163, the Collier County Comprehensive Plan and the Land Development Code; and that the BCC approve the CCWSD's proposed 2024 Wastewater Treatment System Facilities AUIR and adopt the CIE update for FY 2024/25 - FY 2028/29. Notes: * The LOS standard, peaking factors, and guidance on the timing of capacity improvements are within the Final Wastewater Master Plan Dated July 2021, Revised April 2023. ** The Capital Improvement Element (CIE) is consistent with the Board approved FY2025 budget. * * * Asper Florida Statutes Section 129. 01(c), contingency reserves are up to 10% of expenses. 7/zs/20R Page 62 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT WASTEWATER TREATMENT SYSTEM FACILITIES SUMMARY Collier County Water -Sewer District - Wastewater Treatment System Facilities Considerations: The Public Utilities Department's 2024 Wastewater Treatment System Facilities AUIR is presented as a snapshot of concurrency conditions, based on permanent population estimates and projections for the Collier County Water -Sewer District's (CCWSD)'s wastewater service areas. The CCWSD is in compliance with concurrency requirements for fiscal year (FY) 2025 and FY 2026, per Florida Statutes Section 163, the Collier County Comprehensive Plan, and the Land Development Code. 2. The LOS standard presented herein represents normal operating conditions. The Public Utilities Department also evaluates the ability of the wastewater system to manage peak wet weather events. Improvements to the collections system and treatment plants, such as pipe replacement, flow diversion, and storage, are programmed to ensure that peak wet weather flows can be managed. 3. To ensure adequate treatment capacity for growth within the district boundary of the CCWSD, expansion related projects commenced based on the LOS standard, population projections and capacity as shown in the AUIR. All system expansions have been planned through a coordinated effort with the Growth Management Department and the Transportation Management Services Department. 4. The Golden Gate City Central Service Area is anticipated to expand when needed to accommodate flow from current and future development in Activity Center #9 and the surrounding area north of 1-75. To facilitate this service area expansion as well as anticipated redevelopment of the Golden Gate Parkway corridor and the Golden Gate Country Club (acquired by the County in July 2019) and the conversion of existing septic system users within the existing service area, the GGWWTP will undergo a 3.5 Million Gallons per Day (MGD) expansion in FY 2027, resulting in the 5 MGD (net) CCW RF. 5. The Northeast Service Area's 1.5 MGD Interim WWTP located at the Northeast Utility Facilities (NEUF) site will be online in FY 2025 and will provide support to the Northeast Service Area until the new NECWRF is online in FY 2030. The NEUF is sited on 147 acres of County owned land at the east end of 39th Avenue NE. 6. The 4 MGD (net) NECWRF at the NEUF site is projected to be online in FY 2030 to support forecasted growth throughout the county encompassing, but not limited to, the villages and towns planned in the Northeast Service Area, including villages and a town in the Big Cypress Stewardship District (Rivergrass, Town of Big Cypress, and Bellmar), the adjacent SkySail subdivision, Immokalee Road Rural Village, Town of Hogan Island, and Brightshore Village. The addition of this water reclamation facility also provides the needed reliability to serve the expanded CCWSD by supporting future rehabilitation and replacement needs at the other regional facilities. 7. Concurrency is shown for 10 years for the current service area. This conforms with the State mandated Capital Improvement Element (CIE), concurrency regulations, and other Collier County Departments' AUIR submittals. 7/25/20R Page 63 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT WASTEWATER TREATMENT SYSTEM FACILITIES SUMMARY Collier County Water -Sewer District - Wastewater Treatment System Facilities Considerations (Continued): 8. The need for readiness is also supported by the "Collier County Water -Sewer District System Utilization and Diminishing Capacity Report" (the "Checkbook"), which compares available treatment capacity to potential demand from Board -approved development commitments. Currently, the Checkbook reports that if all active Board - approved development commitments were built -out, the SCWRF would have a deficit in permitted treatment capacity. To avoid exceeding the permitted capacity of the SCWRF, flow diversions to the NCWRF may be required until capacity improvements are implemented, and/or permanent diversions to the CCWRF and/or NCWRF are completed. Collection system projects are also scheduled to reduce the amount of inflow and infiltration delivered to SCWRF. Until new plants are constructed additional flows diversions may be necessary. Flow may be diverted from GGWWTP to SCWRF to avoid exceeding the permitted capacity of the GGWWTP. Flow may be diverted from OTWWTP to NCWRF or (when online) the Northeast Service Area (Interim WWTP/NECWRF) to avoid exceeding the permitted capacity of OTWWTP. 9. Per Florida Administrative Code, Rule 62-600.405, capacity analysis reporting to the Department of Environmental Protection (DEP) is triggered once three-month average daily flow exceeds 50% of the Permitted / Operational Treatment Capacity. The 50% capacity reporting line is plotted on the graph for each plant as a reference. 10. The Public Utilities Department's staff recommends that the Collier County Board of County Commissioners (BCC) approve the CCWSD's 2024 Wastewater Treatment System Facilities AUIR. 7/zs/zo$$ Page 64 of 214 Collier County Water -Sewer District Current and Future Wastewater Service Areas R 25 S R 26 S R 27 S AN 0 1 2 4 6 8 wmmmmmr==�� Miles Legend fi Nodh Coll ier Wastewater Service Area South Collier Wastewater Service Area Golden Sale Wastewater Service Area He0east Wastewater Service Arna Orange Tree Wastewater Service Area Served by Others Collertion Area E3 ExclLded From CCWSD by Special Act = District Boundary Q co R 28 S I R 29 S I R 30 S 17 19 1 1 i le16 JSN. 1 191 J L3 Immokalee Water & Sewer District RD 391 341 31 32 13 144 15 2- LW 4 7 e 7 34 IS L2 Is 15 141 is 23 2- it lmlrgkake RD Ave Maria 11 I1 I I- 11 li i7 E6 SS _L4 17 7 n Zi 2 2; Z4 19 Zp 21 22 14 19 W q;W i P_ WY F T 39 aq-g _ 17 le 2, 30 29 7e R D 33 City of 5 T, L! 19 13 is _j_9 I 21 �_z L_; 96 29 29 27 12 3" 71 3t 33 .14 L2 MAN City of Marco Figure WT-1 55 7/25/2024 Page 65 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR THE SOUTH COUNTY WATER RECLAMATION FACILITY (SCWRF) SERVICE AREA 1 2 3 4 5 6 7 Fiscal Year Permanent Population Served on Oct.1 Required Treatment Capacity MMADF (MGD) New Treatment Capacity (MGD) Permitted / Operational Treatment Capacity (MGD) Retained Treatment Capacity (MGD) Percent of Permitted Capacity 2020 99,629 11.1 16.00 4.9 69% 2021 95,893 10.7 16.00 5.3 67% 2022 98,234 11.0 16.00 5.0 69% 2023 99,993 11.2 16.00 4.8 70% 2024 101,966 11.4 16.00 4.6 71% 2025 103,453 11.5 16.00 4.5 72% 2026 104,672 11.7 16.00 4.3 73% 2027* 102,033 11.4 16.00 4.6 71% 2028 103,463 11.5 16.00 4.5 72% 2029 104,617 11.7 16.00 4.3 73% 2030 105,924 11.8 16.00 4.2 74% 2031 107,104 12.0 16.00 4.0 75% 2032 108,186 12.1 16.00 3.9 75% 2033 109,421 12.2 16.00 3.8 76% 2034 110,779 12.4 16.00 3.6 77% NOTES: (References are to the column numbers above.) 1. Fiscal Year starts October 1 and ends September 30. 2. Permanent population estimates and projections for the served area were prepared by the Collier County Comprehensive Planning Section. Populations are based on the Bureau of Economic and Business Research (BEBR) Medium Range growth rate. The BEBR population numbers are adjusted by supplemental data provided by Metro Forecasting Models, LLC. Areas beyond the existing service areas with significant remaining development potential such as, but not limited to, the new villages and towns proposed in the Northeast Service Area and the southeast will shift housing demand away from the existing wastewater service areas. Population growth projections for areas outside the current service area are proportionally deducted from the growth projections for the North, South, Central, Orange Tree, and Northeast Service Areas. The portion taken from the South Service Area ranges from 20 to 22 percent of the population growth projections. 3. Required Treatment Capacity MMADF, expressed in million gallons per day (MGD), is obtained by multiplying the Permanent Population Served on October 1 by the LOS (90 gpcd) and by the MMADF peaking factor (1.24). 4. New Treatment Capacity is the additional treatment capacity placed into service through plant construction/expansion. Timing and capacity are tentative and may be adjusted with updates in development forecasts and adoption of developer agreements: Fiscal Year New Treatment Capacity Comments: n/a n/a The SCWRF site is built out given current treatment technology on -site. 5. Permitted / Operational Treatment Capacity is the permitted treatment capacity at the beginning of the fiscal year with no deduction for the largest unit being out of service given that the SCWRF is designed for Class I reliability. 6. Retained Treatment Capacity is the Permitted / Operational Treatment Capacity minus the Required Treatment Capacity MMADF. 7. Percent of Permitted Capacity is the Required Treatment Capacity MMADF as a percentage of the Permitted / Operational Treatment Capacity. * Magnolia Pond Drive & City Gate PUD diversion from SCWRF to CCWRF when online in FY 2027. 56 7/25/2024 Page 66 of 214 18 14 12 G 10 C7 8 6 4 2 0 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR THE SOUTH COUNTY WATER RECLAMATION FACILITY (SCWRF) SERVICE AREA LOS: 90 gpcd 2020 2021 2022 2023 2024 2025 2026 2027' 2028 2029 2030 2031 2032 2033 2034 Fiscal Year t Required Treatment Capacity MMADF t Permitted / Operational Treatment Capacity — — 50% of Permitted Treatment Capacity per FAC 62-600.405 57 7/25/2024 Page 67 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR THE NORTH COUNTY WATER RECLAMATION FACILITY (NCWRF) SERVICE AREA 4 Fiscal Year Permanent Population Served on Oct.1 Max. Month Average Daily Flow MMADF (MGD) New Treatment Capacity (MGD) Permitted / Operational Treatment Capacity (MGD) Retained Treatment Capacity (MGD) MMADF Diverted to NCWRF (MGD) Required Treatment Capacity at NCWRF (MGD) Percent of Permitted Capacity 2020 118,963 13.0 24.10 11.1 13.0 54% 2021 115,533 12.6 24.10 11.5 12.6 52% 2022 117,082 12.8 24.10 11.3 12.8 53% 2023 118,804 12.9 24.10 11.2 0.004 12.9 54% 2024 120,993 13.2 24.10 10.9 0.024 13.2 55% 20251 122,169 13.3 24.10 10.8 13.3 55% 2026 123,132 13.4 24.10 10.7 13.4 56% 2027 123,979 13.5 24.10 10.6 13.5 56% 2028 125,067 13.6 24.10 10.5 13.6 57% 2029 125,904 13.7 24.10 10.4 13.7 57% 2030 126,828 13.8 24.10 10.3 13.8 57% 20311 127,614 13.9 24.10 10.2 13.9 58% 2032 128,280 14.0 24.10 10.1 14.0 58% 2033 129,021 14.1 24.10 10.0 14.1 58% 2034 129,807 14.1 24.10 10.0 14.1 59% NOTES: (References are to the column numbers above., 1. Fiscal Year starts October 1 and ends September 30. 2. Permanent population estimates and projections for the served area were prepared by the Collier County Comprehensive Planning Section. Populations are based on the Bureau of Economic and Business Research (BEBR) Medium Range growth rate. The BEBR population numbers are adjusted by supplemental data provided by M tro Forecasting M dels, LLC. Areas beyond the existing service areas with significant remaining development potential such as, but not limited to, the new villages and towns proposed in the Northeast Service Area and the southeast will shift housing demand away from the existing wastewater service areas. Population growth projections for areas outside the current service area are proportionally deducted from the growth projections for the North, South, Central, Orange Tree, and Northeast Service Areas. The portion taken from the North Service Area ranges from 16 to 23 percent of the population growth projections. 3. Maximum M nth Average Daily Flow M DF, expressed in million gallons per day (MGD), is obtained by multiplying the Permanent Population Served on October 1 by the LOS (90 gpcd) and by the MMADF peaking factor (1.21). 4. New Treatment Capacity is the additional treatment capacity placed into service through plant construction/expansion. Timing and capacity are tentative and may be adjusted with updates in development forecasts and adoption of developer agreements: Fiscal Year New Treatment Comments: n/a n/a n/a 5. Permitted / Operational Treatment Capacity is the permitted treatment capacity at the beginning of the fiscal year with no deduction for the largest unit being out of service given that the NCWRF is designed for Class I reliability. 6. Retained Treatment Capacity is the Permitted / Operational Treatment Capacity minus the M ximum M nth Average Daily Flow MMADF. 7. MMADF Diverted to NCWRF is the amount of MMADF flow diverted from the Northeast Service Area. Additional flow from OTWWTP may be diverted to the North Service Area as necessary until the Northeast Interim WWTP is online. Flow can be diverted to the North Service Area by: the Orange Tree pump station and Oil Well Road force main; Heritage Bay master pump station; and new and existing force mains along Oil Well Road, Immokalee Road, Logan Boulevard, Vanderbilt Beach Road, and Goodlette-Frank Road. 8. Required Treatment Capacity at NCWRF is the M ximum M nth Average Daily Flow M DF plus the M DF Diverted to NCWRF. 9. Percent of Permitted Capacity is the Required Treatment Capacity at NCWRF as a percentage of the Permitted / Operational Treatment Capacity. 58 7/25/2024 Page 68 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR THE NORTH COUNTY WATER RECLAMATION FACILITY (NCWRF) SERVICE AREA LOS: 90 gpcd 30 25 20 0 15 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 0 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 Fiscal Year --*--Required Treatment Capacity MMADF t Permitted / Operational Treatment Capacity — — 50% of Permitted Treatment Capacity per FAC 62-600.405 59 7/25/2024 Page 69 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR THE GOLDEN GATE WASTEWATER (GGWWTP/CCWRF) SERVICE AREA 1 2 3 4 5 6 7 Fiscal Year Permanent Population Served on Oct.1 Required Treatment Capacity AADF (MGD) New Treatment Capacity (MGD) Permitted / Operational Treatment Capacity (MGD) Retained Treatment Capacity (MGD) Percent of Permitted Capacity 2020 12,982 1.17 1.5 0.33 78% 2021 13,015 1.17 1.5 0.33 78% 2022 13,047 1.17 1.5 0.33 78% 2023 13,061 1.18 1.5 0.32 78% 2024 13,142 1.18 1.5 0.32 79% 2025 13,333 1.20 1.5 0.30 80% 2026 13,499 1.21 1.5 0.29 81% 2027* 17,986 1.62 3.5 5.0 3.38 32% 2028 18,201 1.64 5.0 3.36 33% 2029 18,386 1.65 5.0 3.35 33% 2030 18,551 1.67 5.0 3.33 33% 2031 18,700 1.68 5.0 3.32 34% 2032 18,829 1.69 5.0 3.31 34% 2033 18,939 1.70 5.0 3.30 34% 2034 19,030 1.71 5.0 3.29 34% NOTES: (References are to the column numbers above.) 1. Fiscal Year starts October 1 and ends September 30. 2. Permanent population estimates and projections for the served area were prepared by the Collier County Comprehensive Planning Section. Populations are based on the Bureau of Economic and Business Research (BEBR) Medium Range growth rate. The BEBR population numbers are adjusted by supplemental data provided by Metro Forecasting Models, LLC. Areas beyond the existing service areas with significant remaining development potential such as, but not limited to, the new villages and towns proposed in the Northeast Service Area and the southeast will shift housing demand away from the existing wastewater service areas. Population growth projections for areas outside the current service area are proportionally deducted from the growth projections for the North, South, Central, Orange Tree, and Northeast Service Areas. The portion taken from the Central Service Area is 0 percent of the population growth projections. 3. Required Treatment Capacity AADF, expressed in million gallons per day (MGD), is obtained by multiplying the Permanent Population Served on October 1 by the LOS (90 gpcd). [No Peaking Factor.] 4. New Treatment Capacity is the additional treatment capacity placed into service through plant construction/expansion. Timing and capacity are tentative and may be adjusted with updates in development forecasts and adoption of developer agreements: Fiscal Year New Treatment Capacity Comments: 3.5 MGD expansion resulting in the 5 MGD (net) Central County Water Reclamation Facility (CCWRF) to sustain sewer service to existing and future customers in the 2027 5 D Golden Gate City and Activity Center #9 areas, to be online by FY 2027. Final capacity (net) may be adjusted depending on further assesment of the existing plants investment portfolio. 5. Permitted / Operational Treatment Capacity is the permitted treatment capacity at the beginning of the fiscal year with no deduction for the largest unit being out of service given that the GGWWTP is designed for Class I reliability. 6. Retained Treatment Capacity is the Permitted / Operational Treatment Capacity minus the Required Treatment Capacity AADF. 7. Percent of Permitted Capacity is the Required Treatment Capacity AADF as a percentage of the Permitted / Operational Treatment Capacity. * Magnolia Pond Drive & City Gate PUD diversion from SCWRF to CCWRF when online in FY 2027. 60 7/25/2024 Page 70 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR THE GOLDEN GATE WASTEWATER (GGWWTP/CCWRF) SERVICE AREA LOS: 90 gpcd 5.5 5 MGD CCWRF 5.0 4.5 4.0 * Magnolia Pond Drive & City 3.5 Gate PUD diversion from SCWRF to CCWRF when online. p 3.0 2.5 / 2.0 1.5 1.0 0.5 0.0 2020 2021 2022 2023 2024 2025 2026 2027' 2028 2029 2030 2031 2032 2033 2034 Fiscal Year t Required Treatment Capacity AADF t Permitted / Operational Treatment Capacity — — 50% of Permitted Treatment Capacity per FAC 62-600.405 61 7/25/2024 Page 71 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR ORANGE TREE WASTEWATER TREATMENT PLANT (OTWWTP) SERVICE AREA 1 2 3 4 5 6 7 8 9 Fiscal Year Permanent Population Served on Oct.1 Max. Three Month Average Daily Flow TMADF New Treatment Capacity (MGD) Permitted / Operational Treatment Capacity (MGD) Retained Treatment Capacity (MGD) Diverted TMADF (MGD) Required Treatment Capacity at OTWWTP (MGD) Percent of Permitted Capacity 2020 5,571 0.57 0.75 0.18 0.57 76% 2021 6,066 0.62 0.75 0.13 0.62 83% 2022 6,394 0.66 0.75 0.09 0.66 87% 2023 6,708 0.69 0.75 0.06 0.69 92% 2024 7,369 0.76 0.75 -0.01 -0.006 0.75 100% 2025 8,052 0.83 0.75 -0.076 -0.076 0.75 100% 2026 8,612 0.88 0.75 -0.134 -0.134 0.75 100% 2027 9,104 0.93 0.75 -0.184 -0.184 0.75 100% 2028 9,736 1.00 0.75 -0.249 -0.249 0.75 100% 2029 10,223 1.05 0.75 -0.299 -0.299 0.75 100% 2030 10,760 1.10 0.75 -0.354 -0.354 0.75 100% 2031 Begin testing and transition to NECWRF. 2032 NOTES: (References are to the column numbers above.) 1. Fiscal Year starts October 1 and ends September 30. 2. Permanent population estimates and projections for the served area were prepared by the Collier County Comprehensive Planning Section. Populations are based on the Bureau of Economic and Business Research (BEBR) Medium Range growth rate. The BEBR population numbers are adjusted by supplemental data provided by M tro Forecasting M dels, LLC. Areas beyond the existing service areas with significant remaining development potential such as, but not limited to, the new villages and towns proposed in the Northeast Service Area and the southeast will shift housing demand away from the existing wastewater service areas. Population growth projections for areas outside the current service area are proportionally deducted from the growth projections for the North, South, Central, Orange Tree, and Northeast Service Areas. The portion taken from the Orange Tree Service Area ranges from 7 to 10 percent of the population growth projections. 3. Three M nth Average Daily Flow TMADF, expressed in million gallons per day (MGD), is obtained by multiplying the Permanent Population Served on October 1 by the LOS (90 gpcd) and by the TMADF peaking factor (1.14). 4. New Treatment Capacity is the additional treatment capacity placed into service through plant construction/expansion. Timing and capacity are tentative and may be adjusted with updates in development forecasts and adoption of developer agreements: Treatment Fiscal Year Capacity Comments: To Be The OTWWTP site will be vacated one year (at the latest) after the initial phase of the NECWRF is -0.75 MGD Determined completed, tested, and transitioned. 5. Permitted / Operational Treatment Capacity is the permitted treatment capacity at the beginning of the fiscal year with no deduction for the largest unit being out of service given that the OTWWTP is designed for Class I reliability. 6. Retained Treatment Capacity is the Permitted / Operational Treatment Capacity minus the M ximum Three M nth Average Daily Flow TMADF. 7. Diverted TMADF is the amount of flow diverted from OTWWTP to the Northeast Interim WWTP. Additionally, flow from OTWWTP may be diverted to the North Service Area as necessary until the Northeast Interim WWTP is online. Flow can be diverted to the North Service Area by: the Orange Tree pump station and Oil Well Road force main; Heritage Bay master pump station; and force mains along Oil Well Road, Immokalee Road, Logan Boulevard, Vanderbilt Beach Road, and Goodlette-Frank Road. 8. Required Treatment Capacity at OTWWTP is the Maximum Three Month Average Daily Flow TMADF plus the Diverted TMADF. 9. Percent of Permitted Capacity is the Required Treatment Capacity at OTWWTP as a percentage of the Permitted / Operational Treatment Capacity. 62 7/25/2024 Page 72 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR ORANGE TREE WASTEWATER TREATMENT PLANT (OTWWTP) SERVICE AREA LOS: 90 gpcd 1.4 Excess flow will be 1.2 diverted to the North Service Area until the Northeast Interim WWTP 1.0 is online. Testing and transition to NECWRF. 0.8 G C9 0.6 Begin diversion to 4 MGD NECWRF Northeast Interim WWTP. Phase 1 online. 0.2 0.0 i i i i i i i i i i i ii 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 Fiscal Year Required Treatment Capacity TMADF --+— Permitted / Operational Treatment Capacity 50% of Permitted Treatment Capacity per FAC 62-600.405 • • • • • • Max. Three Month Average Daily Flow (TMADF) 63 7/25/2024 Page 73 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - TREATMENT FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR NORTHEAST WASTEWATER (INTERIM WWTP/NECWRF) SERVICE AREA 1 2 3 4 5 6 7 8 9 Fiscal Year Permanent Population Served on Oct.1 Max. Month Average Daily Flow MMADF (MGD) New Treatment Capacity (MGD) Permitted / Operational Treatment Capacity (MGD) Retained Treatment Capacity (MGD) Diverted MMADF (MGD) Required Treatment Capacity at NESA (MGD) Percent of Permitted Capacity 2023 40 0.004 -0.004 2024 159 0.02 -0.017 2025 232 0.03 1.5** 1.5 1.47 0.084 0.11 7% 2026 942 0.10 1.5 1.40 0.15 0.25 17% 2027 1,751 0.19 1.5 1.31 0.20 0.39 26% 2028 2,426 0.26 1.5 1.24 0.27 0.54 36% 2029 4,000 0.44 1.5 1.06 0.33 0.76 51% 2030 6,049 0.66 2.50 4.0 3.34 0.39 1.05 26% 2031* 19,789 2.16 4.0 1.84 2.16 54% 2032 23,045 2.51 4.0 1.49 2.51 63% 2033 26,187 2.85 4.0 1.15 2.85 71% 2034 28,942 3.15 4.0 0.85 3.15 79% NOTES: (References are to the column numbers above.) 1. Fiscal Year starts October 1 and ends September 30. 2. Permanent population estimates and projections for the served area were prepared by the Collier County Comprehensive Planning Section. Populations are based on the Bureau of Economic and Business Research (BEBR) Medium Range growth rate. The BEBR population numbers are adjusted by supplemental data provided by M tro Forecasting M dels, LLC, including but not limitedoto projections for the future Northeast Service Area including, Rivergrass, Town of Big Cypress, Town of Hogan Island, Bellmar, Immokalee Road Rural Village, Brightshore Village, and Randall Curve. Areas beyond the existing service areas with significant remaining development potential such as, but not limited to, the new villages and towns proposed in the Northeast Service Area and the southeast will shift housing demand away from the existing wastewater service areas. Population growth projections for areas outside the current service area are proportionally deducted from the growth projections for the North, South, Central, Orange Tree and Northeast Service Areas. The portion taken from the Northeast Service Area is 1 percent of the population growth projections. 3. Maximum M nth Average Daily Flow M DF, expressed in million gallons per day (MGD), is obtained by multiplying the Permanent Population Served on October 1 by the LOS (90 gpcd) and by the MMADF peaking factor (1.21). 4. New Treatment Capacity is the additional treatment capacity placed into service through plant construction/expansion. Timing and capacity are tentative and may be adiusted with updates in development forecasts and adoption of developer aereements: Fiscal Year New Treatment Comments: 1.5 M D Annual Average Daily Flow (AADF) Interim WWTP, storage tanks and associated pipelines at 2025 1.5 MGD the NEUF site to facilitate development in the northeast region of the county, outside the Orange Tree (AADF) and Orange Blossom Ranch PUDs, beginning in FY 2019 through FY 2024. 4.0 MGD Northeast County Water Reclamation Facility (NECWRF) at the Northeast Utility Facilities (NEUF) site to 2030 (net) sustain sewer service to customers in the new villages proposed in the Northeast Wastewater Service (MMADF) Area, beginning construction in FY 2028, Phase 1 to be online by FY 2030. 5. Permitted /Operational Treatment Capacity is the permitted treatment capacity at the beginning of the fiscal year with no deduction for the largest unit being out of service given that the NECWRF is designed for Class I reliability. 6. Retained Treatment Capacity is the Permitted / Operational Treatment Capacity minus the M ximum M nth Average Daily Flow MMADF. 7. Diverted M DF is the flow diverted from the Northeast ServicelArea (NESA) to the North Service Area or the flow diverted from OTWWTP to NESA. Flow from NESA will be diverted to NCWRF the until the northeast Interim WWTP is online. Flow from OTWWTP is converted from TMADF to M DF by dividing the OTWWTP TMADF by the OTWWP TMADF peaking factor of 1.14 then multiplying by the OTWWTP M DF peaking factor of 1.25. The peaking factors are from the Final Potable Water Master Plan Dated July 2021, Revised April 2023. Flow diverted from OTWWTP will vary during NECWRF testing and transition. 8. Required Treatment Capacity at NESA is the Maximum Month Average Daily Flow MMADF plus the Diverted MMADF. 9. Percent of Permitted Capacity is the Required Treatment Capacity at NESA as a percentage of the Permitted / Operational Treatment Capacity. * Population increase due to testing and transition from OTWWTP . ** The Interim WWTP is permitted on an AADF basis. 1.5 MGD is conservative when compared to MMADF flow but is used to assure compliance with the actual permit requirement. 64 7/25/2024 Page 74 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities WASTEWATER SYSTEM - FACILITIES LEVEL OF SERVICE (LOS) STANDARD ASSESSMENT FOR NORTHEAST WASTEWATER (INTERIM WWTP/NECWRF) SERVICE AREA LOS: 90 gpcd 4 MGD NECWRF 5 Phase 1 online. 4 4 *Population increase due to testing and transition from OTWWTP. 3 G 3 1.5 MGD Interim 2 2 1 / 1 0 2023 2024 2025 2026 2027 2028 2029 2030 2031* 2032 2033 2034 Fiscal Year Required Treatment Capacity MMADF t Permitted / Operational Treatment Capacity — — 50% of Permitted Treatment Capacity per FAC 62-600.405 65 7/25/2024 Page 75 of 214 2024 ANNUAL UPDATE AND INVENTORY REPORT Collier County Public Utilities Department WASTEWATER SYSTEM - CONSTRAINTS The following areas will have future constrained wastewater conveyance capacity based on current growth patterns. The plan to address each constraint is discussed below. City Gate PUD/Activity Center #9 Background: - The original design of wastewater transmission facilities along Davis Boulevard did not anticipate service to the areas north of 1-75. Proposed growth in Activity Center #9 and the surrounding area may require additional conveyance and treatment capacity. Status: - A new force main along Magnolia Pond Drive to the Golden Gate City Wastewater Treatment Plant (GGWWTP) was completed in February 2021, and provides additional transmission capacity. - The Central County Water Reclamation Facility (CCWRF) design is near completion, after which construction will be solicited. The CCWRF is anticipated to be on-line in FY 2027. - Once the CCWRF is on-line, City Gate PUD/Activity Center #9 demand flow can be diverted from SCWRF to CCWRF. - A new master pump station will be built at the GGWWTP along with an associated force main connected to the Santa Barbara force main. This will allow wastewater flow diversion from or to other regional treatment plants to maximize reliability within the wastewater system. Western Interconnect Background: - A Western Interconnect is needed for engineering reliability, flow management and to maintain regulatory compliance. At completion of all nine phases, the Western Interconnect allow for wastewater flow to be routed to the NCWRF or the SCWRF. When this occurs, the Western Interconnect can be used to convey excess flows to the NCWRF. Likewise, in severe rain events, these assets can be used to redirect peak flows to prevent the SCWRF from being overwhelmed. The Western Interconnect will also provide resiliency and reliability, optimizing system operations allowing for flexibility of wastewater transmission mains at the intersections of Pine Ridge Road, Vanderbilt Beach Road, and Immokalee Road. This flexibility allows Wastewater Collections staff to isolate portions of the system in order to maintain and repair these force mains while continuing to provide the same high level of service. - A series of force main extensions, a potential new booster pump station, and improvements to Master Pump Station (MPS) 309.00 [Located on Lakewood Blvd. North of Davis Blvd.] are needed to complete the interconnect. The force main along Livingston Road is divided into phases generally extending from Radio Road to Immokalee Road. Status: - Six phases have been constructed. Phases 7A and 7B are near completion. - The final Phase 8 between Vanderbilt Beach Road and Immokalee Road will be completed when needed as dictated by flow projections. - Phase 9, MPS 309 rehabilitation, and the potential new booster pump station design commenced in FY 2024. New Master Pump Station 101.12 (Naples Park) Background: - MPS 101.00 [Located near the intersection of 111th Ave. N. and Vanderbilt Drive] currently serves areas north and south of 111th Avenue N. The new MPS 101.12 [Located on the Southwest corner of the intersection of 110th Ave. N. and 8th St. NJ will allow the area to be divided such that MPS 101.00 will serve north of 111th Avenue N., and MPS 101.12 will serve the area south, which includes Naples Park. A new 8th Street gravity main and Creekside Road force main connected to MPS 101.12 will allow greater wastewater flows to be conveyed from the constrained Naples Park area. Status: - The transmission infrastructure was designed as part of the Basin 101 Program. The project is being constructed in phases. The first phase of the Creekside Road Force Main, east of US41, is complete. Phase 2 will be constructed as funding is available. - MPS 101.12 and the 8th Street Interceptor gravity main are planned to begin as funding is available. 66 7/25/2024 Page 76 of 214 BGf!1i2 Re F.11 RO _ 'N�ggii,s L:ti I.. -'- ;Jill PS A a309.09 W. I n p Naples R Park Constraint Collier County Water -Sewer District Wastewater System Constraints NGWRF �m. I�:I�L���, Gaffe aLvo .v N PO n Vd�i'e 6LWB 7 frnerfm 1M1WTP/ Purure NECWI$F 11 � , Wcl 'L _ Ran^_ail gLVO w OTWVVTP m c Go:oer Gate Oi V;1 t Western Interconnect Gcicer, G aiP G1MY (24" FM) i^ rs GGWWTP/ P5 s Furore CCWf2F City Gate PUM 309.09 ,� •r = Activity Center #9 is •. Constraint i \ r�31t1 ,-51'�kF ��•3m m:]Ci. RD ._— .. ...............—_ . South Service ` i Area Constraint SCINRF -. fpz g. �`ccccccyyyyyy Legends F Wastewater LiftStations �= N 0 2 4 8 A� Miles 67 7/25/2024 Page 77 of 214 COLLIER COUNTY WATER - SEWER DISTRICT SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK") REGIONAL WASTEWATER SYSTEMS DATA: Current as of May 10, 2024 INTRODUCTION: The Checkbook uses the historical maximum monthly average daily flow (MMADF) and the maximum 3-day average daily flow (TDADF) from the last 10 years as baseline scenarios. Unbuilt future commitments are then added to the baselines to arrive at worst -case scenarios for future operational requirements. PERMITTED/OPERATIONAL PLANT CAPACITY 1. Existing Permitted/Operational Plant Capacity (MMADF PERMIT BASIS) CURRENT AVAILABLE CAPACITY (BASED ON HISTORICAL EXTREME EVENT) 2a. 10-Year Maximum (TDADF) [2] (Date of Occurrence:[N CWRF 8/28/2017][SCWRF 9/15/2020]) 2b. 10-Year Maximum (MMADF) [2] (Date of Occurrence:[N CWRF Mar-2024][SCWRF Feb-2024]) 3a. Peak Flow Diversion (TDADF)[3] 3b. Peak Flow Diversion (MMADF)[3] 4a. Current Available Diminishing Capacity (TDADF) (Line 1-Line 2a-Line 3a) 4b. Current Available Diminishing Capacity (MMADF) (Line 1-Line 2b-Line 3b) CURRENT AVAILABLE CAPACITY (WITHOUT FUTURE COMMITMENTS) 5a. 5b. Million Gallons per Day (MGD) WASTEWATERRI NORTH SOUTH 24.100 16.000 Million Gallons per Day (MGD) WASTEWATER 1 NORTH SOUTH 16.734 18.983 13.291 12.068 3.000 (3.000) 0.000 0.000 4.366 0.017 10.809 3.932 CURRENT SYSTEM AVAILABILITY (MAX. 3-DAY)(Line 4a/Line 1) 18% 0% CURRENT SYSTEM AVAILABILITY (PERMIT BASIS) (MAX. MONTH) (Line 4b/Line 1) 45% 1 25% PROJECTED AVAILABLE CAPACITY (WITH FUTURE COMMITMENTS) 6• Commitment Flow[4] 7a. Peak Flow Diversion (TDADF)[3] 7b. Peak Flow Diversion (MMADF)[3] 8a. Projected Available Diminishing Capacity (TDADF)(Line 1-(Line 2a+Line 6)-Line 7a) 8b. Projected Available Diminishing Capacity (MMADF)(Line 1-(Line 2b+Line 6)-Line 7b) PROJECTED AVAILABILITY (WITH FUTURE COMMITMENTS) 9a. 9b. Million Gallons per Day (MGD) WASTEWATERRI NORTH SOUTH 3.211 4.723 3.500 0.000 (3.500) 0.000 0.655 7.598 (4.206) (0.791) PROJECTED AVAILABILITY (MAX. 3-DAY)(Line 8a / Line 1) 3% -26% PROJECTED SYSTEM AVAILABILITY (PERMIT BASIS) (MAX. MONTH ) (Line 8b/Line 1) 32% -5% FUTURE AVAILABLE CAPACITY (WITH EXPANSIONSHWITH FUTURE COMMITMENTS 10. Planned Expansion Capacity within 5 Years (MMADF) 11a. Peak Flow Diversion (TDADF)[3] 11b. Peak Flow Diversion (MMADF)[3] 12a. Future Available Diminishing Capacity (TDADF) (Line 1-(Line 2a+Line 6)+Line 10-Line Ila) 12b. Future Available Diminishing Capacity (MMADF)(Line 1- (Line 2b+Line 6)+Line 10- Line llb) FUTURE AVAILABILITY (WITH EXPANSIONS AND FUTURE COMMITMENTS) 13a. 13b. Million Gallons per Day (MGD) WASTEWATER 1 NORTH SOUTH 0.000 0.000 3.500 0.000 (3.500) 0.000 0.655 7.598 (4.206) (0.791) FUTURE AVAILABILITY (MAX. 3-DAY)'Line 12a / (Line 1+Line 10) 3% -26% RE SYSTEM AVAILABILITY (PERMIT BASIS) (MAX. MONTH)(Linelzb/(Linel+Line 10) 32% -5% 68 7/25/2024 Page 78 of 214 COLLIER COUNTY WATER - SEWER DISTRICT SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK") REGIONAL WASTEWATER SYSTEMS DATA: Current as of May 10, 2024 FOOTNOTES/QUALIFIERS: 1. Wastewater North and South are shown separately because of the finite capacity of the interconnect. 2. Each historical plant flow value indicated may include flows diverted to or from another treatment facility's service area. Operational diversions may occur prior to the recording flow meter at a particular facility. 3. South Service Area flow can be diverted to the North Service Area via the Eastern and Western Interconnects and associated pump station improvements. The Eastern Interconnect is an existing 20" force main along Santa Barbara Blvd that can divert flow from MPSs 312.00 and 313.00 to MPS 104.00, which ultimately discharges to the NCWRF. The Western Interconnect is a proposed 24" force main along Livingston Road that will divert flow from MPSs 305.00, 309.00, and 310.00 ultimately to the NCWRF. The Western Interconnect is being constructed in phases and has limited operational capacity. Flow can be diverted to the North Service Area by the Orange Tree pump station and Oil Well Road force main; Heritage Bay master pump station; and new and existing force mains along Oil Well Road, Immokalee Road, Logan Boulevard, Vanderbilt Beach Road, and Goodlette- Frank Road. MPS 167.00 will have the capability of diverting wastewater flows from the North Service Area to the Northeast Service Area. These interconnects provide the operational flexibility needed to manage the peak flows forecasted by the Checkbook. 4. Capacity requested by outstanding active BCC -approved development commitments, as documented in the most current GMD PUD Master List. Built -out, closed -out, inactive, and discontinued commitments are not included; only active commitments are included. The outstanding commitments are assumed to be developed before closeout. 69 7/25/2024 Page 79 of 214 COLLIER COUNTY WATER - SEWER DISTRICT SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK") REGIONAL WASTEWATER SYSTEMS DATA: Current as of May 10, 2024 INTRODUCTION: The Checkbook uses the historical maximum 3-day average daily flow (TDADF), the maximum monthly average daily flow (MMADF), and the maximum three month average daily flow (TMADF) from the last 10 years as baseline scenarios. Unbuilt future commitments are then added to the baselines to arrive at worst -case scenarios for future operational requirements. PERMITTED/OPERATIONAL PLANT CAPACITY 1. Existing Permitted/Operational Plant Capacity (TMADF PERMIT BASIS) CURRENT AVAILABLE CAPACITY (BASED ON HISTORICAL EXTREME EVENT) 2a• 10-Year Maximum (TDADF)[2]'Date of Occurrence: [Northeast 9/14/20171 [Central [8/31/20171) 2b. 10-Year Maximum (MMADF) [2, (Date of Occurrence: [Northeast Sep-17][Central Aug-17]) 2C. 10-Year Maximum (TMADF) 121 (Date of Occurrence: [Northeast Oct-17][Central Sep-16]) 3a. Peak Flow Diversion (TDADF)[31 3b. Peak Flow Diversion (MMADF)[31 3c. Peak Flow Diversion (TMADF)[31 4a. Current Available Diminishing Capacity (TDADF) (Line 1-Line 2a-Line 3a) 4b. Current Available Diminishing Capacity (MMADF) (Line l - Line 2b-Line 3b) 4c. Current Available Diminishing Capacity (TMADF)(Line I- Line 2c-Line 3c) 5a. 5b. 5c. CURRENT AVAILABLE CAPACITY (WITHOUT FUTURE COMMITMENTS) CURRENT SYSTEM AVAILABILITY (MAX. 3-DAY)(Line 4a / Line 1) CURRENT SYSTEM AVAILABILITY (MAX. MONTH )(Line 4b/Line 1) CURRENT SYSTEM AVAILABILITY (PERMIT BASIS) (MAX. 3-MONTH )(Line 4c/Line l) PROJECTED AVAILABLE CAPACITY (WITH FUTURE COMMITMENTS) 6. Commitment Flow[4] 7a. Peak Flow Diversion (TDADF)131 7b. Peak Flow Diversion (MMADF)131 7c. Peak Flow Diversion (TMADF)[3] 8a. Projected Available Diminishing Capacity (TDADF)(Line 1-]Line 2a+Line 6)-Line 7a) 8b. Projected Available Diminishing Capacity (MMADF)(Line )- (Line 2b+Line 6)- Line 7b) 8c. Projected Available Diminishing Capacity (TMADF)(Line r- (Line 2c+Line 6)- Line 7c) 9a. 9b. 9C. PROJECTED AVAILABILITY (WITH FUTURE COMMITMENTS) PROJECTED AVAILABILITY (MAX. 3-DAY)(Line 8a / Line 1) PROJECTED AVAILABILITY (MAX. MONTH )(Line8b/Line r) PROJECTED AVAILABILITY (PERMIT BASIS) (MAX. 3-MONTH )(Line 8c / Line 1) FUTURE AVAILABLE CAPACITY (WITH EXPANSIONS)(WITH FUTURE COMMITMENTS) 10. Planned Expansion Capacity within 5 Years (Annual Average Daily Flow (AADF))[51 11a. Peak Flow Diversion (TDADF)[31 11b. Peak Flow Diversion (MMADF)[31 11c. Peak Flow Diversion (TMADF)[3] 12a. Future Available Diminishing Capacity (TDADF)(Line to - (Line 2a+Line 6)-Line 11a) 12b. Future Available Diminishing Capacity (MMADF) (Line lo(Line 2b+Line 6)-Line lib) 12c. Future Available Diminishing Capacity (TMADF)(Line 10- (Line 2c+Line 6)-Line 11c) 13a. 13 b. 13c. FUTURE AVAILABILITY (WITH EXPANSIONS AND FUTURE COMMITMENTS) FUTURE AVAILABILITY (MAX. 3-DAY)(Line 12a/Line 10) FUTURE AVAILABILITY (MAX. MONTH )(Line 12b/Line 10) FUTURE AVAILABILITY (PERMIT BASIS) (MAX. 3-MONTH )(Line 12c/Linelo) Million Gallons per Dav (MGD) WASTEWATER NORTHEAST[1] CENTRAL 0.750 1.800 Million Gallons per Dav (MGD) WASTEWATER NORTHEAST[1] CENTRAL 0.835 2.699 0.647 1.548 0.512 1.368 (0.085) (0.400) 0.000 0.000 0.000 0.000 0.000 (0.499) 0.103 0.252 0.238 0.432 0% -28% 14% 14% 32% 24% Million Gallons per Day (MGD) WASTEWATER NORTHEAST[1] CENTRAL 0.624 0.178 (0.200) (0.400) (0.200) 0.000 (0.200) 0.000 (0.509) (0.677) (0.321) 0.074 (0.186) 0.254 -68% -38% -43% 4% -25% 14% Million Gallons per Dav (MGD) WASTEWATER NORTHEAST[1] CENTRAL n/a 5.000 n/a 0.000 n/a 0.000 n/a 0.000 n/a 2.123 n/a 3.274 n/a 3.454 n/a 42% n/a 65% n/a 69% 70 7/25/2024 Page 80 of 214 COLLIER COUNTY WATER - SEWER DISTRICT SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK") REGIONAL WASTEWATER SYSTEMS DATA: Current as of May 10, 2024 FOOTNOTES/QUALIFIERS: 1. Northeast equates to Orange Tree Wastewater Treatment Plant (OTWWTP) Service Area. 2. Each historical plant flow value indicated may include flows diverted to or from another treatment facility's service area. Operational diversions may occur prior to the recording flow meter at a particular facility. 3. Flow can be diverted to the North Service Area by: the Orange Tree pump station and Oil Well Road force main; Heritage Bay master pump station; and force mains along Oil Well Road, Immokalee Road, Logan Boulevard, Vanderbilt Beach Road, and Goodlette-Frank Road. Flow can also be diverted from the Central Service Area to the South Service Area. 4. Capacity requested by outstanding active BCC -approved development commitments, as documented in the most current GMD PUD Master List. Built -out, closed -out, inactive, and discontinued commitments are not included; only active commitments are included. The outstanding commitments are assumed to be developed before closeout. 5. The 3.5 MGD expansion results in the 5 MGD (net) Central County Water Reclamation Facility (CCWRF), to be online by Fiscal Year 2027. Capacity assumed as Annual Average Daily Flow (AADF) until permitting data is available. 71 7/25/2024 Page 81 of 214 EXHIBIT "A" PUD COLLIER COUNTY SCHEDULE OF CAPITAL IMPROVEMENTS FISCAL YEARS 2025-2029 WASTEWATER TREATMENT SYSTEM PROJECTS CIE # PROJECT CONSTRUCTION SCHEDULE NOTES $ AMOUNT FY 2025 $ AMOUNT FY 2026 $ AMOUNT FY 2027 $ AMOUNT FY 2028 $ AMOUNT FY 2029 $ AMOUNT TOTAL Debt Service - User Fee $3,806,000 $4,802,000 $4,818,000 $6,325,000 $6,302,000 $26,053,000 Debt Service -Impact Fee $7,565,000 $12,852,000 $11,552,000 $20,745,000 $21,134,000 $73,848,000 Expansion Related Projects - Other $158,105,000 $0 $217,645,000 $0 $8,250,000 $384,000,000 Replacement & Rehabilitation Projects - Other $62,481,000 $63,810,000 $75,410,000 $74,710,000 $52,060,000 $328,471,000 Departmental Capital $915,000 $933,000 $952,000 $971,000 $990,000 $4,761,0010 Reserve for Contingencies -Replacement &Rehabilitation Projects $500,000 $6,381'000 $7,541,000 $7,471,000 $5,206,000 $27,099,000 WASTEWATER TREATMENT SYSTEM PROJECT TOTALS $233,372,000 $88,778,000 $317,918,000 $110,222,000 $93,942,000 $844,232,000 REVENUE KEY - REVENUE SOURCE FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 TOTAL SIF- Wastewater System Development Fees/Impact Fees $8,567,000 $10,407,000 $12,247,000 $13,474,000 $13,474,000 $58,169,000 B1- Bonds/ Loans $158,105,000 $0 $217,645,000 $0 $8,250,000 $384,000,000 LOC- Commercial Paper $0 $0 $0 $0 $0 $0 GF-Grant Fund $0 $2,500,000 $0 $0 $0 $2,500,000 SCA- Wastewater Capital Account - Transfers $915,000 $933,000 $952,000 $971,000 $990,000 $4,761,000 REV - Rate Revenue $65,785,000 $74,938,000 $87,074,000 $95,777,000 $71,228,000 $394,802,000 REVENUE TOTAL 1$233,372,0001 $88,778,0001 $317,918,000 $110,222,000 $93,942,0001 $844,232,000 NOTE: Collier County has adopted a two-year Concurrency Management System. Figures provided for years three, four, and five of this Schedule of Capital Improvements are not part of the Concurrency Management System but must be financially feasible with a dedicated revenue source or an alternative revenue source if the dedicated revenue source is not realized. Revenue sources are estimates only; both the mix of sources and amounts will change when a rate study is conducted. Amounts are in present value. As of June 2024, the 12-month percentage change of all Urban CPI is reported at 3%. CIE consistent with Board -approved FY 2025 budget DATA SOURCES: Expansion Related and Replacement & Rehabilitation Projects: FY 2025 is obtained from the 2025 Proposed Budget for R&R projects. Expansion projects FY 2026 to FY 2029 are estimated project costs. Department Capital: FY 2025 is obtained from the 2025 Proposed Budget, split 50/50 between Water and Wastewater. FY 2026 to FY 2029 are 2% increases over each fiscal year (pursuant to CPI adjustments per Board policy). Debt Service: All years are obtained from the current Collier County Water -Sewer District Financial Statements and Other Reports including Summary of Debt Service requirements to maturity. Total Debt Service amount is split 50/50 between Water and Wastewater. Reserve for Contingencies - Replacement and Rehabilitation Projects: As per Florida Statues, reserve for contingencies is up to 10%of expenses. 72 z/zs/zoza Page 82 of 214 APPENDIX H FUTURE COSTS AND REVENUES BY TYPE OF PUBLIC FACILITY FISCAL YEARS 2030-2034 PUD WASTEWATER TREATMENT SYSTEM PROJECTS CIE JJ PROJECT CONSTRUCTION SCHEDULE NOTES $AMOUNT FY 2030 $AMOUNT FY 2031 $AMOUNT FY 2032 $AMOUNT FY 2033 $AMOUNT FY 2034 $AMOUNT TOTAL Debt Service - User Fee $6,066,000 $6,065,000 $6,065,000 $6,066,000 $6,065,000 $30,327,000 Debt Service -Impact Fee $22,030,000 $22,028,000 $22,028,000 $22,028,000 $22,027,000 $110,141,000 Expansion Related Projects - Other $0 $0 $0 $0 $0 $0 Replacement & Rehabilitation Projects- Other $57,560,000 $42,760,000 $42,760,000 $39,760,000 $35,260,000 $218,100,000 Departmental Capital $1,010,000 $1,030,000 $1,051,000 $1,072,000 $1,093,000 $5,256,000 Reserve for Contingencies - Replacement & Rehabilitation Projects 1 1 $5,756,0001 $4,276,0001 $4,276,0001 $3,976,0001 526,000 $21,810,000 WASTEWATER TREATMENT SYSTEM PROJECT TOTALS 1 1 $92,422,0001 $76,159,0001 76,180,000 $72,902,0001 $67,971,0001 $385,634,000 REVENUE KEY - REVENUE SOURCE FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 TOTAL SIF- Wastewater System Development Fees/Impact Fees $13,474,000 $13,474,000 $13,474,000 $13,474,000 $13,474,000 $67,370,000 B1- Bonds/ Loans $0 $0 $0 $0 $0 $0 LOC- CommercialPaper $0 $0 $0 $0 $0 $0 GF - Grant Fund $0 $0 $0 $0 $0 $0 SCA- WastewaterCapitalAccount- Transfers $1,010,000 $1,030,000 $1,051,000 $1,072,000 $1,093,000 $5,256,000 REV - Rate Revenue $77,938,000 $61,655,000 $61,155,000 $58,356,000 $53,404,000 2313,008,000 REVENUE TOTAL $92,422,000 $76,159,000 $76,180,000 $72,902,000 $67,971,000 $385,634,000 NOTE: Figures provided for years six through ten are estimates of revenues versus project costs but do not constitute a long-term concurrency system. Revenue sources are estimates only; both the mix of sources and amounts will change when a rate study is conducted. 73 7/25/2024 Page 83 of 214 SOLID WASTE DISPOSAL FACILITIES CONTENTS • SOLID WASTE DISPOSAL FACILITIES - 2024 SUMMARY • APPENDIX "A" - SOLID WASTE COLLECTION SERVICE AREAS • APPENDIX `B" - TEN YEARS OF PERMITTED LANDFILL CAPACITY APPENDIX "C" - LEVEL OF SERVICE ASSESSMENT Collier County 2024 Annual Update and Inventory Report on Public Facilities 74 Page 84 of 214 2024 AUIR SUMMARY SOLID WASTE DISPOSAL FACILITIES Facility Type: Solid Waste Disposal (Category A) Level of Service Standard (LOSS)': Two (2) years of constructed lined cell capacity. Ten (10) years of permitted capacity. Collier County Landfill (CCLF) Capacity2: Tons Airspace Value' Two (2) years of constructed lined cell capacity: 627,934 $ 28,135,274 Available lined cell capacity: 6,251,646 $ 280,111,876 Ten (10) years of permitted capacity: 3,277,147 $ 146,836,176 Total remaining permitted capacity: 12,417,220 $ 556,367,698 Estimated date of exhausted capacity: 35 Years or 2059 The Land Development Code requires the past three year's average disposal rate be utilized to estimate the capacity for compliance with the LOS. The 2024 AUIR reflects an increase of 60 pounds per person from the 2023 AUIR, thereby decreasing the exhausted capacity by 1 year. The County's recycling rate maintained the State -Mandated rate of 75% for 2023. Collier County ranked 3rd in the State for recycling (75%) in 2023 and has ranked in the top 5, out of 67 Florida Counties, for recycling for the past 4 years. Aligned with the 2006 Board of County Commissioner approved Integrated Solid Waste Management Strategy that includes landfill airspace preservation, approximately 30,000 tons of waste, 36,000 tons of residential recyclables, and 1,000 tons of household hazardous waste (HHW) are diverted from the landfill each year and not included in the AUIR exhausted capacity calculations. Below details the mechanisms for these diversion efforts. Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed Solid Waste Disposal Facilities 2024 AUIR. Notes: I Land Development Code 6.02.08 — Solid Waste Facility Level of Service Requirements 2 Assumptions for calculations: District I projected per capita disposal rate derived from historical data as applied to projected population growth (from A UIR Appendix). Reference Appendix B for calculation methodology. Calculations do not include recycled or diverted tons. 3 The values were calculated using the data in Appendix B, by dividing the Remaining Capacity (column 6) by the Remaining Airspace Value (column 10) and multiplying by the tonnage for the level of service noted above. 75 Page 85 of 214 Integrated Solid Waste Management Strategy: In 2006, the Board of County Commissioners approved the Integrated Solid Waste Management Strategy (ISWMS), that included initiatives aligned to meet the current and future disposal needs of Collier County. The framework of the ISWMS included the following components: • Source Reduction • Material Reuse and Recycling • Diversion • Optimizing Existing Assets and Resources Using this framework and the Guiding Principles of the ISWMS, the County continues to provide quality services that focus on compliance with the LOS. The major programs and services that support the ISWMS are described herein. Community Benefit Programs - The County owns and operates four (4) citizen recycling drop- off centers and a centralized household hazardous waste (HHW) materials collection center, that collectively served over 93,000 customers and diverted over 1.8 million pounds of household hazardous wastes in Fiscal Year 2023. The County also maintains a robust education and outreach program that includes providing education and outreach to the public through school programs, attending community events, and providing tours of the solid waste facilities. Collection Services - On February 8, 2005, the BCC approved Ordinance 2005-54, that delineated two Solid Waste Service Districts in Collier County, District I and District II. In Fiscal Year 2023, District I was comprised of approximately 133,000 units and includes service to all incorporated and unincorporated areas within service District I, except for City of Naples. Solid Waste Service District II consists of Ave Maria and Immokalee areas providing residential curbside services to approximately 10,000 units. All waste generated in District II, approximately 30,000 tons in Fiscal Year 2023, is transferred from the County owned Immokalee Transfer Station to Okeechobee Landfill. There are two Board approved Franchise Haulers4 that provide service to these Solid Waste Service Districts, that collected and diverted approximately 36,000 tons of residential curbside collected recyclables in Fiscal Year 2023. These Franchise contracts are scheduled to expire in 2027. Disposal Services - In 1995, Collier County entered into a Landfill Operations Agreement (LOA), as amended with Waste Management Inc. of Florida (WMIF)I. The LOA is a "life of site" agreement that includes post -closure care at the Immokalee Landfill and the long-term management of Collier County's Immokalee Transfer Station. In accordance with the LOA, all Collier County Landfill (CCLF) operating expenses incurred, including cell construction, permitting, closure and post -closure care are funded by WMIF. LOA expenses are paid from revenue generated from tipping fees. Under the LOA: • No debt is carried by Collier County • Design/build/operate provisions ensure proper cell capacity • WMIF maintains environmental liability 76 Page 86 of 214 In 2012, the Florida Department of the Environment (FDEP) approved an application to raise the landfill's maximum elevation, or height, to an approximate 200 feet, adding an additional 19 years of capacity'. Collier County also maintains a Board approved Disposal Capacity Agreement (DCA)7 with Okeechobee Landfill, Inc., that provides 930,000 tons of reserved capacity at Okeechobee Landfill. Currently, waste generated in Solid Waste Service District II, approximately 30,000 tons per year, is transferred to Okeechobee Landfill as part of this agreement and is not included in the AUIR capacity LOS. On February 13, 2023, this agreement was amended to provide LOS compliance with a Two -Year Guarantee, which provides disposal capacity at the Okeechobee Landfill in the scenario CCLF has less than two and one-half years of lined capacity available. The Amendment also reset the disposal capacity to 930,000 tons in addition to providing guaranteed disposal capacity for Storm Debris and special wastes including Biosolids. For demonstrating compliance with the LOS Standard for capacity, it is assumed Collier County will renew, amend, or enter into a new agreement, as necessary, and continue to transfer MSW generated in District II. 4 Source: Board Approved Franchisee Agreements and subsequent Amendments: February 8, 2005, Amendment #1 July 28, 2009, Amendment #2 October 13, 2009, Amendment #3 Nov, 18, 2009, First Contract renewal May 24, 2011, Amendment #4 January 17, 2014, Second Contract renewal May 28, 2019. s Source: Landfill Operating Agreement and subsequent Amendments: Board Approved 1995. Source: FDEP approved: 2011; BCC approved: October 26, 2010 7 Source: Disposal Capacity Agreement and subsequent Amendments: June 12,2001, as amended; Amended and Restated February 13, 2023 77 Page 87 of 214 Lee County Solid Waste District II - R� 34120 34110 34119 34108 City of Naples Collier > 34116 County 0Landfill 34104 34112 34117 Solid Waste U m District 113 0 Collier County Marco Island 34114 34140 APPENDIX A Municipal Services Benefit Immokalee Hendry Immokal a County Transfer S tion 341 7 /> 145 4?1 �• 139 { Everglades City LEGEND 34138 = DISTRICT I: SOLID WASTE COLLECTION SERVICE AREA DISTRICT II: SOLID WASTE COLLECTION SERVICE AREA `Q�o [,SERVICE NOT PROVIDED BY COLLIER COUNTY FRANCHISEES iy ounty OZIP CODES e� Q Solid Waste Service District Map Collier County nisclaimer Thiamap is areprdtubt on ohompi etl publicinfe, TIon. It isbelie e-n-an attumte aM Wedepidion for the salted purpose, but Collier County and its employees make no guarantees, implietl ar atM1eruise, as to the accurary of ompleteness Wetherefore tla nola ept any responsibis az to i5 use. This is not a survey, nor is X Public Utilities Department Drawn By: Joanmy Castro Q,5 5 Division: EFzW1D t5 (Ordinance 2005-54) obe used for design. Miles Date: Jul 18, 2024 Appendix B: Collier County Landfill Permitted Disposal Capacity Level of Service Standard: Landfill Capacity at Projected Tons per Capita Disposal Rate 1 2 3 4 5 6 7 8 9 10 Fiscal Year Peak Population Estimated Tons Per Capita Disposal Rate Estimated Annual Tons Disposed Collier County Landfill Permitted Remaining Capacity (cy) Collier County Landfill Permitted Remaining Capacity (tons) LOS: Next Ten Years Landfill Capacity Requirement (tons) LOS: Two Year Landfill Capacity Requirement (tons) Available Lined Landfill Capacity (tons) Remaining Airspace Value 2023 432,240 0.70 300,815 16,942,425 12,706,819 3,224,958 601,766 3,689,282 $ 566,727,767 2024 440,342 0.66 289,599 16,556,293 12,417,220 3,277,147 627,934 6,251,646 $ 556,367,698 2025 445,952 0.70 312,167 16,140,071 12,105,053 3,309,397 635,187 5,939,479 $ 545,821,951 2026 451,097 0.70 315,768 15,719,047 11,789,286 3,340,352 642,543 5,623,712 $ 534,340,727 2027 456,314 0.70 319,419 15,293,155 11,469,866 3,369,981 650,002 5,304,292 $ 522,610,928 2028 461,604 0.70 323,123 14,862,324 11,146,743 3,398,251 657,069 4,981,169 $ 510,626,817 2029 466,970 0.70 326,879 14,426,485 10,819,864 3,425,132 663,233 4,654,290 $ 498,382,520 2030 471,700 0.70 330,190 13,986,232 10,489,674 3,451,408 668,971 4,324,100 $ 485,872,024 2031 475,776 0.70 333,043 13,542,174 10,156,631 3,477,558 674,770 3,991,057 $ 473,108,455 2032 479,896 0.70 335,927 13,094,271 9,820,703 3,503,572 680,630 Cell A9 scheduled for liner construction $ 460,105,839 2033 484,060 0.70 338,842 12,642,481 9,481,861 3,529,440 686,205 $ 446,859,471 2034 488,269 0.70 341,788 12,186,764 9,140,073 3,555,152 691,139 $ 433,364,550 2035 492,024 0.70 344,417 11,727,541 8,795,656 3,581,048 695,771 $ 419,616,188 2036 495,318 0.70 346,723 11,265,245 8,448,933 3,607,471 700,442 $ 405,623,550 2037 498,640 0.70 349,048 10,799,847 8,099,885 3,634,423 705,153 $ 391,396,365 2038 501,991 0.70 351,394 10,331,322 7,748,491 3,661,907 710,226 $ 376,930,526 2039 505,371 0.70 353,759 9,859,643 7,394,732 3,689,923 715,659 $ 362,221,851 2040 509,237 0.70 356,466 9,384,355 7,038,266 3,718,153 721,135 $ 347,266,073 2041 513,133 0.70 359,193 8,905,430 6,679,073 3,746,600 726,652 $ 332,045,170 2042 517,059 0.70 361,941 8,422,842 6,317,131 3,775,264 732,211 $ 316,554,442 2043 521,015 0.70 364,710 7,936,561 5,952,421 3,804,148 737,813 $ 300,789,107 2044 525,001 0.70 367,501 7,446,560 5,584,920 3,833,252 743,458 $ 284,744,296 2045 529,018 0.70 370,312 6,952,810 5,214,608 3,862,579 749,146 $ 268,415,056 2046 533,065 0.70 373,146 6,455,283 4,841,462 3,892,131 754,877 $ 251,796,343 2047 537,143 0.70 376,000 5,953,949 4,465,462 3,921,908 760,653 $ 234,883,026 2048 1 541,253 0.70 1 378,877 5,448,780 4,086,585 3,951,914 766,472 $ 217,669,883 2049 545,394 0.70 381,776 4,939,746 3,704,809 3,982,149 772,336 $ 200,151,598 2050 549,567 0.70 384,697 4,426,817 3,320,113 778,245 $ 182,322,763 2051 553,771 0.70 387,640 3,909,964 2,932,473 784,199 $ 164,177,872 2052 558,008 0.70 390,606 3,389,156 2,541,867 790,199 $ 145,711,323 2053 562,277 0.70 393,594 2,864,365 2,148,273 796,245 $ 126,917,413 2054 1 566,579 0.70 1 396,605 2,335,558 1,751,668 802,337 $ 107,790,338 2055 570,914 0.70 399,640 1,802,705 1,352,029 808,475 $ 88,324,194 2056 575,282 0.70 402,697 1,265,775 949,332 814,660 $ 68,512,969 2057 579,683 0.70 405,778 724,738 543,554 $ 48,350,546 2058 584,118 0.70 408,882 179,562 134,671 $ 27,830,699 2059 588,587 1 0.70 412,011 1 CAPACITY REACHED CAPACITY REACHED CAPACITY REACHED Notes: 1 Fiscal Year 2023 based on actuals and remaining years based on forecast assumptions as discussed below. 2 BEER peak population for used Municipal Service District I population estimates. 3 Tons Per Capita Disposal Rate for 2024 = Projected Annual Tons Disposed (column 4) divided by the Peak Population (column 2); 2025 to 2060 used the average of the last three years Estimated Tons Per Capita Disposal Rate. 4 Estimated Annual Tons Disposed for 2024 is based on actual tonnage disposed through June and projected through September. The Estimated Annual Tons Disposed for 2025 through 2060 is calculated by multiplying the Peak Population by the three year average Estimated Tons Per Capita Disposal Rate. 5 Total Remaing Landfill Capacity (cy) for the Fiscal Year 2023 is derived from the 2024 Airspace Utilization Report performed by SCS Engineers for the approximate calendar year of 2023. Fiscal Year values in 2024 and beyond are estimated based upon the projected annual tonnage to be disposed. It is assumed that each 0.75 tons, or 1,500 pounds, of waste that is disposed, one (1) cubic yard of airspace will be consumed. This Compaction Rate of 0.75 tons/cy (1,500 lbs./cy) was determined by historical average. This value varies daily based upon waste composition, equipment, and weather. 6 Total Remaining Landfill Permitted Capacity (tons) is the previous year's Total Landfill Capacity Balance (column 7) minus Annual Tons Disposed (column 4) at the Collier County Landfill. 7 Next Ten Years Landfill Capacity Requirement (tons) is the sum of the next ten years of Annual Tons Disposed (column 4) at the Collier County Landfill. 8 Two Year Landfill Capacity Requirement (tons) = the sum of the next 2 years (column 2) estimated landfilled tons. 9 Available Lined Landfill Capacity (tons) is the calculated capacity based on the 2024 Annual Landfill Life Report prepared by SCS Engineers, which was submitted to FDEP on May 1, 2024. The 2024 value reflects the available permitted lined (i.e., constructed) disposal capacity. 10 Cumulative Ecomonic Savings of Landfilling Dist 1 MSW through estimated life of CCLF compared to Out of County Transfer, with a 1% annual CPI increase 79 Page 89 of 214 E N LL r N a a W >- W N W Lu p > Z v Z V W Z >a� N LLI 0 a J J J O tA U � X Z z � Q G1 � Q N C O aN N O O CY) N 'n o c �.D m co O � O O N C O L V1 O c N O1 E OJ cr 01 K Y O O_ N m V J v i o � N OJ a � W i N J Z U I_N O Li v 0 N N O N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N ci ci O ci 00 to -It N (SUO;) AllJddV:) lllJaNdl IViOl 81 Page 91 of 214 co =3 U) W 0 M� W L cc O 00 CT) N N LL O O N N } N N LL O O N N >- N N N N LO C.0 >- N N LL N N NLO N LL O O N N O CL R L d O fn c O R �= Uz O O O O O O N O O O O CD O O OO o O O O O O O O O O O O co Ln r (V O O O O CDCDLn O O O O C2 O O O O O O LO � O O O O N O O O O LO V d1 � O O O O � LO N Ln O co CV ao 0 O O (O r N O O 0 O O O O 0 O O_ (M Ln 0 O O O CO O N Ln Lc)Ln a0 cl CD M Ln N Ln a*O Cl. Cl. O O O O O O O LO O LO Lf) O O O O O O O O O O O O O O O O O O O LO LO 0o r O O M O L(7 o0 r r 0 N Ln CD r m r N Cl) (V O N m N N N N Cl) O (A O O O O O O O O Li) O O Ln LO O O O O O O O O O O O O_ O O O O O O O O O LO O (o Cl Ln O _ (V O co w LO (V O O v O Lc O r r to Lfi O O ' r r M M N N N Cl) (o M N r r O O O O O O O O LO O O Ln in O O O O O O O O O O O O O O O O O O O O O O O O O _ N O LO LO 'IT r O O _O CDM LO (o W Co N (o I--O N 'r v O CM C4 N N N O O O O O O O O LO O O u') LO O O O O O (= O O O O O O O O O O O O O O O r O Ln O Lf) (O � U')a .d to O O O O ClN Ln O O r 00 (V N (o (0 LO M N --Zt N N (0 N r r O O O O O O O O O O Lo O O O O LI'f Ln O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O m O Ln O L') (o V O (o O O O O O O O r O O (M N O Ln co cc O cc Lo l!7 r r O c0 N O V O (D O QR O O O r M -Izr cV (o N r V O m N 00 O N N r r L QQ R � U L d co N Q' C) ccE CIO N U m US) = � m O y c R R o U) N O C Ln y C c _ o .zg o a w o p a+ R � rn U am N > OL E -E a) a) 0 +-' U p 0 T E C CL O t U) O s Q � .R+ a N (n O C m U (� ca U) °) R O O� c co o a) � is � U rn c lq > coo .R O O LL Y E a) R T N -o a) m c •� a O m R CL fC N) d w z O c a _ R_ U U E CY w I 3 Cco U a) .(U6 .N O s a) co O a) N m a) R U N w E LL LL U- = R O O U cn :.- cn O U) R N N L_ O ti 82 ca N CU O LL co m >- N N LL O O N N � N NI LL N N m ce) CDO U.) O O C" O O O O O g CD 00 O IT co LC) ce cV O O Lf) O O O N O co M O O L♦7 O O Cl N O N O O N O O O O 0 0 N W to w E C) 0) W O C O a m o -tF a a n Q c o � m d c H MIA O CD CD C:l O O CD O V co O N O O O O O O LLB M v V) m o 0 0 0 0 000 01 N r- w O L() O N C. co N (V N CO m O O O O N O (= O O O LLB O O O O O c`') Oct N LO CV � Lt) c00 O cV c'D M c0 LCD O O O O O O O O O O O L` V N O m O O co M O N LO N V O co M LL09 O O O O O O O O O N Lncm Ln O N Lam() NO NT LO N O O O O O O O O O O W (D _� r O O O O r— 00 N N Lw CON L co O O O O O O O O O O O O O O N V) CM O O O O O O Lf� co N U) CD CD OL ) 00 V r— N C N E QI C7 R C R U) y th O H .5 C7 Q w N O CIO Cl) _O 'O N m Q (n O rn c E c U U (U E= O E 13) U Q (n m U � m O) cc C O Q C W U � N M (6 O E O) N c a Y E E O U 6 U U co U w rn > o cn coc U) W J _ a- U o Z" 2 t O _ _mmmom U U Ll'9 co N ti co O O O O O O m LO CD O � c0 M O O Ln le tV lir O O O O O O O O O U') LLO � O L"-:. � O r O O O O O O O to O O CDO O CDO OM ON tco om N w � co Cl) O CD ti Cl) O N O O O O O O O r O O O O O O O cn CD O CD M N m M N co e co e O Ln Lf) M O N LO O O O O O O O to O O O O O O O Co O O O O O O O O m COM N g V LLO N (D co N M M O N co O O O O O O O co Oo O O O O O O O O O O O O O O O CD CD 00 m I* CO cc too N cV C') O N 0)) Lc o 0 0 O O O 0 O 0 0 0 0 O O O O �t co O M N CD Oo O � O ti O O Ln 00 O N N r R L x � N � UL d f6 �+ O _E c L Q cc du (n 'A T � c rn 0 a dcc a iT N = m (6 ccN [B N O 0) N CD N O ~ (n U) >, 2 y y c Cn CL C E a) o a) T T O R .R+ t 2 00003 N a a a a H U w w N N 83 ca N LL co >- N LL. O N >- N LL O N C.O >- N LL O N Li CA LL O N IRT LLLL O N O C:) CD � O O o0 (D N O O O N O O O O N L, ti co ClN O C:) O (0 g O O O O C m r-- � V O C)M O LO N M O O o0 M 7 M O O N O w LO ' O g O Ll) I.- N O (D � ce r- r-- O N M N 00 � _M LO00 N I- V M O O r--cM (D M ti LO M " 'IT M r- CD O C) C)N O CD(D CD O Cl) Ll9 O ti CT*O M O M � CV N O (D Cl) m cc O r- M M 'IT U') V V O O O a)O CD O V r- M O N (D M to -- O O O O O O O O ---- O O O O O O � O n = (D O ------ m O m O 00 (V CD CV � r- O O co 'Rt O O ---- N (") (D O O O O O O C O O O C O N p- CD O O O Pt C r- r- N O O r.- O CA M (O L() � O f V to (O 00 0)CA co ti O qzt O O N O C:. 00 C) O Ir.- N N CD Cl) M LO M It00 O O r- 7 � O O V O O cM O O't CV F ti O III (V N N O N M O — fD N O Cl) O O N N M O O O O O O O O O O O O (D � N O co ti N r M n N Ln N O CDO %O O N (D c) r V CT M O LO O CD O C O O O CN M '" M O O C!CD O ('0 Cl N O 0')LO O O N M r--04 CV LO N CO C)U) 0) LC) 00M O CV r,- CO to M r--O O C:, N 00 N C)7 I� c0 n (D O O N CA O N CV C" � m -It 0) co N F O f` M O 00 N L() N co Cl) O — O O N O Cl) 00 CY) N N CV O CD O CDO O O CD O O O O co O M M O CM 00 Cl) O O O LO O LO O LO O O N LP) a) _M O 00 N co O O Ct M M N ti O N � O (D O I r- N a N N LO 'T O co C1 ('M V CA cn N O CV CA CD 00 O (D N O O O to V V CV M to to O O O O m Ln m (V m ti O O cl O O CA O O M N V (-1 O) M O _O M CD N O N O N V O O N O) (M N N N O O CD O O O O O O O O O to O co � -It LL') O) N O LO O O O O O O O O O O O I.- O O � 1- O N O O O N O Cl O O L!) O O O. CA CD r- n O O LA O LL9 14 r- O O N O ao M M M CA O 1- N (O O N M M N O N In O C)O CO N O CD CO M O O O LP) m LO M C) m r- O O CO O 00 m (D � W O N O M O M C rl%: O V N CIO N CA O N Go M M I.- (M r O O O O O O O O O O O O O O m O CA N O C) O C) O O O O O O C)ti N O C)O O co N O CD O O O O O O O O M ti L O O O O O O L( O V N O N N LO O v CO v O OU') N N (DL O ti ti m (D LO " C) CT LO I- LO LO U.)o (D O W t• C) LO LO (D w � CDDi C:)O cc ti LA m O 00 aD P% Lf C' 00 (V N CV 00 O O V N V ti N O V N O N O � O N Cl) C.) C d C R C d C O V d i O N i 0 U) d C w R C.) O U)w CO a U) L) d V a) c) C. 7 cc C6 y ) C :.. - N co w N d a) } L L i w U)> � c ~ c 2 c Cl) 'm a)N 'a Cro a) l� CME N Ln me R tt: ? o N cu m E Ma N i Q R cn U ac)) CA 01 G C 2 CD 0 W .= -C O Q "8 C CDZ N �_ a)C a) C L m O -2 U J OO (� >, T 0) C 'o_ w N to (D s ZS L6 0' w '`K :a a) (n Z fCf R N p L t C rn E ate) M Ln w e rn cn m E) o :� a Li o (n U) z T 0 o io C_ p +' C C a) U 'y-+ W cn f0 w LL a) a) Cn L O '� ` >_ a o 2 O C -O — .0 O E ,� L.L O Z' a a) a) a fn fn 6 L L a) y+ !6 � f6 L a) .0 R fC L L N w o o w (0/)> � a m w O a ri rL in � V U U U o a 84 L O ca O O C)cu O O LL O O co m >- N CV O LL O O o N N of 0 O >- N N o LL O O o N CV m 00 O >- N N CD LL O O O N N of 00 Lo to O LL O O O N CV of � N N LL O O N N co N O N M 0) n LO cn co A O M O `t , LO co 1� LO O N O T 00 Lo t0 Goc M � m O m LO O ll* t0 act 01 1� CO ti t0 N O M O O O ' Cl cn COti Lri co" U' N LO Yi N M o0 v_ O a� I ' LO aD 00 I� N to O r—CO tfi N M ti N I' ccoo ti Of r- O co to N N Go 1� rn O rn O o N o N ao t0 rn 06 co of N M co N 1- O M Of O O LO a1 r 01 --e ao M M �_ � M co00 LO ti � N N Co M O O O ttoo m co 00 W N V O N V N M cA N It L N N N Lf) LO N Ol lC! � M M Cl C d C C C O V i y C d C� C 7 N C U N i cc V co N a = ui N L6 N N O w U C L (n cc Cc O w w `m LL ` 7 N N 1 L.L Z Z C C a' a' w 0—— CD c O� d co m 0 Y y � O N H N O LO CY) N (6 d 85 W W W ry n0 W -6--1 co E v/ W L� O m E E I / C/ / d 0 > F- LL. >- N N LL O O N N >- N N LL. 4= C), N N >- N N LL. 0 0 N N LO Co >- N N LL O O N N N N LL. = 0 N N O O O O O O UD O O O (= O O O V O O O O O M Ln O CO N " (O (M M m I- M V N O O O O (O M N CO (.0 to (M m M CO co O O N co 6) N N " L() CO 'IT P- m O CM M m N t0 LO LO Lf) N Lr LO LO Ln O U-) (V O (fl co co CO LO CV 1� N 0) o0 M m CIAOO r O co L() N -�r tD lf) M O O O (0 co O r t0 O O O O O O C O O O Lr W O co O m Lf! T O CD O M N N CO LO _ co t7) O (D CD U') CD — Or.— CD U') cm co O M V m M N Q) O N M Ln t10 M Cl) co M M O O O V m O N L17 LO O O O O (O V O O O T O O O N O _ N M O O O m O N O O r- co co O O O U-) O — N W N M Ln N M t0 Q) M N N LP) co cr; M LA _ co LA o O N N M M O CD O (V M O M CD O O ti LL) O M t0 O ti O O O V V O CO ti N M O O O O 01 N 00 1- m O co O O O_ U-) O rn Ln 1-- to O_ LC) CO Cl O O) O_ O m LO - t0 co Ln I� N rn N m M O O O co O O 00 LO O C') O O O O O O m (O O O O O V V O I� 1` 00 N O O O O O O N N V _ co 01 T O O O U.) O M V m N Lfi LO "J O O O O � M O O N Cl) le r- (fl N co N co N O O O r.- O O M m O ti Lf) m -e O O O N O O N V N N O m O O O O M O O CO _ C L1) V t0 _ O O O (M O N to N W) LO to N O O O O O Ln N Cl) O Q) (O Cl) d1 CO U')cor- 00 m 00 1-- N N O N 6) -Zf O N --F M O M ti N M M M cn LL N N tn c co N U fl LL X [6 L Eco Q (n 70 N d U N ti E L i LL- (U a) > (6 E �° m O (6 `. o a`�i fn m In CL c6 U w Ll > O C1 R m a a AR�, o - 0= in n a) a) n '� s L 0 la E — E S U m 0 Li U O a� �U a U O R � N N H 86 Existing Schools and Ancillary Facilities Collier County Public Schools Elementaryf eyt j I\ s North Naples Mid - Park Mine Ridge pg o ... e 0 Elme e 2 1a e p Barron Collie Elemen ary Hmh r l � Highes G ken City Of Lake Patarf._ Naples _ Eese Te renzo walker East 2 cM1nical.Hig h2e Naples Gulf Coast High Oakridge Middle ate' y La erCd'G Terrace Elementary Go Gtlle n Gaynor Elementary ldent 2 Mike Davis Elementary Elementary rely 2 High Ele kside m mart' Gulf Element. of f Manatee Mlddle City of T Marco Island a �r cnarcer Mitltlle ■ eamie ltl Elemelntary LEGEND j Existing Elementary School j Existing Middle School rr Existing High School €" Existing Ancillary Facilities Co�cy LEE COUNTY Ed— Park E� I ry Lake ~ Immokalee Techn i Hlghlantls (� i Traffortl - tElementary ' EI Lary i eMitltlleu� (College- Immokalee NgM1 eOaE nec tEl mentaryt r €"i _ w Yllage Oaks Elementary L Estates Elementary nnid, HigM1 Corkscrew Mitltlle L Sabel CYPress Palm Palm Elementarya Mitltlle N Palmetto Elementary Everglades City COUNTY PARKS AND RECREATION FACILITIES CONTENTS • COUNTY COMMUNITY AND REGIONAL PARK LANDS - SUMMARY • LEVEL OF SERVICE STANDARD (LOSS) ASSESSMENT FOR COMMUNITY PARK LANDS • TABLE • CHART • ANTICIPATED CHANGES IN COMMUNITY PARK LAND INVENTORY OVER NEXT FIVE YEARS - TABLE • LEVEL OF SERVICE STANDARD (LOSS) ASSESSMENT FOR RREGIONAL PARK LANDS • TABLE • CHART • ANTICIPATED CHANGES IN REGIONAL PARK LAND INVENTORY OVER NEXT FIVE YEARS - TABLE 2024 PARKS INVENTORY MAP • FEDERAL AND STATE OW ED PARK LAND Collier County 2024 Annual Update and Inventory Report on Public Facilities 88 Page 98 of 214 2024 AUIR SUMMARY COMMUNITY AND REGIONAL PARK LANDS Facility Type: Community and Regional Park Land (Category A) Level of Service Standards (LOSS): 1.2 acres per 1,000/population (Community) 2.7 acres per 1,000/population (Regional) Unit Costs: $119,947 per acre* (Community) $504,450 per acre* (Regional) Community Parks: Using the Unincorporated Area Peak Season for the Collier County population, the following is set forth: Acres Value Available Inventory as of 9/30/2024 553.09 $ 66,341,486 Required Inventory as of 9/30/2029 575.98 ** Proposed AUIR FY 2024/25 - FY 2028/29 200.00 $ 23,989,400 5-year Surplus or (Deficit) 177.11 $ 21,243,813 $ 69,087,073 Regional Parks: Using the Countywide Peak Season for the Collier County population, the following is set forth: Acres Value Available Inventory as of 9/30/2024 1,561.71 $ 787,804,610 Required Inventory as of 9/30/2029 1,425.43 *** $ 719,058,164 Proposed AUIR FY 2024/25 - FY 2028/29 0.00 **** $ - 5-year Surplus or (Deficit) 136.28 $ 68,746,446 Expenditures Proposed AUIR FY 24/25-28/29 (value of) Acquisitions $ 23,989,400 Debt Service Payments for 2022A/2022B Bonds (3070) $ 1,500,000 Debt Service Payments for 2022A Bonds (3071) $ 2,531,900 Debt Service Payments for 2022B Bonds (3071) $ 3,351,900 Debt Service Payments for 2019 Loan**** $ 17,579,100 Total Expenditures $ 48,952,300 Revenues Impact Fees anticipated $ 55,324,700 Interest/Misc $ 1,057,500 Grant/Reimbursement $ - Available Cash for Future Projects/Payment of Debt Service $ 6,944,100 Proposed added value through commitments, leases and governmental transfers $ - Total Revenues $ 63,326,300 Surplus or (Deficit) Revenues***** $ 14,374,000 Additional Revenues needed to maintain existing LOSS None Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed Community and Regional Park Lands AUIR and adopt the CIE Update for FY 2024/25 - FY 2028/29. 89 Page 99 of 214 Notes: Community Park Land and Regional Park Land Unit Cost values are based on the 2017 Impact Fee Study Update ** Peak Season population for the unincorporated area of the County of 479,983 x 0. 00 12 LOSS = 575.98 acres *** Countywide Peak Season population of 527,936 x 0.0027 LOSS=1,425.43 acres **** 2019 Loan for GG Golf Course. The loan amount is the full annual debt service amount. The debt will be allocated once all or a portion of the property is re -purposed. ***** Reserved for future growth. 90 Page 100 of 214 c 0 N � d Q V O Q a Y O LCD a a N T N N 3 E Q E 0 U W W :D J J n a 00v co 00 co 00 v co 00 mt co 00 0o co 00 0o co 00 0o co w 00 m w w m w w m w 0o m w co Ja J aj M M M M M Cl) M M Q M M M "I C') M M V M M M CD O CD O CD O O a) O a) CDCDO a) a) cn O a)a) O CD a) O — V N LO M O W O O w a M O O N a)a) " CD 00 00 n O N CD cn M V Cl) a) O w M N co n n N n a) aj M N N M Ln 00 00 Ln N O n U 'It 'It c N O 00 Lq N 00 CC) W U r V9 V w Ln w W w n w 00 w M w a) w O n n n N n to E9 t9 69 69 to EA V) EH V-T V-T } in U z J W N M Cn CI) 00 a) M w M a �_ LL a) w On w n O a7 co n LO L W N W W it J co O O O O O O 6) O O 6) O Q O O O O O O O O O OLO O J w Q M LO M LO LO M LO LO M LO n M LO n M m n M LO n M LO n M m n LO n M LO n a a N W U w �_ a z O O O O O O O O O O O O O O z a O O O c o o c O O O O O O c a Z O O O O O CD CDO O O O N a a _ O N a cn ui w p an CD It O N O w O N CD 'n00n � O N M a N Y (� o n M V N Ln O c0 aoN w n 00 N 00 06 00 M M O M to CD a) O � Q: W O Cn LO LOCI) CI) Cn M 0 0 0 0 w N w a' O n a 0 w z a O N m w w M Ln O CD N CO s � N a J lc Cn O V O M 00 Cn N O N CD O w n V CD n co (n N LO CD cn CD a LO V w V w V n V n V M 00 V a) V a) V a) V O Cn N CA a. z a _z D V _ O N M CD CD O N N N CA 04 N co CD CDN CD N J a VLO C. C� C. CD N n N a0 N O N L O M M N M COM M � M t L 3 U Q M V Ln W n 00 ?� M O N CO O (n W N CD N CD N CD N CD N CD N CDCDCD O N CO CO CD CO CD CO O 0 L L (� } C1 N N N N N N U N N N N NCC (' L a) N } } O l(J ll) y � C R ++ N O H C G r L r f C f L r C G r L r f L L r f C f r G L r f C L r G r L r O O O O O Ln O Ln 00 r, r, LD Ln O O CJ1 Lr) frt Ln 00 00 Lr) M 00 Lr) O O O O Ln Ln 00 O Lr) m O) OLn M,;J- L!)Lr) Lr) fn O M Ln Ln O O O Ln O Ln Ln Ln V V M M m O N m m N M O N N M rnm O N a --I m 0 M O N d O -0 M rp Ol m N O �Q N d U Q Ol I N 00 N O N N cr 00 N N K r\ � N O Q I r` N CD N O N w N Ln N O N Ln N V N O N V N M N O N O O V N O N O N CD O � C6 n IT M CO) M LL O 4. LO N I* N LL L O i J Y L a yam+ O U O O O O O O - O O O O O - O L Efi Eii Ef} Eii Eii EA - E!i H9 61? ER EA LJJ s U 0- 0- h O o 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o ull 6% o O ull 6% oll — cfs 09, 091 6F)- UDI 6F)- UDI 6F)- U) 6% - o rn 1- 1 a G a cr r 00 00 O r O O O M M d9 N N N ER EA EH N d O O - O O o 0 0 0 0- o 0 0 o O- O Q N N J J N J J J J J J J J J Q Q Q Q Q Q Q Q Q Q Q O O O O O• O O O O O• O LO O ti 00 O O r N M Q +O + qe LO (.0 r- co ) O T" N M LLI fC N N N N N N M M M M O J LL O LL LL LL LL LL LL LL LL LL LU F— o E M E M M LL O H Ln N 0) qq Q _ N F- r_ O .y a U a Q E c 0 Q 0 Q CO fl- 00 O O N co LL N N N N N M M M co ,'I- LO co � 00 m O N [M N N N N N N co co co rn CD CD O CD CD CD CD CD CDO N N N N N N N N N N N O cn O h O rn 0) m d C O 3 a O a W W O O O 0 0 0 O O 0 0 0 J m T O T O T O T O (C T O T O T O T O T O a J V V V C, O O O O O O O O (D (D O J 00 O OD O O 00 O 00 OD O 00 00 O Q V) 00 00 OD 00 OD O O 00 00 00 00 00 tU 00 O 00 O 60 n n r` r` 60 n r- n ul � � V) V) V) V) V) W � V) to!) 6F) V) O M u) O T Q) u) Q) O a0 ❑ F T O W W N O u7 00 ti Iq (D W a L n to V VP' to T T to T 00 u) 6) N 00 O q u) N V ❑ U O 00 N N M r` co M O O N n T T O T O O 0 u0) to O m m m 01 r` u) N O h W i.i �} CD OD 00 M O N Cl) LO N O O (0 (D r` � t- t-� N. V) V) V) V) V) V) V) V) V) V) V) rn LU � U aJ W O N M O N O q 00 0 V d Y LL M. M. a ui ui tti a; v L, v Iq N N N M 00 n u) CL ❑ Lu iu LL J T T T T T T T T T T T r` � � � � r` r` r` r` � Q a T T T T T T T T T T T J O O co coO to to to to to co a to to u) u) N N to to to to u) a > T T T T T T T T T a a cn w w Z J Z Q O O O O O O O O O O O O O O V a ZLL o 0 0 0 0 0 0 0 0 0 0 0 0 0 a a — fn ❑ W W OO O to O O tD M N O M T V O W M V V M O M T N T V J N00 n (D Lo u) O N t- N � N 00 N q to O O N ti q 0 n 00 O tp � LU CD U- O Z O W ❑ O co CD M O co 006 u) CO T tD _ N CD co M r M n co N co A coO M CD T a)O M O h O a) u) O O V 00 tD r N N M N tD a V V to to LO Ln N N u) O a v O M N O O O N N N u) LO O N N m CD O O N_ CN N B O O CDN _ M V .r L L a N N N N N N t M M M M M 3 a M LO O t` w 0 W N N N N N N p N Cl) M M Cl) O L r O O CD CD O O O O O O W N N N N N N (' N N N N N U' 0) >- } i O � R N N O H O O O O O O O O O a Cl I� N -1 -1 ci N O Ln Lf1 c-j c-i c-I r 00 Lr r ci N ri n Lr r c-I N c-i Ln c-i e-I r L!1 c-I n c-I lD Lr c-i n c-I lD Lr c-i c-I N ci Lfl e-I N ci Lfl c-i ci n c-I Lr c-I ci n lD c L!1 e-I O O c-I rl Lrn c-i m a a c-I Ln N a --I lD O c-I 00 m c-I n lD m c-I 00 m c-I 00 N M a --I O O O O O Lri N �--i c 1 c-I c-I -1 ci m M M O N m m N m O N N m 0 O N ,i m 0 m O N O T of N O N Ol N 00 N O N 00 N n N O N n N N O N N Lf1 N O N Lf1 N N O N V N cn N O N O O O c-I Iq Cl) M M LL O LC1 N N LL i O O i O cu J Y L a c 0 d N d i t U m cu .v C O O O O O - O O O L EA Eii Eii Eii Eii - EA d4 H9 6R 6R ER x W t U 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LO 6Fk ull 6Fk ull 6Fk ull 69- ull 6 - 6F)- Y� 6F)- V� 6F)- Y� 6F)- Y� 6F)- 6F)- o 44 44 N O O O O O - O O O O O O - O O O O O - C Q J J J J J J J J J J J Q Q Q Q Q Q Q Q Q Q Q H H H H H H H H H H H O O O O O• O O O O O • O H H H H H H H H H H H LO O ti 00 O O r N M Q le LO (.0 r- co ) O T" N Cl) W N N N N N N M M M M U LL LL LL LL LL LL LL LL LL LL Z W J � le M M M LL O LO • • N le N LL d Q H C O r a Q c 0 Q LL LO O 00 O O N Cl) N N N N (14 CO M M M N ,'I- LO O r- OO CY) O — N co N N N N N N M Cl) Cl) Cl) O O O O O O O O O O N N N N N N N N N N CAPITAL IMPROVEMENT ELEMENT (CIE) AMENDMENT SUBMITTALS FOR CATEGORY "A" FACILITIES CONTENTS EXHIBIT "A", SCHEDULE OF CAPITAL IMPROVEMENTS FOR NEXT 5 FISCAL YEARS • APPENDIX "H", SCHEDULE OF CAPITAL IMPROVEMENTS FOR FUTURE FISCAL YEARS 6-10 Collier County 2024 Annual Update and Inventory Report on Public Facilities 97 Page 107 of 214 EXHIBIT "A" COLLIER COUNTY SCHEDULE OF CAPITAL IMPROVEMENTS COST AND REVENUE SUMMARY TABLE FISCAL YEARS 2025-2029 The table below itemizes the types of public facilities and the sources of revenue. The "Revenue Amount" column contains the 5-Year amount of facility revenues. The right column is a calculation of expenses versus revenues for each type of public facility. All deficits are accumulated as a subtotal. The subtotal deficit is the source of additional revenue utilized by Collier County to fund the deficit in order to maintain the levels of service standards as referenced in the Capital Improvement Element. Projects Revenue Sources Expenditure Revenue Amount Total ARTERIAL & COLLECTOR ROADS AND BRIDGE PROJECTS Revenues: Sales Tax $0 IF - Impact Fees / COA Revenue $120,827,000 GA - Gas Tax Revenue $125,500,000 GR - Grants / Reimbursements $34,593,000 Transfer from 112 $0 Transfer 001 to 310 $48,300,000 Transfer 111 to 310 $71,400,000 IN - Interest Revenue - Fund 313 Gas Tax & Impact Fees $14,346,000 Carry Forward 313-310 Impact Fees $39,208,000 Unfunded Needs $349,125,000 RR - Revenue Reduction (less 5% required by law) -$10,709,000 $792,590,000 Less Expenditures: $792,590,000 $792,590,000 Balance $0 POTABLE WATER SYSTEM PROJECTS Revenues: WIF - Water System Development Fees/Impact Fees $65,288,000 B - Bond Proceeds $253,827,000 LOC - Commercial Paper $50,000,000 GF - Grant Fund $2,500,000 WCA - Water Capital Account $4,761,000 REV - Rate Revenue $290,604,000 $666,980,000 Less Expenditures: $666,980,000 $666,980,000 Balance $0 WASTEWATER COLLECTION & TREATMENT SYSTEM PROJECTS Revenues: SIF - Wastewater System Development Fees/Impact Fees $58,169,000 B1- Bonds/Loans $384,000,000 LOC - Commercial Paper, Additional Senior Lien $0 GR - Grant Fund $2,500,000 SCA - Wastewater Capital Account, Transfers $4,761,000 REV - Rate Revenue $394,802,000 $844,232,000 Less Expenditures: $844,232,000 $844,232,000 Balance $0 SOLID WASTE DISPOSAL FACILITIES PROJECTS Revenues: LTF - Landfill Tipping Fees $0 $0 Less Expenditures: $0 $0 Balance $0 PARKS & RECREATION FACILITIES PROJECTS Revenues: IF - Impact Fees $55,324,700 DIF - Deferred Impact Fees $0 GR - Grants / Reimbursements $0 IN -interest $1,057,500 RR - Revenue Reduction (less 5% required by law) $0 AC - Available Cash for Future Projects/Payment of Debt Service $6,944,100 TR - Added Value through Commitments, Leases & Transfers $0 GF - General Fund (001) $0 $63,326,300 Less Expenditures: $48,952,300 $63,326,300 Balance $14,374,000 STORMWATER MANAGEMENT SYSTEM PROJECTS Revenues: From 001 $14,000,000 From 111 $28,500,000 Interest $4,319,000 Neg 5% Revenue ($216,000) Roll Forward $2,051,000 Unmet Funding Needs $275,420,000 $324,074,000 Less Expenditures: $324,074,000 $324,074,000 Balance $0 TOTAL REVENUE TOTAL PROJECTS $2,676,828,300 SOURCES $2,691,202,300 98 Page 108 of 214 �N N auN F _ �NN��nn ��[>�[>�[>�[>N Nn _ m a>M ��n _mom r°�OroNONNi(1�00m ���nrno�ornov�noo�nrnoMOMrn�n000000m rmmMmrnrnNooNrn�n W O�O�oJ0000000N rn�narNom�narNr '�'aN ��ricli16 m o 0000 Oi156 �° r Ov- 000 �N I� o� O a �n -N O�oN �o N-r�NN a mo Mmo.m�n�m N� = LL o 0 N 0 m a 000 NIli � _ N O O O O O O O of O O N O 0 0 b O 00 N O W O I O O o 00 N N 0o N O G N LL N O 26 Q N N LL O O 67 O [° O O O0000888o N N V V V b O N N O O N 1-2288.O 666 N N O N m F 2 O loo O Na N N O O N n O O n O O O O O O N L O O O N O O O V 888 ^O N O O8 66 V N L6V o O O N 0 0 G LL M r Z � ¢ N N LL 0 0 W N 00 00 orn M oo", 0...8 n� n M m OO o h Cli V 0 O 000 MNO n N 0 O 00 o N rn V 00000000000 888,89- of V ' on: N o M r r W � m W o Z w J w O W U U U U U UU U ¢ mU ��U U U ❑ UUU ¢ o U UUKKKKKUUova❑U❑❑���❑U❑❑mmmmUUUU❑❑❑❑❑ � 0' Q Q U UUU U of w w U W a a m v � w 'p a w O m o E 'o ° z Z m m o F.n qE ❑ a O o m o = o y O o E o t .. F m J g N 0 .s d d y o� .2 m m o 0 o V J Y a -O =� ,v_ v m '-�° w a m v a w> U' � K � 'w m .o a � m= w m z 9 o - Q E 1. a U oo `�° ` _ m- y U U° y U E 1 N m z wy v y w' v y.J y a m (7 0 J v o `°C7 o w m> S m v m d O N o 3 E drL $3 m; E�$9E�KKKy3 o E. m" o Ec-°3 in c am r m v y a -m `mm" ~ a �ce�$inaoSv m-- »3OUw b EU' o-` 3>U' oin CinEm> m m m >_OE��E'INo -s - o Um 0002P:M o m rEa¢ v K w H P�v 0000000000000w000000�������00000���� mwwwww 00 F ��nv°'i�na 000 n N u5 al O oNM v�v ol om Ni° 6414 wIq � (y N ° i N Lq D O o IL O OW o0 0 00 Wo � O O ,Illo O O O o O V O O 999 O O so SOO } N Nc6 °i V N �ci Ni N 0 0 0 000000000 r 00 N 0 0 0 0 0 O� c D N m4<m 0 0 V6.6,6 M N 0 0 0 0 duG � O n cqm LL E � 3 a m W H 0 LL 0 N > > = c K U m E N o 0 3 M v w 0 W x u y 2 o v a w LL. I W = LL'rpLL Q U' U' rrr?UU K K 0 0 0 0 0 0 0 0000000 C Ci 0 Ci 0 0 0 Z Z J N O N (O 0) O n O M N oc o o� M— V O a ) W O N o OOEAM o QUj H3 NEA ea EA C. CCD O O C. O O H 0000000 :) N Co O O O O M T O O N Ln o N O N m 0) O (O N (n 7 Q LL & V � W Z Cq 00C. 0 o 0 0 r OOr»0000 Z o O O O o 0 0 o 0 n 00 o O N 0 N ;Z � N M Q) (O �6q (O Q L}L �� ((00 to N y# H3 Ei7 d3 O O O O O O O F O O 00 O O O Z r 0 0 0 0 C 0 0 > N O 00 h O N 00 O O O 00 0) Lq R 1,- N (M M P7 M n 0) Cl! N M Dy Q LLO V M n M EA fA Hi fA 0 a C. a 0 0 0 F O O 0 0 (A O O O O O O O O Z (O R 7 M (M co W N 0) N CO O O oc 7 LO M a) Q } EA fA eD U3 fA O_ O LL 0 0 0 0 0 0 0 H 0 O O 0 0 O O N N O M o" r- M Cl) m - ((O (0 a LLVy61) 61) 6F)It 403, W (n 2 H LU O Z a � c LU U d y Q v )N 0 a` 0 r O a' Q °6 C O F H E mLU O (D o m - O �a a a af 0 1 Y N LU W a) LL N H O LL ()aL E O ad m a a" m c af E � m' W w (n U L) °a @ U c c E o W (n y y N J CO (n c m r Z m Q W — m m Q U O W a U a a W d Z m Q U F O C a a 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 coI-- oo v o (O N 0 0 (O O co N o0 LO M O N O N Ih (O V O O (O O VYN VY Vi H EA N 69 ((00 b9 0 0 0 a 0 0 0 O O O O O H)(AO O C C O C 04 O 0 N W CD O a) N N LO Lf m V 7 Cl) L}L b9 N ea co N 61) d3 O CD O CD CDoo(�o(�000 N LN O 0 (00 L}L n N N EA (A EA EA 0 0 0 a 0 0 0 � 0006,3000 C C O O O O 0 O N O N (O 7 00 N O LN M N N } LL (M M N N o co CM N Vi MY fH EA O O O O O O O O f f 7 O 0 0 0 0 O O Ci 0 O C (O O O M LO d) O V O LOO Cl) O W 041- (n N V Cl) LL V3 fA H3 I� (A O 0 0 O K3 0 6 Vi H3 0 0 O O 0 O O O O O O LO N_ O h T d) o 10 (0 N EA VT LL LL U m E W d LL 7 O a() N E W Cl c a) o Z > Q>p (L m E - 0 m N Q } 2 c U> a) F YNmo EL'L x W :) E m w W m O m � W m W LL � U Q U w§00 (7 3:L .wl H Z W 2 W O cli J d) F O a N a ' V a N OC/) w ¢ J W O J W ¢ = U U N LL z Z M O U K W J J O U 00000 0 Z00000 00000 0 0 0 Q O m M Q O F O) I- O V O I� O N O m V 00 V I-. V Q FM 00 NEAN V N! EA co M 613 EA EA N 6q O O O O O O F O O O O O O O O O O O O Z o CD(0000 Co I A Co (O W CDo N 7 C"t N O W N �LO W Q N N N C9 04 L N N- 0) 4) 00000 O ot�000 0 Zap o O O O W N N o O N 1 h 7 v C9 N O Nam- 0 Q LL O O O O O O F O O O O O O O O O O O O Z ^ O I A O N V W I,- M V (O V Ino O) (O d) N w Ih In H> n r h 6" Q LL, N EA vt M 61i oil O O O O O O F O 0 0 O O n C (O W m M O N n M A W CO a LL'a 6R � 00 V! 0 0 0 0 0 0 O O O O O O O O O O O O F IA (n O N Z N n O W O I- N M V Q (O M co c\j a H Z W W F W G U a U W � U 0 LL O m W } F � U LU OfI o W H a c d w U cn M 5 N a) N F O o — otS F a z O w w o F- g @ U H A) = v W Q O z d � J J @ 06 LL U -0 N LL m 0) U c L) J LU� Z z aS O W O @ O ALL' � �U F- E m U LU N- N E d W J in C LLJ H U N X N N N¢ LL Of W LL w � Q 6 Z W Q w O ?� a .Q N N L_ Mn -a O c O O 0 coE @ N N N p N N C N @ U_ O @ . (D N N n a E �U C 7 N c cc m m d c 0 ca (D x W cU cc H LL O O C T N O_ @ U N j 7 U N ca a) p O O o f E o IL O of N-6 O N = N O O N 19 O a 0 N E 7 � w O Wm m w L N j -0 L @ y N N a M N CO ca @ N ccN U N N c V @ C °pN _ n O O a) O U O a2S O 'p C= OL O y d a) E U N d V O E N N N N o° °@ N Ua30 yom UN N a) E E� E Ofa E a) EN O` (D r 7 a U N m -- d c� m c rn CU (n (0 w W a C@ o �� o:° �� U oI}i O LL 2 U o J @LO(O @ 'N O 0 LL N i N OO(O(O C O O't 0 0 N V% fl-� Q ¢@ N N @ N N 11 @ O N N Q W LLLLp LLLL C. np¢ L o c d c Q N U7 7 @ E a c y a Y > cc > U � N O N d > o cE c M d _ _ c a x 0, ca E C"o @ co '@O y U N N d @ O L L @ d � N y ._ y0 N•' ul L)ia �a C N E 7> o U L 5 o -EE �NZ d y¢ m U N E 7 0 a O ,L., N N @ U U o> E 7 m rn a 0> c d a�i o 0 a> U N O C E fp @ N Ir3l _ N C cc @ ca ca@ N a L 7 C r U 7° o@ C j N a o U p N U Y C 7 @ d N C @ N L@ U Q N L C T oo 3 O p C U N@ N E ° Ud�>a`@it N p U Y °2 m d c 3 v U dd W to .N.04 O U N c N H j O y j p C OoE7 W _ C O — w — E O 6 N O N O Q O J O� O X fl_ 0 U y O 6 0 d (0 -0 O 7 Y �UU � O S o o T J w U U _ . C C C — Do- 0 O 'O O _ Q O y O U T O O N U Lj o)LL a U O U N O c U LL Q o m o0 a C LL N C J L � Z5 N 'O 9 C o N OU Co U W U O N W 7 Z W W Q.' N O N N O CL 000 0 000 7 W 0 M W m ch D) N J co W I— c1) J Q D) ch LO D) Q H CI) [I-r co > N A fA O O O O EA (rD W LIW W (D LO N J CD O m N > >- Ga (s> Ga 6a LL O O O O EA (rD W LIW W 00 (D LO N m J G 7 O N Co t > >- HJ (f) Ga W) LL O O O O Ga ((DD � OW W n O LO N J CDV 7 N c) V > >- A (A U> LL O O O O O Ili (D N �- aO W m co J N LO Cl) N 00 Q N N A (A N > 61) EH LL O O 0 O U> O N r oc W LO m W LO � 7 LO c4 m D J N co UJ Ef> N } � LL H Z W (n 5 W > O O Z a W aLU J � o a (vie Q U U � C ° U m W m CO N W O c O p F a aJ N °' U w U Q oo LL J_ z U w C U U O Q a s Q U) Lu Q ZN in in O U U a a W O LU CD U o v co LLJ L � a a O cr > _= Q� ,a LL LL LL LL y Y c K Z a w O K a 0 o 0 v> 0 0 v> o 0 v> 0 0 o v> 0 v> 0 o J N LO LO 7 Cl) N Q c`7 O m M H In O Cl) 0 Lo d-J V> (D EA (A O O (fl O O (fl 0 O to O O cq GS O (A O N m NO V (0N � CV M LO N GS Cli (00 N LL GS � O m O HJ O O to 0 Lr�C\l O to O O (A O N 00 NO 7 O W 00(O LO N — N GS Cli N L- V> 7� O O HJ(flO O O O (s>NO O O GS O GS O N NO O N OD (D N EA N LL E O � It O E!7 O O EAO � CD Ufl O O NO E!7 Lb OD O EAN O LO (D N O O N E!7 _ N LL O V D) O EH O CD U> O Ln O EA O O N Ufl W O Pf> O (D N ((0 W (D W) O N (`7 (D N O N � � � } LL a� U a) 0 H 3 0 m c a In E ° a O J W � N O Lo a E EO > > y m U Wa) m aE ALL Q O LL U ` 3 O U �O O` O W a' U Q E (j a N ' a J E a) U) U < } y O LLO YLOLa�� N a O C ° Q> 6 F W U a) co a) C W c�QQ > w E00 C7z w _ LL _ W Of WU�-Olof LL Of LL W O a � L O C U � � � C U C m O m O N O � d N � N O Y O V Q U al � f0 W O rn ... C CO O N J L L y � � al C � O C C.0 w O m— '� C al O a5 .Q X U C O Q al N a m O N O J � a y � C a) CO CL 6 x LL a) C a � N O C E m N D tf '5 C E O 75 -O EO- > O O -0 C L ci �yO� Q C co L NO 0 Lu m O H O L j O O E E > It z LLI 75 LLI 0 O N Lo N 0 N co cn U- Zn 6 47 aj LL 40 Lq LL zo in S CR 2 pl; m 1 09 'i w m LL Ln LL m m 7 m cl 1p cn C; m C5 LL CU r z 06 M I La M Is 7� u cc eu F " 2 CL EL .0 LL 0 CL 2 M a z IL 11 JE I I 1 0 V) LO LD 47 LO QD q� 12— Qp 10 w 1 Z rg U) Z w w O n, IL 2i J CF) tz o a- N LO Q U o LL N m O � wQ = J w w 0 J 2 Q U U u) L w H Z D O U ry w_ J J O U m co H c C� C p CL C u- Q O 4) U � 0 C: 0) a) 75Q = N 00 (n N O O O O O O O O O O N O O O O O O O O O L O O O o 0 0 o o ' ' O M LLL 4-li O r 0 0 O Cfl ld d ti LO N LO 0 0 r r Ln O (fl ld O O Lf) M N O nN co Ln NrN 00 N�I� le M N iF R (D(D O O O O O O D" r ti 0 0 ' 0 0 ' ' O V r d7 N O O o Ln Ln �O M O O O M O O 00 I� I� T L i a CDC) o0 0o O 000> o0 0o O E ooll oo oo " O 0 oLOLfl 00 0Ln Ln N Co CO M O O O co to i a Ln 0 C\i Ln ai It O O Ln O O O O O E o o 0 0 m 0 O O ' o o 0 0 ' o o " O O Z) L O O U')r O O O LC) Ln N (.0 (0 Ln O CD O M w O N r �- 00 I� I- T i s 0 C4 Lc) 0i 0 OO Ln OO OO O oC)0 o0 0o O 4 E o 0 0 0 C o o O 14 O Lc) M O O 0 Lc) Ln ,- Cflcmw o0 Om w O N r 00 I,- r. r L d N m N LLB O ti 0 0 0 0 0 0 0 o O o 0 0 o u d w o 0 o o N N O r T O O 6� CO N M O O Ln o o T I- O Q- L 0 O O cM � `-' 0 00 Il- N N Ln LO v O a o r r r O U y E m L 0)O O O U) 31 N L L a) U) > L.L N O r +--� a)0 _0r i o N U) -0 � � CO � � c � 0 � a)CL E x d w w c E W rO a�,a) o LLE m O O LL 'a) o WofOfH MWUUQ -ZcNQH N O r r L N o CL APPENDIX H FUTURE COSTS AND REVENUES BY TYPE OF PUBLIC FACILITY COST AND REVENUE SUMMARY TABLE FISCAL YEARS 2030-2034 The table below itemizes the types of public facilities and the sources of revenue. The "Revenue Amount" column contains the 5-Year amount of facility revenues. The right column is a calculation of expenses versus revenues for each type of public facility. All deficits are accumulated as a subtotal. The subtotal deficit is the source of additional revenue utilized by Collier County to fund the deficit in order to maintain the levels of service standards as referenced in the Capital Improvement Element. Projects Revenue Sources Expenditure Revenue Amount Total ARTERIAL AND COLLECTOR ROAD PROJECTS Revenues: IF - Impact Fees / COA Revenue $120,000,000 GA - Gas Tax Revenue $125,500,000 GR - Grants / Reimbursements $0 AC - Available Cash for Future Projects/Payment of Debt Service $0 TR - Transfers $0 GF - General Fund (001) $119,700,000 DC - Developer Contribution Agreements / Advanced $0 Potential Debt Funding/Unfunded Need $26,816,000 IN - Interest - Fund 313 (Gas Tax & Interest Impact Fees $12,500,000 RR - Revenue Reduction (less 5 % required by law) ($10,125,000) $394,391,000 Less Expenditures: $394,391,000 $394,391,000 Balance $0 POTABLE WATER SYSTEM PROJECTS Revenues: WIF - Water System Development Fees B1 - Bonds/Loans Commercial Paper WCA - Water Capital Account REV - Rate Revenue Less Expenditures: WASTEWATER TREATMENT SYSTEM PROJECTS $77,640,000 $0 $0 $5,256,000 $266,016,000 $348,912,000 $348,912,000 $348,912,000 Balance $0 Revenues: SIF - Wastewater System Development Fees $67,370,000 B1 - Bonds/Loans $0 LOC - Commercial Paper $0 SCA - Wastewater Capital Account - Transfers $5,256,000 REV - Rate Revenue $313,008,000 $385,634,000 Less Expenditures: $385,634,000 $385,634,000 Balance $0 SOLID WASTE DISPOSAL FACILITIES PROJECTS Revenues: LTF - Landfill Tipping Fees $0 $0 Less Expenditures: $0 $0 Balance $0 PARKS & RECREATION FACILITIES PROJECTS Revenues: IF - Impact Fees GR - Grants / Reimbursements GF - General Fund (001) Less Expenditures: STORMWATER MANAGEMENT SYSTEM PROJECTS Revenues: $50,000,000 $0 $0 $50,000,000 $0 $0 Balance $50,000,000 GR - Grants / Reimbursements $0 AC - Available Cash for Future Projects/Payment of Debt Service $0 Roll Forward $2,051,000 GF - General Fund (001) (111) $85,000,000 Potential Debt Funding/Unfunded Needs $450,250,000 IN -Interest $7,119,000 RR - Revenue Reduction (less 5% required by law)-$356,000 $544,064,000 Less Expenditures: $544,064,000 $544,064,000 Balance $0 PROJECTS $1,673,001,000 SOURCES $1,723,001,000 106 Page 116 of 214 z z W 2 W w a J F a = U LL r 0 CO W = J 7 W W U U z z O U w J J O U 0 0 0 0 0 0 0 F o 00 o 0 F V O G M 0 O _ EA Q N M p EA 6H EA O O O O O O O z p O p O O p O 7 O r N -C m N (00 p Q LL N � p �; fH EA 0 0 0 0 0 0 O ~ p M O p CD 0 O O 64O 7 O W r N N (00 p Q LL N N � p EA fH (4 0000 0 00 ~ p O p O O 64O o O N O^ W N V N W p l0 (�0 Q LL04 N (M p 64 Ni EA 00000 O O ~ 2 p O p O O p O O .00 cmCN7 N p NO Q LL N r p 64 fA 64 0000000 ~ p O p O O p 0 7 O N W N 04 (L0 p r0 (MO Q LL N N p V3 ER EA z W (A w > O O z W w d J � J H o = a Q y U J 0 F U W V 0 c a a p U) O E ¢ O @ U IL y af 0 a a o O y IL a w w N c J p>LL-0 E c E 0` L w > m p EO�aa)< o a o �— U w c 01 c m( N LL Z O Q d' W c a c m a a F U O F U O Q G a d z J LU W U) U) LU H 1' a Q 000000 0 o o o o o pCoC p C 0000_ J O O O O O (O 00 O l0 O I� O a0 L W M F Q O U) d) t0 N O V F � N Np 646�1 M fA EA 6s EA � O O O O o O O O O O O O O p p p 0 64Ci O O O O N O- 0�1 N l00 O r Cl) l}L N fR N EA EA fR 6 ( Eli Dp. 0 0 0 0 0 0 0 0 0 0 0 co CD p 0O O 64 p 0 64O O O O N O 071 N (00 O n Cl) Cl)6s CO LLN fR N EA 64 EA Dp 0 0 0 0 0 O O O O O O O O p p p 0 p O O O O M 00 O (- O (O N N O m O (00 O l00 Mp Np Np- LL N N N 0 c p p p 0 p o 0 C 0 M 00 O 0) O (O V o N O O O V W (0 O (0 N c0 O (D Np Np Np� I}i N V3 N 64 N 64 EA O 0 o p p p 0 p C 0 C 00 N O m -0 l00 O (MD U)N Np Np LLLL N V3 EA fA fH N V3 U Z N LL o U 5ca 3 c a 6 E > � a N ¢ N LL y N d LLJ U N CY N o E m I zw m o x co c w d Q F y W O > N c N LU LL 0 ,-. 'j — C W Q O O m M O W O cas c cc7 y 0 O U F � y K U O 'y' LL O LL Y LU F LL w co-0 c N 10 y N O E a7 a� N N D y F- a� W N N y N (0 c N C> y j N» Z LU N EC�(7QFC7 > N 0 N d a)Z Lu �> E aci—` WX QKULL U'm o 2W LurLLC7C�¢F2 0�a?�� Cl) W 7 Z W W Z Q N F ti O U w a) E a a) E a v N O N ai a m H =o c 0) a a a c a� E m w c a) E a) O a E Q co U 000000 F e»o000 0 Z O O O O O Oo Q r- V LO t N MVNCOO Q O a0 O Ln NER LO O) CO V y). ER Cl) EF? ER ER 0 0 0 0 0 0 H (»00 CZ) 0 0 Z v o 0 0 0 0 QMcli O N I- 00 0)N co N O O LQ O1 Q LL Cl) N EA Y> (�O to,, HJ efl (R O O O O O O F efl O O O O O Z M O O O O O M N Q O N I- 00 r- CN (D N OOI� Q LL Cl) N EA Y> (0 to,, HJ efl efl O O O O O O EROOOO O F O O O O O Z N LO (O CO O ❑ M I- 00 N 0 0 N N I- O Ln O I co r� Q LL co EfJ N EA ER ER (O ER eA O O O O O O H C 0 0 0 O Z 7 (C) — O W V O O t` " O O cn O Il V C' N V U-, V (O Q LL Qa � N Et7 EA O O O O O O EA O O O O O F O O O O O Z O Ln o CO 'IT � M I- O � In O O N I- co O L O M V N V Q LL 646 N4 K3 End !A to F W Z O Q Z d > J U d' ❑ a = U u cn U m O a` O .@ T @ 060 > N a) E H U w Um a`) 0 a) m0 a c � cn ago w W O } d O �m of N C S m- w IL �x3 U oQ W c m o _o N .N E a) m �cnr Za d' QQ� Qw� a wlyoo�a 6 W Z J � w Q 0 F O O 0� IL a O 00 o 0 0 0 e» <» 0 0 0 0 0 0 0 0 (0 (D N V L (O N O O LO (O W I- EiT (O V ER N co ER ER 0 0 0 0 0 0 o (» va o 0 0 0 0 0 0 W M N N O O Co L O M O W V LL ER V (O ER ER (A O O O O O O O eR blT OO o O O O O W N N N N I� O O L O L Lo O I—LO (O ER ER elT O O O O O O O (fi tR O O CD O O O O W O N C) O V O Ih EA Lr) co ER Gq EA O O O O O O O EA Ef3 O O 0 O O O O co o (_0 It CN N LO Cl) O W I- M l) _ 06 lC) 3 (O r 333 O O O O O O CD GqU3 O OO O 00 O D V Lr O 1-- N V fA LO Gq EA ER ER a) aL w a) o � m o U p U a E o_ al a° a) w Q @ > m L ° U > v> o o a) (D En E LL a� C 00 O m 0 U w>m0LL3 m J (D >> 11f 11 a) O L Q O r T Cl 7E O- O 7 N y a) O c m y a) N m U � a) O (n V) a) a7 i O � ° ° o � � U c � ° o c V > O a)O 6 o y � a a) to .- O T fn fn a7 O U co C O t � C O O 0) o O C 3 y O 0) xE0) N o ca i t O U �— >, 0 3 om a) 7 O O o Z E c O 0-0 Cl U C fn ca ° i LL O -0 N H Y o O m x_ z ° E x O 00 a) � Q CL a O W_ U a 000000 F sso 000 o0000 0 z J O (O CO O V OF N V CO (Mp W (p 6F� O NK (p Q 0 N M 6�> 6F� O O O O O O F O O O O z O O M M C) (O m (O O N N I-- N N O O L O Q LL M EA (A N Cl) Oo V3 (D (fl (Pr O Cl O O O O F O O O O O z M O N CO to 7 C o r o r O O N � O O c O Q LL Cl) � � N fR O O O O O O F �'000C.00 z N O M to O C O (O O w O N r O O N Q LL � � 6. IR O O O O O O (A O O O O O C. O O O O F z O OM(O W 70 � O_O N � O N � CO V �' (O aLL O 61).o O O O O O O Cl O O F z0 o o O O(O O O (Oto o N 7 M v 0 C 1- 7 LL F w y w F Oz W w d J J Q W = F d Q N U y V O d J H O 0 0 m U m w O IL IL (� U w E w W N M L O N} a O_ U) o _ z d y O w ca y LD N .° = F u) d r @ aW y N O K w c m a U H C .V _ O F C O .y E N E N o U w @ a as a W vOi w000�� w Qz° w F WU N O a � a7 a) N 01 .0. _ - aI N L = U O — .0. 3 O y = C O 'O 0 7 N a w "O U0 = CO � U U N j O O O_ w y O O a E > N y .L.. N � L = O > L N T w 0 O p N N (0 (p E ,a) a N (0 (p aa) (D L > O 0 7 0 0 0 w x = w � E (a O 5 >� `O N N0 = U U > C y O N - CL y � 7 � U O O y LL F @ 111 N W c O ct z o 3 N O O 0) � ( � � � g m a b7 a§ _F-/ x>- \ m ILz «L� LU/ z < § 0 w § LL En \ 2-0 'n > (1) &a;2b LLC: LL -0 { \ M (n °7§;) U)E §>°�® 0)E 2. 2@ §s@S2D cu 2&a\E /`> ¥0\\e@ =ee§E =%y == 0 a) c: \)k\�� (aD-oc)E 30 E a) 2%_=-01 c co O-B o 2/Ee57 t ±o®* o§m0a) 2-&E£n m/2©%§ 2 eo=o �E 2} f£6\=o o-§:m- bf�2£2 . *$ b:E§® t J�22m) a>0 AD \20 z&0oa& }{ /C) LL 50 c: = 2 3%22 §777 E@�) /�_ c:LL \LL ]f\\ }\\/ Ik`± ƒmo *\/} Q=mQ Egg= ))}\ ƒnLp )/=g \g as \j\/ »0 -j 0 /j/co a2o 2\g �m °_ cn j\\ / & 0 \ 2 \ CL Cl) W 7 Z W W Z Q Cl) F N O U aa) E N E Q Cj N O N a) d n1 H x =o c m a a Q E m W c a) E a� 0 n E a5 Q co U 0 0 W � J a J j F O ~ 69 O EA 0 EA W M fM J N > LL � LL W � M M O EA O EH J N > r V! LL 0 to 0 61) W N J N > LL � LL O 6s O v3 w M J N > LL 0 to 0 W � c M J N > LL � LL F Z W W F W U iL y U Q H O H y F ~ U U w W p 7 � a a N U) w y w m F U f0 J ' Q U0 LL LL M a O D Z o Z O Q ) Q w w � U U ) a = w LU U ❑ ❑ � Z Q Z N o Cl) Y Q Q M d o d U I O K a O O O a) L — O O a5 U O C a) O U) CD U N � cn — U C .O U Q O cu � O C � y � .� a) O O N J L L CU V a -6 c .S o �— 'FM c as m CU .Q U M O U O O O a5 y C N 7 a5 J O=p— Y O O w' a) O O_ O d x CY > O 4) _ .. 0 0 :o O E O O O � > L O_ O 6 a) C C U-o — m a`) o `o Q .� C: 0 L OO 7 w0)0as ~ o a) > O o0 z w E Y co co x Q Q E W a) E N O O. (6 a m 0 Hill 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O bl3 O O O O 69 ul O O a V o — 0 0 c0 a w O o0 10 N LO O O O O O �- l0 M 00 V M O N CO V a l0 O ER N V EA N EA LO ER K3 T b9 eR fH a N V M = O N O N LL N 7 a� > O (D O N } LL m E y^ V fn p a - N c > O R O O a s O O m O c a -O a I a a c c 0 > > a a'c m ate + la C c � R N O LL O LL K 92 @ N K i N N O E N } O LL t0 '� m Lg N LL 0 0 N N �0 N d> O N N a N a O (A Of OfLL LL'U(D< zM�H N O N N N � CL 113 Page 123 of 214 2024 AUIR SUMMARY JAILS / CORRECTIONAL FACILITIES Facility Type: County Jail & Correctional Facilities (Category B) Level of Service Standard (LOSS): 2.79 beds per 1,000/population* Unit Cost: $93,084/floor space required/individual housed** Using the Countywide Peak Season population, the following is set forth: Units Value/Cost Available Inventory 9/30/24 1,304 $ 121,381,536 Required Inventory 9/30/29*** 1,473 $ 137,112,732 Proposed AU I R FY 2024/25 - FY 2028/29 0 $ 0 5-year Surplus or (Deficit) (169)**** $ (15,731,196) Expenditures Proposed AUIR FY 2024/25 - FY 2028/29 Projects $ 00 Debt Service Payments on 2022B Bond $ 807,400 Debt Service Payments on 2022A Bond $ 8,539,400 Total Expenditures $ 9,346,800 Revenues Impact Fees anticipated $ 9,255,300 Interest $ 53,500 Available Cash for Future Projects/Payment of Debt Service $ 1,725,400 Loan from Countywide Capital Projects (Gen Fund) $ 0 Total Revenues $ 11,034,200 Surplus or (Deficit) Revenues for 5-year Capital Program $ 1,687,400 Revenues needed to maintain existing LOSS $ (14,034,796)***** Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed Jails and Correctional Facilities AUIR for FY 2024/25 - FY 2028/29. Notes: * The previous Level of Service Standard (LOSS) of 3.2 beds per 1,000/population was adjusted to the current 2.79 beds per 1, 000/population by the BCC as part of their adoption of the 2009 AUIR. ** Unit cost value indexed per 2017 Impact Fee Update from previous value of $80,979 for the floor space required for each individual housed. *** The required inventory does not attempt to predict future possible increases or decreases in land, building and equipment costs. **** The Immokalee Jail Center (IJC) is a 192-bed adult detention center and booking facility. The IJC processes about 18 % of all arrests in the County. The facility also processes, and registers convicted felons and sex offenders, maintains a video visitation link with Naples Jail Center, and conducts a Working Weekend Program. *****2026-27 Facilities will initiate study to analyze existing types of jail beds and provide for potential reconfiguration of bed mix ISE] Page 124 of 214 Mental Health and Medical Facility - The 2017 Jail Master Plan Update completed by the BOCC's consultant identified a deficit of appropriate housing for Medical/Mental Health inmates. The Master Plan projected a growth in the numbers of these inmates for the foreseeable near future. Additionally, the need to house and properly care for inmates who suffer from addiction has been identified as a need within the Naples Jail Center. At the current time an old housing dorm has been temporarily repurposed as a Female Medical/Mental Health unit and does not comply with ADA standards. This need still exists today, making this a priority for the County's Naples Jail Center. A major concern is that the current housing for Female Medical/Mental Health Unit is not equipped with negative pressure cells utilized for tuberculosis, COVID, etc. This also leads to the housing of females in the Male/ Medical/Mental Health Unit and overcrowding in many instances in this unit. This is due to the lack of properly equipped space for medical treatment of female inmates. The Corrections Department is also in need of additional office space for the Community Corrections Programming. This includes the Pretrial Supervision Program which reduces the cost of housing for pretrial offenders who are assessed to not be a danger to the community. County staff recently engaged an outside firm, Stantec, to study options of either rebuilding current space, building new space, or a combination of both to relieve these problems. The updates to the Naples Jail Center for these purposes have been requested during previous AUIR processes and are now past due. 115 Page 125 of 214 I I I I I C �° z mw o z< J w a� rc � I I co j ro d' U HEND�Y COUNTY fn, aea N� as r Q W a� � J J W n f Q OW W a 3 s .� On-19 S3 F/lON3n3 n cc I LL '�� ors 3 �✓ _Z ) �>� Lu Lu L.._..—.._..—••— O m 0v ¢ Y m 0 (n I o y w O o NOIS NIAIl cf) W mi==�' ON 1 O&JIHW. CN Z N 31131� •I' WLq MEXICo GULF OF o s A'1 v 'As. ._ � c d r M 'O m ^ Cq LL N M d n a C O 3 a O a O 0 O 4) Go 0 N N co O J OQ fn J a ❑ fn U z W U LL W ❑ coLo O M `— M CM N M T Cfi? 00 C' � � ER r O M c EF? CO eD N ER O N rZ co O co T.4 V 00 O N N T Or— m O T Lq O O U c m z J � W U M Ern O m N m V m Cfl 0 O r-- W w M M LO m't Cfl M N N ❑ N LL W W J ❑ W Q J_ O Cl) O M O Cl O M O Cl C)(0(D OM M M W co M W Q T T T T T T T T T Q co W m Z z Q J a Q z — O O O O O CD O O O to ❑ W m Wco ❑ a, r— N O O O co O M T co T V T co M v_ T co LO V T co r- v_ T p O T O v T CO O Ln T T N Ll) T r-- M Ln T N Lr) Ll) T N O N NW 46 z O J a O >W > O U "IL It 'IL LO � LO COD LO � LO 0 M LO ti LO N LOO M m LO co N U Lpii a M _ O N m M Ln J U N Q W LO 4 N co 6 N I` O N a0 r� N O DO N N O � O N T O M N M M N M zT M M O M p C U O N w 3 O � L R � } O T r 6LO N M H O U (0 U U fn C L6 Q +O O U L N o O (6 = O �_ 3 0 o n .-_ Q Q O Q O O .O O 7 .r O cn d 4? O 0) •� C ti ❑ U N � O U) co C6 L C_ cn O O C > C O Q N Q U rn o +L' '- (0 O O m > O OLL O L o _ T a)'m O O � D CL N O N L N > H a)M .0 •O O_ i o c cn O O a) "� C6 E O E C .O U Q 6 O L O 0)O O O O U O O O L -0O O) (n O _r_ Q U U 0 O O O a>i s a o a) a) CO Y c U O O > d E O yL O a) Q Y c6 O O C U U m YO L U ) O C O O U Q N O O 2 6� O a)a) O O L O O -aO -C U) D } O U O M L O -0 (� 0 O O S_ m 0 cn c6 N O N CL spae Ln Ln Ln Ln Lr) LO o Ln o Ln O Lrn Lr M M N ri .ZT Lfl 00 00 M M l0 lD M (M Ln I O Ln N ci V 0 00 O Ln n _0 00 M M en N 4 a O m N Ln (6 QJ, QJ O O -0 Q 00 M m N ro O v m Ln E _ 00 m m Mo N N _0 ICT � a v 00 LI) O Ln o � o m "' o o v co U1 N (Am O U r- o oM of N o J N N Ln O N m 5 (n �� 00 0 O M 00 1 (� Ln N L.L 00 V M O M r4 n N 1-I c I O Ln N Q lD n N O 0 L6 o n N N N o -1 o Lr) N N 0 N � Ol O M � N m � O � N O O O O O O O O O O O O O O O O O O O O O I- Ln M ci O1 Lf1 Ln L!1 Ln Lf1 1:3- V spaa paainbaa 78 uoilelndod N O 00 N O O n COLLIER COUN Y SHERIFF'S OFFICE - JAIL POPULATION FY 17/18 Month 2018 Change Cost per FY T9 Cost per Day 2019 Change Day FY 2020 19/20 Change Cost per Da Oct 823 1 10.62% I $146.48 I 858 4.25% $145.99 746 -13.05% $177.11 Nov 837 1 19.40% 17144.03 808 -3.46% $155.03 709 -12.25% $186.35 Dec 840 23.71% $143.52 773 -7.98% $162.05 696 -9.96% $189.83 Jan 810 I 10.81% I $148.83 I 803 -0.86% $155.99 701 -12.70% $188.48 Feb 823 8.72% $146.48 826 0.36% $151.65 697 -15.62% $189.56 Mar 829 9.80% $145.42 809 -2.41% $154.84 634 -21.63% $208.40 Apr 837 1 8.98% 1 $144.03 791 -5.50% $158.36 538 -31.98% $245.58 May 865 10.47% $139.37 803 -7.17% $155.99 543 -32.38% $243.32 Jun 853 1 10.64% 1 $141.33 1 760 -10.90% $164.82 556 -26.84% $237.63 Jul 859 8.87% $140.34 731 -14.90% $171.36 564 -22.85% $234.26 g866 8.25% $139.21 742 -14.32% $168.82 562 -24.26% $235.10 p861 rY 1 7.22% 1 $140.02 1 758 -11.96% $165.25 584 -22.96% $226.24 Avg 842 11.46% $143.19 789 -6.24% $158.86 628 -20.54% $210.56 Month FY 2021 20/21 Change Cost per Da FY 21/22 2022 Change2023 FY 22/23 Change Cost per Day Oct 656-12.06% $205.29 693 5.64% EDa 739 6.64% $211.95 Nov 668 I -5.78% I $201.61 1 685 2.54% 718 4.82% $218.15 Dec 682 -2.01% $197.47 676 -0.88% $202.31 722 6.80% $216.94 Jan 687 1 -2.00% 1 $196.03 702 2.18% $194.82 728 3.70% $215.15 Feb 674 I -3.30% I $199.81 I 724 7.42% $188.90 717 -0.97% $218.45 Mar 649 2.37% $207.51 744 14.64% $183.82 751 0.94% $208.56 Apr 670 1 24.54% 1 $201.00 1 700 4.48% $195.37 786 12.29% $199.27 May 674 24.13% $199.81 675 0.15% $202.61 803 18.96% $195.06 Jun 652 17.27% $206.55 686 5.21% $199.36 793 15.60% $197.52 Jul 670 1 18.79% 1 $201.00 1 700 4.48% $195.37 785 12.14% $199.53 Aug 676 20.28% $199.22 707 4.59% $193.44 772 9.19% $202.89 Sep 658 12.67% $204.67 730 10.94% $187.35 783 7.26% $200.04 FY Avg 668 1 7.91% 1 $197.79 1 702 5.12 $188.26 758 8.12% $206.61 Average Daily Jail Population, Fiscal Year 1000 910 900 872 842 797 783 757 789 702 758 800 700 628 668 600 500 400 300 200 100 0 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 CCSO 2024 AUIR Information Vage 2 of 3 Page 129 of 214 120 Page 130 of 214 2024 AUIR SUMMARY LAW ENFORCEMENT FACILITIES Facility Type: Law Enforcement (Category B) Level of Service Standard (LOSS): 0.9089 sq. ft. per capita` Unit Cost: $470.00 per sq. ft ** Using the Unincorporated Area Peak Season and the Everglades City populations, the following is set forth: Officers Available Square. Feet Value/Cost Available Inventory 9/30/24 662.5 296,651 $ 139,425,970 Required Inventory 9/30/29 - 424,188 $ 199,368,360 Proposed AUIR FY 2024/25 - FY 2028/29 118,500 $ 55,695,000 5-year Surplus or (Deficit) (9,037) $ (4,247,390) Expenditures Proposed AUIR FY 2024/25 - FY 2028/29 Projects $ 55,695,000 Debt Service Payments for 2017 Bond $ 5,653,100 Debt Service Payments for 2022B Bond $ 2,819,600 Debt Service Payments for 2022A Bond $ 444,800 Total Expenditures $ 64,612,500 Revenues Impact Fees anticipated $ 9,763,700 Voter Approved Infrastructure Sales Tax $ 53,580,000 Interest $ 90,500 Available Cash for Future Projects/Payments of Debt Service $ 3,232,400 Total Revenues $ 66,666,100 Surplus or (Deficit) Revenues for 5-year Capital Program $ 2,053,600 Additional Revenues needed to maintain existing LOSS $ (2,193,790) Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed Law Enforcement Facilities AUIR for FY 2024/25 - FY 2028/29. Notes: * Level of Service Standard reflects actual square footage available plus 5-year capital plan and move of the Evidence/Forensic Science Building into the 5-year capital plan. * * Unit cost value is based upon recent project cost experience. IN Page 131 of 214 Law Enforcement: CCSO New Facility Needs 07-23-24 Mental Health and Medical Facility - The AECOM's 2017 Jail Master Plan Update identified a deficit of appropriate housing for Medical/Mental Health inmates. The Master Plan projected a growth in the numbers of inmates requiring support with substance abuse and mental health related issues. Additionally, the need to house and properly care for inmates who suffer from these issues has been identified as a need within the Naples Jail Center. An old housing unit is being used to house females with mental health and medical needs, however the need for a permanent solution still exists today. Renovating a portion of the Naples Jail Center for this use is a priority for Collier County's Naples Jail Center. A major concern is that the current housing for Female Medical/Mental Health Unit is not equipped with negative pressure cells utilized for tuberculosis, COVID, etc. This also leads to the housing of females in the Male/ Medical/Mental Health Unit and overcrowding in many instances in this unit. This is due to the lack of properly equipped space for medical treatment of female inmates. The Corrections Department is also in need of additional office space for the Community Corrections Programming. This includes the Pretrial Supervision Program which reduces the cost of housing for pretrial offenders who are assessed to not be a danger to the community. County staff recently engaged an outside firm, Stantec, to study options of either rebuilding current space, building new space, or a combination of both to relieve these problems. The updates to the Naples Jail Center for these purposes have been requested during previous AUIR processes and are now past due. Forensic and Evidence Facility - The design of Surtax funded CCSO Forensics and Evidence Facility has reached the 100% design phase and is proceeding through the competitive bid process. We are optimistic that a successful bidder will be selected by the time the AUIR process is approved. As has been previously discussed, the CCSO and BOCC staff are in agreement that it is in the best to relocate all elements of the CCSO working at 2373 Horseshoe to the new Forensics and Evidence facility. The Horseshoe facility has become a very dated and cramped facility not suitable for CCSO's current operations. The planned state of the art facility is being designed to co -locate many key elements of the CCSO to include Patrol Administration, Investigations, Youth Relations, Crime Scene, as well as centralizing our Evidence Management. By having these key CCSO functions co -located in a hurricane resilient facility it ensures our ability to operate in both a safe and efficient manner. CCSO is ready to move forward with beginning construction once we have an awarded bidder as well as board approval. District 1 Substation - CCSO continues to have the need to relocate from the current D1 facility. The District 1 substation has served us well, but is severely overcrowded and does not provide adequate storage for vehicles, trailers, and other equipment necessary for CCSO to respond to the needs of the community. CCSO needs a larger facility with adequate space for offices, meetings, or citizen interactions. Storage as well as parking space continues to be a hurdle for us. The ideal location will be well away from a Flood Zone. The Substation would be ideally placed in a central location within the district for proper response times, and coverage for shifts working the district. The BOCC has previously signed an agreement with the North Collier Fire District to co -locate the CCSO district, should funding become available. CCSO is open to identifying existing BOCC facilities or Commercial facilities to repurpose for this use. This remains a high priority for the CCSO Law Enforcement Facilities. IPA Page 132 of 214 CCSO Traininq Facility — The CCSO is in need of a Training Facility to house all of its Training functions. The ideal training facility will include a driving training course, physical agility course, classrooms, as well as a firearms range. Currently, the CCSO holds firearms training for its members at an outdoor range located in the Golden Gate Estates area. Firearms trainings occur daily, resulting in heavy traffic not only from the CCSO, but from other entities that train at this essential facility. In addition to the firearms training, many classes are held at the indoor training classrooms located on site. We also hold outdoor obstacle and tactical training classes as well at this location. BOCC Facilities staff has also worked to evaluate major upgrades that are needed at this site. The conversations to make the necessary and substantial upgrades to the location have halted. CCSO still believes that the standing water, lack of overhead baffling, and no long term plans for a training facility need to be addressed. Due to the requirements to continue current and future levels of firearms and other training located at this facility we are still open to discussing all options to meet the training requirements of the CCSO. Due to the increased home construction taking place surrounding the current range, CCSO is requesting a training facility to be considered in the AUIR for our firearms and training needs. This remains a high priority for the CCSO for Law Enforcement Facilities. District 5 Substation - Recently the BOCC has approved moving forward with evaluating properties for a future permanent substation for District 5. At this time this is not resolved, but conversations are ongoing. As per our previous AUIR submissions, the D5 substation has been relocated to a temporary leased space within this Patrol district in the Southeast Naples area. As with the D1 substation, the Property Evaluation Forms were submitted to the BOCC Real Property staff in 2019 with similar results. At this time, we are still open to evaluating all opportunities to co -locate with other public safety entities. We are also open to evaluating any other BOCC currently owned properties or future acquisitions. This remains a high priority for the CCSO for Law Enforcement Facilities. Estates Substations - Due to the growth planned for the estates and eastern Collier County CCSO will have the need for two new Substations in this area in the near future. Each substation should be modeled after the District 4 substation and include room for large vehicle storage, administrative offices, as well as bulk storage. Most often overlooked is fuel storage. CCSO has learned that the need for fuel on hand is more important than in previous years, so any new substation will require fuel sites to be incorporated just for CCSO's needs. *We are open to co -locating with other Public Safety Agencies if that is in the best interest of the CCSO and the BOCC. **CCSO is working on a more comprehensive plans for our Facility needs. Once complete that will be provided to the BOCC Staff. 123 Page 133 of 214 w_ * O 00 LO tizz, f-- O� 0 co M LO 0 M CO 0 � M O M O cn~ O LL � N N CO 0 N o) M 0 CA m _U J LL EA � r- r O O Ln N— N I� 0 r 00 M (D 00 f� LO C a � J, J fn r— -,t ti r O CO O tO O N LO M 00 L() N Cb LO 0 0 W W � ti 00 N M r co M co M O a cn ~ D U (0 co m M J LL LL a w CO CD O O N r r CO m U')O M m It w a a L j't 0 M u CO CO CO D cn CO (D CO cn O w J m T tn LL r CD r W r CD r W- r r CD r w r CD r w r LSD J w d ( CO CO CO O LCj cr CA cr G CA Q cn N a rn N rn N Oi N r Nt�t r r It w LL z Oo O CD CD a o C) L C Lr o LL CD a Q z C cn J T a W U Q Q � H � LU O o f� M � O M CD 't N to - 0 r Ln 0 CD 0CD 00 U)a T U Q j N 0 w U mCOO 0 CO 000 Lei N 000 CA CO m O O LLy N T L() Q w Ln Ln a U N a� z 0 U O w cn LU a r- CD f-- LO r CO N M co L() N CD N _ r%- CD 0 com00 JQ 00 CD a r LLo � N f� N 0 cn O J M W M CO 0 CD LO - (9 4 06 Lc a � Ve M O— N N N co �� LO U) N w O It LO LO LO LO Ln LO LO LO LO a Ov > zw z + M N M Lo CD O 04 N CD M N cn eq N s Q W Ln 0 r- w m t �' O r N M cY r rr N N N N N 3 co co co M M 3 O N Ln N 0� N N 00 N O O N O M M N M CO M O L (7 J O O O O O i O O O O O (7 a U N N N N N (' L N N N N N L L � O � LO T N T N O H N O (M N CL It 00 0 zl- -;t 'IT -t m m m m m .zT m M N N O1 1-1 Ln Ln Ln 1 �t I � 1 I o ! 0 -ZT I T00 1 n Ln N c-I • IZI-1-Zt' �'DILn Ln M O V ' � O n Ln V a m m m 0 N m m N 0 N N m m 0 N m 6 0 N O m Ol N O N Ol N 00 N 0 N 00 N n N O N N N O N w N Ln N O N Ln N N O N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Ln O Ln O Ln O Ln O Ln O LI) Ln N O n Ln N O I, Lf) N O n Ln Ln Ln 't -Zt 't m m m m N uoi;eindod N O LO ch Ln O N � n 0 z m H W 2 W V 19 O L6 Z W 3 Q J N O N i J to O 0 c 0 � C w c 0 U) a) N f6 J 11-i U� a rc in >� m� ? i a a 50 50 V ro K U HENDRY COU •° — asa ao -� WN � W J y o Q E i O U W W 0 LL LL Q J Q > C Q m wo K Y Y a � as c 0 0 m U U d W O N (7 m L y a = O LL 0 d3A3 9 o d n n o y N O LL N m N L q W LL G LL N U O w b m i�; = vvyns 7/' �: ° m G m o � L 0. OFF" O. CL Z N .• N Z � Z N y uL OF ME)oco as doi v U 0 7� C m n G N d L J o°u u n O z cvi d LU a 3 CO � C •O 'O y N Z W m= M LO r C) COLLIER COUNTY SHERIFF'S OFFICE - CALLS FOR SERVICE Calls for Service by Year and Call Source Year Citizen Agency Total 2019 172,232 269,578 441,810 2020 170,415 330,105 500,520 2021 195,542 280,619 476,161 2022 193,809 293,808 487,617 2023 205,950 301,549 507,499 Calls for Service, by Call Source 600,000 500,000 400,000 300,000 200,000 Ln 100,000 N' 0 2019 2020 2021 2022 ■ Citizen Generated ■ Agency Generated Citizen -Generated Calls for Service AveraLye Resnonse Time (Min.) by District 2019 2020 2021 2022 2023 D1- North Naples 6.1 6.3 8.0 8.3 8.4 D2 - Golden Gate 6.0 5.5 7.3 8.1 8.1 D3 - East Naples 6.1 6.0 7.3 8.0 7.5 D4 - Estates 7.0 6.2 8.4 9.5 9.4 D5 - Everglades 4.5 5.3 7.1 7.4 7.4 D8 - Immokalee 5.0 5.0 6.1 6.3 6.0 2023 Response times represent average time in minutes from dispatch -to -arrival for citizen -generated calls for service (RT>25 removed). Citizen Generated Calls Average Response Time 9 7.9 7.8 8 7.4 7 6 5.8 5.7 5 4 3 2 1 0 2019 2020 2021 2022 2023 127 Page 137 of 214 COLLIER COUNTY SHERIFF'S OFFICE -JAIL POPULATION FY Month 1 2018 17/18 Cost per FY Change Day 2019 18/19 Change Cost per Day FY 2020 19/20 Change Cost per Da Oct 823 I 10.62% I $146.48 I 858 4.25% $145.99 746 -13.05% $177.11 Nov 837 19.40% $144.03 808 -3.46% $155.03 709 -12.25% $186.35 Dec 840 1 23.71% 1 $143.52 1 773 -7.98% $162.05 I 696 -9.96% $189.83 Jan 810 I 10.81% I $148.83 I 803 -0.86% $155.99 701 -12.70% $188.48 Feb 823 8.72% $146.48 826 0.36% $151.65 I 697 -15.62% $189.56 Mar 829 1 9.80% 1 $145.42 1 809 -2.41% $154.84 634 -21.63% $208.40 Apr 837 I 8.98% I $144.03 I 791 -5.50% $158.36 I 538 -31.98% $245.58 May 865 10.47% $139.37 803 -7.17% $155.99 543 -32.38% $243.32 Jun 853 1 10.64% 1 $141.33 1 760 -10.90% $164.82 I 556 -26.84% $237.63 Jul 857-1 8.87% $140.34 731 -14.90% $171.36 564 -22.85% $234.26 Aug 86 1 8.25% 1 $139.21 742 -14.32% $168.82 I 562 -24.26% $235.10 Sep 861 1 7.22% 1 $140.02 1 758 -11.96% $165.25 584 -22.96% $226.24 FY Avg 842 11.46% $143.19 789 -6.24% $158.86 628 -20.54% $210.56 Month FY 2021 20Lne ChI Cost per Day FY 2022 21/22 Change Cost per Day FY 2023 22/23 Change Cost per Day Oct I 656-12.06% $205.29 693 5.64% $197.35 739 6.64% $211.95 Nov 668 I -5.78% I $201.61 1 685 2.54% $199.65 718 4.82% $218.15 Dec 682 -2� $197.47 676 -0.88% 1 $202.31 722 6.80% $216.94 Jan 687 -2� $196.03 702 2.18% $194.82 728 3.70% $215.15 Feb 674 I -3.30% I $199.81 I 724 7.42% I $188.90 717 I -0.97% $218.45 Mar 649 2.37% $207.51 744 14.64% $183.82 751 0.94% $9,08.56 Apr 670 1 24.54% 1 $201.00 1 700 4.48% $195.37 786 12.29% $199.27 May 674 I 24.13% I $199.81 I 675 0.15% $202.61 803 18.96% $195.06 Jun 652 17� $206.55 686 5.21% $199.36 793 I 15.60% $197.52 Jul 670 1 18.79% 1 $201.00 1 700 4.48% $195.37 785 12.14% $199.53 Aug Sep 676 20� $199.22 707 658 12.67% 1 $204.67 730 4.59% 10.94% I $193.44 $187.35 772 783 9.19% 7.26% $202.89 $200.04 FY Avg 668 1 7.91% 1 $197.79 1 702 5.12 $188.26 758 8.12% $206.61 Average Daily Jail Population, Fiscal Year 1000 910 900 872 842 797 783 757 789 702 758 800 700 628 668 600 500 400 300 200 100 0 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 128 Page 138 of 214 COLLIER COUNTY SHERIFF'S OFFICE — CRIME TYPE FIBRS 12000 10000 8000 6728 6880 6513 6000 4000 3184 3118 2318 2000 834 867 660 0 Violent Property Other ■ 2021 ■ 2022 ■ 2023 Tota I 9491 Violent 834 867 660 -23.87 Property 3184 3118 2318 -25.65 Other 6880 6728 6513 -3.19 Total 10898 10713 9491 -11.4 129 Page 139 of 214 130 Page 140 of 214 2024 AUIR SUMMARY LIBRARY BUILDING FACILITIES Facility Type: Library Buildings (Category B) Level of Service Standard (LOSS): 0.33 sq.ft./capita Unit Cost: $263.41 per sq.ft. Using the Countywide Peak Season population, the following is set forth: Available Inventory as of 9/30/24 Required Inventory as of 9/30/29 Proposed AUIR FY 2024/25 - FY 2028/29 5-year Surplus or (Deficit) Expenditures Proposed AU I R FY 2024/25 — FY 2028/29 2010/2017 & 2010B Bonds Debt Service Payments Total Expenditures Revenues Square Feet Value/Cost 174,082 * $ 45,854,939 174.219 $ 45,891,026 0 $ 0 137 $ (36,087) $ 0 $ 3,082,600 $ 3,082,600 Impact Fees $ 4,884,900 Interest/Misc.Income $ 29,000 Carry Forward (unspent cash as of 9/30/2023) $ 172,300 Loan from Countywide Capital Projects (General Fund) to assist with debt service payments $ 0 Total Revenues $ 5,086,200 Surplus or (Deficit) Revenues $ 2,003,600 Revenues needed to maintain existing LOSS none Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed Library Buildings AUIR for FY 2024/25 - FY 2028/29. Notes: • Level of Service Standard reflects actual square footage available. 131 Page 141 of 214 Library Division: Regional and Branch Facilities — The Collier County Public Library (CCPL) provides library collections, services and technology to residents and visitors at three regional libraries and seven branch libraries. All locations offer material lending, public internet stations, printing, photocopying, scanning, faxing and free Wi-Fi. Materials can be returned 24/7 with drop boxes available for patron convenience. We continue to see an increase in usage of electronic books, virtual data bases and virtual programming. Patrons continue to tell us through annual surveys that they can easily access and use our online resources and programming. We were proactive in implementing a successful virtual presence and online experiences to offset the decrease in foot traffic post pandemic. Foot traffic has now increased 10% making gains that were lost due to the pandemic. Circulation of downloadable materials has also increased 10% over the last 5 years with no decrease during the pandemic. There have been many changes in how people access and use information, rely upon our e-resources, use our spaces and services, all of which require constant effort to revise our approach to library best values and meet the expectations for high quality services and resources. We see patrons using the library meeting room spaces again and attending in person programming. We see largest increases in children story time attendance and programming. Planned or Future Use — The 2024 AUIR does not identify a square footage deficiency. CCPL has partnered with Collier Senior Center -Golden Gate to use CDBG-MIT grant monies that will harden/remodel and expand will approximately 1,900 sq. ft. of meeting room space for the Library to use for public programming. Notice to proceed for design was received in February 2024 and the contract was awarded to Harvard Jolly. Design has started and biweekly meetings with county stakeholders is progressing well. CCPL is in possession of approximately 2.72 acres in the Fiddler's Creek Development that is restricted for Library use. 132 Page 142 of 214 2024 AUIR Library Buildings LOSS: .33 sq ft per capita FISCAL YEAR POPULATION COMIDE SQ FT REQUIRED 0.33 SQ FT PLANNED IN AUIR SQ FT AVAILABLE SURPLUS/ (DEFICIENCY) VALUE OR (COST) AT $263.41 2024-25 499,426 164,811 74,082 9,271 $2,442,179 2025-26 506,406 167,114 0 174,082 6,968 $1,835,441 2026-27 513,483 169,449 0 174,082 4,633 $1,220,273 2027-28 520,660 171,818 0 174,082 2,264 $596,413 2028-29 527,936 174,219 0 174,082 (137) ($36,061) 1st 5-Year Growth (2024-2029) 28,510 9,408 2029-30 534,305 176,321 74,082 (2,239) ($589,696) 2030-31 539,741 178,115 0 174,082 (4,033) ($1,062,201) 2031-32 545,233 179,927 0 174,082 (5,845) ($1,539,605) 2032-33 550,781 181,758 0 174,082 (7,676) ($2,021,856) 2033-2034 556,384 183,607 0 174,082 (9,525) ($2,508,901) 2nd 5-Year Growth (2029-2033) 22,079 7,286 Total 10-Year Growth (2024-2031 50,589 16,694 133 Page 143 of 214 550,000 500,000 0 _0 Q 0 a 450,000 400,000 350,000 2024 AUIR Library Building LOSS: 0.33 SQ. FT. / Capita (Peak Season) Unit Cost: $263.41 per sq.ft. 2024-25 2025-26 2026-27 2027-28 2028-29 2029-30 2030-31 2031-32 2032-33 2033- 2034 {Population & SQ. FT. Required --*—Square Feet Available 195,500 185,500 175,500 165,500 m m LL m L 155,500a N 145,500 135,500 125,500 115,500 134 Page 144 of 214 Col I i" Cou ntq aa�o;m. 2024 LIBRARY BUILDING INVENTORY .S SRC ALICOFD ..� i I�c.al u 1e,. Hy Immokalee Library CORKSCREWRD ; m Legend _LAKE TRaHEo IMMOKALEE; v OR MG C1 i Major Roads rn 1 0 C Z LEE COUNTY MMowLEERD 9 N z Existing Library 'm BO TAB CH ! Av an J n 1/i �+y _ ._.._.. 0 OIL W ELL RD ; Headquarters Library MM LEE D Vanderbilt Beach Library Estates Library vA DERE TEEACHRo ti.......................... ....................... GOLDEN TE DLVD PI ERDGE NAPLES ? RADIO D DAVIS Naples Library st Golden Gate Library RA LES HAI'll K South Regional Library East Naples Library 8 q 51 y„may' Marco Island Library MARCO ISLAND 92 1 9 a� o Everglades City Library we '.. g U N a ` ° 5 (RP T S41 Miles d V RGLADES CITY 1 TAMlgryppl 0 1.5 3 6 9 12 0 135 Page 145 of 214 2024 LIBRARY BUILDING INVENTORY Commissioner District Library Address Type Square Footage 1 South Regional 8065 Lely Cultural Pkwy Regional 30,000 1 Marco Island 210 S Heathwood Drive Branch 15,600 1 East Naples 8787 Tamiami Trail E Branch 6,600 2 Headquarters 2385 Orange Blossom Drive Regional 42,000 2 Vanderbilt Beach 788 Vanderbilt Beach Road Branch 7,000 3 Golden Gate 2432 Lucerne Road Branch 17,000 4 Naples Regional 650 Central Avenue Regional 35,800 5 Immokalee 417 N 1st Street Branch 8,000 5 Estates 1266 Golden Gate Blvd W Branch 11,182 5 Everglades City* 1102 Copeland Avenue N Branch 900 TOTAL Library Facility Sq. Ft. 1 174,082 * Everglades City Branch Library is housed within the Everglades City Courthouse. 2024 LIBRARY MATERIALS INVENTORY Collection Location Type of Material Inventory System -wide* Physical Materials (Books, DVDs, CDs, etc.) 534,109 eBooks / eAudio 53,799 Streaming** (Movies, eBooks/eAudio, Comics, TV) 76,447 TOTAL Library Materials (all formats) 664,355 * Library Materials move throughout the system and can be returned to any library where they will reside until requested and/or checked -out. ** Streaming includes count of cost -per -use downloads at average $2.18/download. 136 Page 146 of 214 COLLIER COUNTY PUBLIC LIBRARY- FACILITY USAGE Foot Traffic by Library 2019 2020 2021 2022 2023 South Regional 143,884 100,248 80,490 97,429 119,638 Marco Island 119,414 73,781 62,858 74,006 77,275 East Naples 70,132 36,320 28,146 42,887 45,874 Headquarters 321,634 208,552 202,016 218,646 251,624 Vanderbilt Beach 97,233 55,010 39,076 61,359 64,349 Golden Gate 105,517 61,347 50,698 68,052 75,798 Naples Regional 196,413 132,396 94,142 123,539 131,112 Immokalee 53,956 36,466 30,134 38,346 41,969 Estates 62,538 32,644 29,407 47,274 50,871 Everglades City* - 3,336 2,333 1,670 1,439 TOTALS 1,170,721 740,100 619,300 773,208 859,949 * The Library Division is now able to capture foot traffic for library services at the Everglades City Branch. Foot Traffic by Library 2023 �- 2022 . 2021 -+ 2020 - 2019 - 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,000 ■ South Regional ■ Marco Island ■ East Naples ■ Headquarters ■ Vanderbilt Beach ■ Golden Gate ■ Naples Regional ■ Immokalee ■ Estates ■ Everglades City* 137 Page 147 of 214 COUNTY GOVERNMENT BUILDINGS CONTENTS GOVERNMENT BUILDINGS - SUMMARY • TABLE • CHART • GOVERNMENT BUILDINGS - SUPPLEMENTAL 2017 MASTER SPACE PLAN -BASED PROJECTIONS • TABLE • CHART • GOVERNMENT BUILDINGS CAPITAL IMPROVEMENT PLAN • GOVERNMENT BUILDINGS EXISTING INVENTORY - MAP • GOVERNMENT BUILDINGS INVENTORY • GOVERNMENT BUILDINGS LEASED SPACE INVENTORY - MAP • GOVERNMENT BUILDINGS LEASED SPACE INVENTORY Collier County 2024 Annual Update and Inventory Report on Public Facilities 138 Page 148 of 214 2024 AUIR SUMMARY GOVERNMENT FACILITIES Facility Type: Government Buildings (Category B) Level of Service Standard: 1.7 sq. ft. per capita Unit Cost: $638 per sq. ft.* Using the Unincorporated Area Peak Season and the Everglades City populations, the following is set forth: Available Inventory 9/30/2024 Required Inventory 9/30/2029 Proposed AUIR FY 2024/25 - FY 2028/29 5-year Surplus or (Deficit) Expenditures Proposed AUIR FY 2024/25 - FY 2028/29 Projects Debt Service Payments Total Expenditures Revenues Impact Fees Interest Available Cash for Future Projects/Debt Service Loan from General Fund (001) Loan from Countywide Capital Projects (General Fund) Sales Tax Surtax (Fund 318) Total Revenues Revenues Required to maintain existing LOSS Total Revenues Recommendation: Square Feet Value/Cost 941,194 $ 600,481, 708 897,492 $ 572,599,896 66,886 $ 59,600,000 110,588 $ 70,555,144 That the CCPC forward a recommendation of approval to the BCC for the proposed Government Buildings AUIR for FY 2024/25 - FY 2028/29 Notes: $ 59,600,000 $ 28,516,400 $ 88,116,400 $ 15,615,300 $ 125,000 $ 3,079,900 $ 9,027,200 $ 52,500,000 $ 80,347,400 $ 7,769,000 $ 88,116,400 * The unit cost is derived from actual project completion costs (Heritage Bay Government Center), calculated at $514.74 per square foot based on pricing as of November 2020. This cost has been adjusted by a 24 % increase, reflecting the rise in winning bid prices according to FDOT data from November 2020 to May 2024. 1:1GMD12024 -AUIR - CIE12024 AUIR Cat B - Government Buildings12024-material12024 DRAFT AUIR GOVT BLDGs Draft 24.09.04 139 Page 149 of 214 N MM 2 W 2 W Q E O a L � O N Oco as a a N N L � O U Rt M� y W 2 R L 0 V O L @ O �U G1 O C 5XC. W W Y a1 N C � � l4 X L� cC = m U In W d Gl y w � 2 O O O O O O O O O O O O O O O O M T T N T O O O O O O O O O O T O 199=1 aaenbS O O O O O O O O O O O O O O O O O O O O O M 1- O a) co LL M M LL co LL O co LL co LL d' M LL M M LPL N M LL T M LL O M U- m N LL M N N i N LL Lf ) N N LL co N LL N N LL N LL CD Q LL CD m C- CU N T cu 0 L N m Wq N N W N 0 0 0 0 V 11 4t g O O N 11 to o V N N v 0 0 0 0 O Q co O T r W r O N r N I-r I- V M W 1 WN W O W O N g T M W Ln T O I- O M.1 T N w T M M LO Ln p Ln Ln N v M O I- CD Ln I,-- M M co W H M r Ln LO LO 4 O LO N O O O O h Ln �p O r Ln 00 CT Ln r` O O O LO r O U) l0 Ln CD O a) N cn a) coLn q Ln Ln q* Ln cn ti O 00 M M N w ti 0o T N r LO 0 V} O N N N M r 0 0 0 co O 4 Ln LO h ti h ti M w p N U °ram° M ~n N i o 0A ao O 00 00 I� LO LO LMn LO Lcn Ln � C) M N Cl) N N N r Ll) Z I- M v O w I h O O O 00 O 00 00 Na * M I- r M q* O Ln Ln N Ln J W O 00 M Ln I- (O r M L O W I- In O Ln 00 Ln r LO N O Ln N O g CD q M W LO O a O N O a)` N r T M T a)ti Ln T h N M O? Q] Ln r I-- N O O _V M� h Cl) M N'q N Ln 00 M 1* M M T LO O Ln N N O T Ll) a) O T r N 00 N M LO O M O LL W T T T T T T T T T a)00 I-- T T O O w I` to 0 v M M N U) Q W LLJ W J U- m a) O O O O O 11 It 11 It O O O 00 O 00 to O 00 O 00 O 00 O (0 O (0 Lp 0 CO 0 00 0 CO 0 00 0 00 LO W 00 N N N N N a) a) a) a) 00 W O O 00 O O O O O 00 O O O O O 00 J 00 fO CO CO tO LO r T r T N 0 00 O p O 00 O 00 OO O 0000 00 00 00 00 O 00 Q O h N ti N ti N h N ti N r 1 r r 1* M le Ln 1* 00 O O LO O O O O O LO CD CD O Lp 0 0 to O O O O O Lp O O O O O Lp 00 O O O O O O O O O O O T T T T T T T T T T T T '^� Q V/ w o a " Z U c o 0 0 0 Co 00 00 LU Ix z O O O O O O O O O Op p 000 0 0 Co O O O O O O O O O O O O O o J Q vi N N N N� w to c� a z c — w o w w Ly Ln M I- LO r It O I- 11 1* O N N N Dp W O LO I- M r M W LO N Ln In N r w N w M M LO O q O O w W O O N N O N O N O O w N O N r O t0 T M W Ln O p N M Ln p M N Do I- N I- Ln M O I M r p O r` LL r Q D r N M O Iq O Iq O M ti O 00 LO O r N LO M O It O LO N I- Ln 00 ti O r 00 O I- r CO N LO MICT Ln 0 O 0 It Ln -r- W CO w W I- cn 00 I- '1 ti ti ti O ti ti 00 O 00 O 00 00 00 00 LO O O O O O'IT r 0,O 0, O 'mM r z O W M CO CO O Ln Ln I- O Lfl LO M O Lfl 00 Ln r M r 0 0 0 M CD CDp 0 Q ' O w O O Ln M M 00 I-N O 00 'IttO W M Ln CD M 00 00 M M W N r J? LO f, O'It O T N'It h'It m r C'M I'- N I'- M M LO O M M M d O f- M Ln Ln lzr ICT M r O to M O f� 'o LO O Ln O Ln LO Ln O r Ln O w N O O() � ti LO ti 00 O O O Ln r Ln N Ln N Ln M Ln M� Ln Ln Ln Ln N O O Ln w Ln �O Ln f� Ln I� Ln N 00 a M co Ln M 00 M N M Cl M O p O N p N N N 4 N N M O M O J p O N p N o000 0 000000000+,00000� 300000}, 3 y Lu N N N N N N N N N N N N N N N N N N N O N N N N N ?� O } 3 O C9 o I- 0 tL- } O } Ln Ln r Ln r N � r N O M O H H O r v m N O T Ln O 0) m d 7I ', LJ m Q. LO N cD N 00 N rl- N O M O M E LL O O CD O O O O U O O O O O O O O O O O O O O O O O O O O O 0 0 O O O O O C 00 O O LO 0 0 11 IRT O O U � l rn Ci to to c4 to V N N It LO LLB 3 ram+ N C O U LO m >- N N N N N LL O CD CD O N 0 0 O O O O O O O C C O O C O O O O OM O (D O CD NO N N LO Lto U N M fM C .y m U N M M IT CD LL O 0 0 0 O N N N N N 0 0 O O O O O O O O O O 0 0 Cl 0 O O O O +-' CD CDr- O N O O O O O C o N O U (D Lri O Ln 00 LO CV N N O C1 O C1 LO C4 Lf) r to N N LO LO LO to LL C)LO(D o 't00r— CD >S V3 O O O O (D O O O O O 0 0 00 0 0 00 00 O O 00 00 OOooO O oo O tV N N N O N N N O O N to co to to to LL ' N N 0 H H N H H H N 0 � 0 0 00 /O W U) n1f W L nR v N nU) LL � U U c r- c x O - 0 N .2 L 0 U v LL _ c N c 0 a (6 s L y Q x C 0 _ 0 i L a m O m x E i L ~ rn O > 0 N N U Y x LL 00 (6 O LLJ cL6 c0 CM i o r U 0> > 0 LL r� E o � > 0 a r r ❑ (DCU O v x z Q m H H r 3 m O m O m O o Q c 06 06 LL O M M � R 0 y a a a I-- a 0 CN 0 N N V � CL GENERAL GOVERNMENT BUILDINGS 2024 AUIR Inventory Owned Facilities Name of Structure Address Square Feet CAT Operations (ex-Morande Dealership) 8300 Radio Road 32,144 Transportation Department (Arthrex) 2885 Horseshoe Drive South 34,236 Golden Gate Government Service Center 4829 Golden Gate Parkway 7,276 Marco Tax Collector 1040 Winterberry Immokalee Courthouse & Gov't Center 106 S. 1st Street 10,495 Immokalee Health Department (CHSI) 419 N. 1 st Street 14,778 Immokalee Barn (First Floor) 425 Sgt. Joe Jones Road 7,265 Immokalee Barn (Second Floor) 425 Sgt. Joe Jones Road 7,265 Immokalee Transportation Bldg. 550 Stockade Road 8,837 Immokalee Code Enforcement Bldg. 310 Alachua Street 1,994 Medical Examiners Office 3838 Domestic Avenue 13,238 Building "B" Human Resources 3303 E. Tamiami Trail 7,160 Building "C-1" Tax Collector 3291 E. Tamiami Trail 14,745 Building "C-1 Addition" Tax Collector 3291 E. Tamiami Trail 3,407 Building "C-2" Procurement 3295 E. Tamiami Trail 10,190 Building "C-2 Addition" Procurement 3295 E. Tamiami Trail 2,411 Building "D" Risk / Jail Visit / AS Admin 3311 E. Tamiami Trail 8,388 Building 7" Admin. 1st Floor Security Lobby 3299 E. Tamiami Trail 2,138 Building 7" Administration 1st Floor 3299 E. Tamiami Trail 10,859 Building 7" Administration 2nd Floor 3299 E. Tamiami Trail 10,859 Building 7" Administration 3rd Floor 3299 E. Tamiami Trail 10,859 Building 7" Administration 4th Floor 3299 E. Tamiami Trail 10,859 Building 7" Administration 5th Floor 3299 E. Tamiami Trail 10,859 Building 7" Administration 6th Floor 3299 E. Tamiami Trail 10,859 Building 7" Administration 7th Floor 3299 E. Tamiami Trail 10,859 Building 7" Administration 8th Floor 3299 E. Tamiami Trail 10,859 Building "G" Wellness Center 3327 E. Tamiami Trail 5,511 Building "H" Health 1st Floor 3339 E. Tamiami Trail 24,385 Building "H" Health 2nd Floor 3339 E. Tamiami Trail 29,775 Building "H" Health 3rd Floor 3339 E. Tamiami Trail 0 Building "L" Courthouse 1st Floor 3315 E. Tamiami Trail 24,761 Building "L" Courthouse 2nd Floor 3315 E. Tamiami Trail 23,533 Building "L" Courthouse 3rd Floor 3315 E. Tamiami Trail 22,021 Building "L" Courthouse 4th Floor 3315 E. Tamiami Trail 22,211 Building "L" Courthouse 5th Floor 3315 E. Tamiami Trail 22,041 Building "L" Courthouse 6th Floor 3315 E. Tamiami Trail 22,041 Building "L" Courthouse Roof Penthouse 3315 E. Tamiami Trail 7,099 Building "L" Courthouse Mezz. 3315 E. Tamiami Trail 5,050 Building "W" General Services - 1st Floor 3335 E. Tamiami Trail 21,782 Building "W" General Services - 2nd Floor 3335 E. Tamiami Trail 9,272 BCC Fleet Management 2901 County Barn Road 41,597 Animal Control Admin. 7610 Davis Boulevard 8,933 hGMD12024 -AUIR - CIE12024 AUIR Cat B - Government Buildings12024-material\2024 DRAFT AUIR GOVT BLDGs Draft 24.09.04 143 Page 153 of 214 GENERAL GOVERNMENT BUILDINGS 2024 AUIR Inventory Owned Facilities - continued Name of Structure Address Square Feet GG Park and Natural Resources Bldg (Old SOE) 3300 Santa Barbara Boulevard 7,000 Agriculture Building 14700 Immokalee Road 13,361 Emergency Services Center 8075 Lely Cultural Parkway 57,274 Building "L-1" Courthouse Annex 3315 E. Tamiami Trail 134,780 Property Appraiser 3950 Radio Road 27,591 North Collier Government Services Center 2335 Orange Blossom Dr. 13,923 Supervisor of Elections Facility 3750 Enterprise Avenue 31,530 SubTotal Owned Facilities 848,310 Owned Facilities - Not included in 2016 Impact Fee Study Name of Structure Address Square Feet Building "E" Snack Bar * 3307 E. Tamiami Trail 713 GMD Extension * 2800 N. Horseshoe Dr 21,935 GMD Main Building * 2800 N. Horseshoe Dr 41,028 Heritage Bay Government Services Center ** 15450 Collier Boulevard 23,000 Airport Place - Tax Collector * 725 Airport Rd. S 6,208 SubTotal Owned Facilities 92,884 SubTotal Owned Facilities - Space included in AUIR 941,194 Owned Ancillary Facilities Name of Structure Address Square Feet 800 MGHZ Generator Bldg. 312 Stockade Road 238 Imm. Animal Control Kennel 402 Stockade Road 1,572 Animal Crt'I Kennel 1 7610 Davis Boulevard 3,949 Animal Crt'I Kennel 2 7610 Davis Boulevard 3,949 Animal Crt'I Kennel 3 7610 Davis Boulevard 3,949 Animal Crt'I Sally Port 7610 Davis Boulevard 6,727 Animal Ctr'I Stable 7610 Davis Boulevard 3,159 Immokalee Radio Tower Shed 312 Stockade Road 16 Road & Bridge Shed 402 Stockade Road 102 Road & Bridge Fuel Island 402 Stockade Road 818 Building "K" Chiller Building 3323 E. Tamiami Trail 5,520 Electric Substation "A" 3315 E. Tamiami Trail 824 Electric Substation "B" 3339 E. Tamiami Trail 1,088 CDES Parking Garage * 2800 N. Horseshoe Dr 101,956 Courthouse Annex Parking Structure PG2 3355 E. Tamiami Trail 420,497 Jail/Bld H Parking Structure PG1 ** 3343 E. Tamiami Trail 188,000 800 MGHZ Generator 2901 County Barn Road 368 800 MGHZ Repeater Building 2901 County Barn Road 64 Vehicle Wash Rack 2901 County Barn Road 1,950 Fuel Island/Canopy 2897 County Barn Road 3,600 Fuel Tanks & Slab 2897 County Barn Road 1,557 Generator / Fuel Tank 2897 County Barn Road 127 SubTotal Owned Ancillary Facilities 7,90,030 TOTAL Owned Facilities 1,691,224 hGMD12024 -AUIR - CIE12024 AUIR Cat B - Government Buildings12024-material\2024 DRAFT AUIR GOVT BLDGs Draft 24.09.04 144 Page 154 of 214 GENERAL GOVERNMENT BUILDINGS 2024 AUIR Inventory LEASED FACILITIES (Subject to AUIR) Name of Structure Address Square Feet Transp. Dept - Davis Boulevard Maintenance Facility Davis Blvd. (former FDOT) 11,208 Tourism and Economic Development 2660 Horseshoe Drive, North 4,840 Horseshoe Square - Growth Management Departmen 2685 Horseshoe Drive South 7,203 Tax Collector's Office - Eagle Creek 6654 Collier Blvd. 3,087 Tax Collector's Office - Golden Gate Estates 50 South Wilson Boulevard 2,777 Tax Collector's Office - Marco Island 650 Esat Elkam Circle, Marco Island 3,304 Community & Human Services - Assistance Center 2671 Airport Road South, Unit 203/201 5,000 Sub Total Leased Facilities 37,419 TOTAL Owned & Leased Facilities 1,728,643 hGMD12024 -AUIR - CIE12024 AUIR Cat B - Government Buildings12024-material\2024 DRAFT AUIR GOVT BLDGs Draft 24.09.04 145 Page 155 of 214 a� c =o m GR g3 N g C a� d > Uo d o J 0 �� � o H z as do � w ass ao uj o E W E o a V m _ O o c E E E 6Z aS� 5 EU s � p Eo E � c •� 1 .4 LL c 4 > w 1 w 2 = J LU 3 y z E 'a 1 m u a Y o w O d O W an�a s3av��aa a4. ° E E r w n E °' u W — ` 3 m E a and z N W o c W U N v Z Z �c u r Y ° L.._.. = ao ' p W O o p Y OOn,ff' O Q N - . Z. w u d��r ! /=I Q 1 N m Z ' J_ W _ 0> a mLU cr _ a% v 1 YLU LU 0 —S NIAIco ��, �� �•� •RAJ > p r Q N Y LL J a v o- m c:..a , c 3f.2 J y r U° w O K G m a Cj wns .� Z o m' = =o E Z o q o 'ova 3 r W (1=J E w m� c u m + MEX�C� > d lo N co s G uLF pF IO ro 0 0 OR sz aS �r 0 LL Q. p w W w W y 3 J W Q J_ U 2 0n19 S30VIME .may uwns � I y as dol 148 Page 158 of 214 2024 AUIR SUMMARY EMERGENCY MEDICAL SERVICES FACILITIES Facility Type; Emergency Medical Services (Category B) Level of Service Standard (LOSS): 16,400/population or 0.0000611capita* Unit Cost (Blended): The blended cost of $4,990,892** Using the Countywide Peak Season population, the following is set forth: Units Available Value/Cost Available Inventory 9/30/24 Required Inventory 9/30/29 Proposed AUIR FY 2024/25-FY 2028/29 5-year Surplus or (Deficit) Expenditures Proposed AUIR FY 2024425 FY 2028/29 Projects Debt Service Payments for 2022B Bond Debt Service Payments for 2010/2017 Bond Debt Service Payments for 2022A Bond Total Expenditures Revenues 26.5 $ 132,258,638*** 31.4 $ 156,714,009 5.0 $ 24,954,460**** $ (21,572,660) $ 24,954,460 $ 1,451,600 $ 766,000 183,700 $ 27,355,760 Impact Fees Anticipated $ 2,442,000 Interest $ 35,000 Available Cash for Future Projects/Payments of Debt Service $ 254,100 American Rescue Plan Funds (Vehicles) $ 2,700,000 Land Trust Funding (Vehicle) $ 352,000 Total Revenues $ 6,783,100 Surplus or (Deficit) Revenues for 5-year Capital Program $ (21,572,660) Additional Revenues needed to maintain existing LOSS $ 21,572,660 Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed Emergency Medical Services Facilities AUIR for FY 2024/25-FY 2028/29. Notes: *Level of'Service Standard reflects a 24-hour advanced life support unit (vehicle, equipment, station space). The Advanced Life Support (ALS) response time goal is 8 minutes travel time 90% af'the tirue (urban) and 12 rnijurtes travel time 90% of the time (rural). 149 Page 159 of 214 Notes continued... "The blended cost is basedon owned and co -located units at a rate of two-thirds owned S3, 885, 040 per new station, vehicle & equipment), and one-third co -located $1,105,852 per neiv co -located station, vehicle & equipment) Calculated based on 13 owned stations and 26.5 annbulannces and equipment. * All stations including blended stations assume cost of S41990,892. Iwo Page 160 of 214 6S4 b 0 O U) 0 0 a9� i d J Q C a w a } � U U)z O w U CO '. U OW N h w M N to O N Mco co ❑_ CA m m M V m JJ Fq EA to 4R ffl 69 64 69 �i Q a (Il } U U �_ O 00 M h r [t 00 Q• U M r O r d N r r CV ..r r ❑ � (A ❑ (1) w z Q (q u) (n (n (n (n (n (n (n (n (n ❑ ..PI� q) O 4 r O O T r r N LL Q zz ❑ Z r N r O T O r O O T N h J Q � LU a L❑U r ❑ O Lo 0) c) 00 N ti (D Cn M lD O O N Ol n ¢r (n (j O r r CV T CV m M co,M M M M M Cl) M M M mr co 6 o W (G w M O (O I q I (, Cb M ti N r- M CA (O M O h 0h W C] (D � (OA (((3 Tf1 N(U W) (M UW) W)) LO z O Lu I- ❑_ O 0�}0 00 LO 0 00 GO (ri IL U N N O O IL cn N d M O N O N � LO N O O N N N N Q Ln to ti co On 'C O r N m Nr_ �j (} Q CN N N N N M M M Cl) W C] 0 0 0 0 0 0 0 0 0 M 0 0 O } N N N N N L N N N N L NCU (� lL (D Q) } � O Lf) L() T N r N O zs� N U u U) U U C w_ M0 N � U O Y N E.�C CN C LLI U) Q Q r N O N Cfl r a Silun LO M r W rl_ LO M cr m M M co N N N N N .- Q m co H co H O U Q y a LL R1 H LL LL O V x CO 16 LL Qy U ao 0 Ca m 4J O 0 a Q Q O Q Q O O O O O O O o C� o o a o uoi;elndod M O N vi a $ U M -O a Na •� a E a N C C O O U L O to � C 41 T M Q u a w a O L M ], O — N � a v a c N Q Q c N '@ > O Q cn c ro C c N f O Q 1T •� N � CL a O m a N � � a N Cr a O 7ti C N (.0 c�S CQV 0 +� O � co O 3 3 O °1 LO d c N O N bD C O Q O 0. ss[ z O H U) �uj 2 V z D x W RT N N W(n{n(n[n[�(ofnCn(n(ofnC�(!}(A(qCofnfnf!)(n(q(nf�fnCnU}(AWfn(n(A(nW (n �wwwwwwwwwwwwwwwwwwwwwwwwwww�wwww�w a a -O -O u -0 -O -a -0 'a •a -O -p -a -p -O 'O _0 'CJ 'Q zs jU 'O il '0 -0 -0 a W N C C N C C C C C N (A N C U1 C N fA fn s�33333c`emu C C C C C C 3camm (ry (D(L)33co��m��3cacac�3ro�ros� J J O O i O O J O O O-i J O- O � � � J 0 0 0 0 0 O J 000 --I M r Ce) T N 00 LO d) M_ rr- ct o M CO N Oce)" M V M N m fn V M to e co W CM N M CD a N M O r r u7 r C_- W W N Y r M r M M M Z Nr m fn ul O Or m ZMcoZ Z O N@ Y� ch M a) (n N h rz('�Z ct m u) N r IT W W ul �M M o O N �Z a) O� c6 d' OL W u)� W 9 CL a N W� V) CO Y E a) w'Zz� O- m -YM >- OM)z m U) OZ❑ - w ❑ mz m p �w O N E EQZZ z ? m a)m mw �❑ a �zrY m m ZZZY E- ai oa U�a//o��Q/wa-T �z-- �a m a Y�--' z L L. m .L LL m❑ Ly. L.L W m Z m Z O (n Z •c (D v F❑� � cu -� mo o❑ ma m o m a) cy,O�m a Q U� m -2 CL 7m > N❑Ym Om� o N� m �" N (`BQ m Q Q � m U) O U N N O m O m 7 Y-0� co m o CO m 0 < ...,(OHco aO O m I- m O L= m O OUDa-� m (n > C wCL C J m U OUy� 0 m OCD a) N O + m O m� U NM❑r,mUQ= Or �{q m -jT O f� i� Il, M � M f- M r M O W i� ti Co N r Q r (O co rf d' (D CO CO (O (D Nr N (0 00 N C) I f,- T (O M l0 C) C r r ti w T m N 00 L � ❑ co CO 67 N c- c- CO N M r r (f7 r f- r I- M r e N d m q� r e ❑ Y M rI 0 0 0 z z z Q r N M CDC) N N M N N N ILO N N 0 CM M N M C)N It d;I- M -T qt (D It M d C)C)(D ((') (O 41- c n uo r- (D h c w O m O f- M �� N M h O ca H a a a N M N co N LPL -o ! LL W Of m Of � "a Y = Z ❑ m m ❑ LLI o m a) ._ � 0 s a(Dmv a -o O O r (N CO �t u) C) r N C) N M Kr M 00 C) Q o r Ln (fl r C) O IX o 4& Y . N M O IX ❑ CO �N (1) NNNNNNMMMq t tdt q -qt(O(Or-htiP-Ooa)dr-- d't- r-- CL UU:-5UUUUUUUUUUUUUUUUUUUUUcoo UUUU U 5oa000Q0000000Q00000000000 0000 a ww=wwwwwww wwwwwww wwww w u C O ro En � Q) " o L y_ O w o 4, U) N O M (fl r a) O7 m CL a W z z a a e W N a W J z H W z O a H W Nt N d N O I- z W z a W to a O 19 IL c z a ss� 0 c� a 0 O 00 0 LO 0 (fl r- 0 r- 0 C) C � ao(Dco C)ocnLO C) Sri M 00 N N I'- CD C N cl C 0) o O U C a — C O O cn -r- a) a�U N O >n U 0 a� � c 4-'OO � U a)+,, C U E L U o�j O. O a) O C E U CCO —JILU 0 v 0 Sri co co m 0 0 U O a 0 m (Q 0 -Nr 0 a7 N 0 O C) oot- t- C) CD C) LO �n a C) I-- M r N r- M O LO O Mr-O)c+) N C O �` O U C O }' 4-1O co C a) a m (n E (L) � c 4- L 0W U M O C U � c 4- � o U m Q) M L U a) (4 .�.,.� ++ O N O C W U -0 •� ca -1 W l- N N OD OD ui o O Cl) C v (0 C c� c) (n CCn LL C W W In O � � (n O � C ic U) -x O a� a) m 0 I- 99[ 0 0 0 0 0 0 (O 0 0 (O 0 0 0 0 0 0 O O (O 0 i,. 0 0 0 0 0 CS c O O r O O O O O O O O T (O O CD CD CD CD O O CD O O O O O O LO 0 0 Lf) V) N k3 y L6 L6 C V7 [� L6 & O O M & Cd V V O O g d M O O r LO (O O (O (f} " r 00 O) 00 (O N Lo N C+) d O r t 6,} 44 Lo zr Ffi r O LO ti E}} 61} b9 N r G) Cn 0) 0 O Gq U'> 64 69 69 N O H} U.)U.)r; (,.� 69 C 2 U � � �� a m 4. O O O O O O O O O O O O O O O O 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O OOOOOOOOu) OcnU-)OuOOLn L) (n c6 0i 0) (3� c (6 (' O (fl N V (3i O N (f} 69 64 69 6'} 69 (fl <fl co O (D Iq (O N n (Q rr 6)6) (f)((4UFl !iV C 60, 0U') N (O m m O co O N N N N LO C' (0 c} (O Nt ' r C f1 r- f- rl- I- I- M 00 NT 't zr ti 'T rf J fLA } N C L Q N N y 00 O U C U LO c a� U U y .b ai a� E a E L m O C y p N aoon ca N > o U Nt 2 — +- W ���2 07 o}+ 0 W UU m� 0- LU N rn N N N� O N O a) a7 0 Y E O O=_ O O O N U C m i U of G! m CL (GU 7 L O Z O cr LU O a)a00000= co O O LL } ?� iJ Ncr E aT OU>~- Qi Q) W W Q L .L 0 » tc s] to LL N vOi o U O a� 0 O N -2 E � L1 C1 a- UJ �- QLu2LUIU"-U- I Z Q 0) N +1 G a) E a cr N 0 G O C a1 O U O G O Co O G C7� � N � 00 () U � r a) a) iu N a) a) -0 j W Q)I0 m � N i m p m a L cu C D o O c, a o D L LU yr a1 W a H D co L L� r m C L l0 L D L GJ u L O Lsl N N E -I N e i Ln H m H m m N r l r-I N N N m M -i T"i 0) Co r� N 0 0w I � " 00 CO al W Ol Ln Ol it Ol n o0 Ol Ol v0 00 00 r� n Ol Ol ew - M m 1 0) al al Ol al a7 a) rn 0) Ol rn Cl) a) a) M 0) 01 rn al 01 0) Im co rn oa rn N oo oo to LD r� r� m LD r� LO Ln Lo 00 Ln -zt m ri t--i ct r. rn rn m rn rn m m ai rn a) a) Oti m m m rn rn m m m m r� m m w Ln r. Lo Ln 00 r 00 r. LD -:T LD ct "r a Ln o0 m cD Cr ri Ln LD O LO ri m oo O rn rn a, m a) rn oo m a, a) a, a) a, m m a, a, rn rn am rn m Z a, oo r. Ln Lo M LD Ln 00 O M al cr 00 00 m m LD W -zt m m ri -i m Lo 0) Ln LD to N Cl m m 0) 0) w m N 07 00 00 al w a) w a) 00 00 m m w Ln 00 w r-I �* LO ri w O to O m 0 r-I N 00 cD O ri N Q rn N Ln cr M N r- al ri w cr rn o0 rn rn n o0 oa o0 oa oo ao rn oo m 00 r• 00 00 r-- I�r 00 r r- m Ln LO ri a) 01 M 00 01 cr LD r� ri tr Ln m N m N 00 Ln f-i LD -i N r--i ri m dt 00 00 0o N o0 Ln r tD r` LD co r. LD oo r. 00 r� Ln r. r` Ln m 00 r, LD m 00 r- 0) N LO -T N Ln 00 01 ri i-, 00 00 N rt o0 O O Ln M m ri O LD oo :� rn w r co N lqt LD cr Ln Irr 1* Ln LO Ln r� Ln '4t LO Ln :t N r. LD cT N m lD 00 m I�t N O N Ln O ri ri a) O ri m O (n O ri Ln 0) Cr d W rI rl LO c# LD 1z;T Ln m� N� m N m m Ln N LD M N g m m r-r Ln (N-4 N N 00 m N w Ln cr cr N Q m m m w q�:r ri ri O N a) O r- Ln O �lqt ri It N m N N ri N ri N ri N ri m vi Ct N ri N ri M m N r-i .--i T--i ri N O ri N M d LA O N Mc* m LD M O O M L11 LD O O O ri N O ri N N N N N N et ct et d � m N r�!� t` G1 ri M M cn LD N 4- 0 4- C ro C 0 u a7 t E O ai a 0 N f6 ri C c aj v � m w O Q d � a W to O 1� N ro = C:f ro O U Y � Q O C � t � uj A ►0 89l AN N O 00 Cfl N O7 (0 CL 159 Page 169 of 214 2024 AUIR COASTAL ZONE MANAGEMENT SUMMARY Area Type: Coastal Zone (Category "C") In compliance with the Conservation and Coastal Management Element of the County's Growth Management Plan, and the County's Strategic Plan, the following is set forth for FY 2024/25 to FY 2028/29. Expenditures Project & Program Costs $57,356,800 Reserves - Unrestricted $78,288,790 Reserve - Catastrophe (1) $3,000,000 SUB TOTAL $138,645,590 Revenues TDC Revenue - Category A $75,406,990 Interest & Misc. Sources $9,701,300 Available Cash for Future Projects/Payment of Debt Service $54,303,600 Revenue Reserve ($766,300) TOTAL $138,645,590 Surplus or (Deficit) Revenues for 5-year Capital Program $0 Revenue needed to maintain Sustainability $0 Recommendation: That the BCC approves the proposed Coastal Zone Management AUIR for FY 2024/25--FY 2028/29. Notes: (1) Catastrophe funds are accumulated at a rate of $500,000/yr, up to a maximum of $10,000,000. 160 Page 170 of 214 as;a „e„a a oa § §k(k7 ! : § — ; ! §§§§.;;§§ ;;§.: ;:;:: ::;:,,,,,a § \ (�((\\ / / 7&/&} &&©/ /ml \ !}§7w (m \ (\ \ } } / [ \# \#\\} \# $} ####\ $ ml `7 , ` , .. „ , , Pm 16 E ; a ; ; \ }\\/\ ####$ \\\( \/ r 2K . , � � » � , .. k k {| J ; ® ■ E ,, $( \ / ## \ \}\} ####k [ # !$ r \ } \ . 2 /( ####\ #Is oo So ■ ow Iq wl „ , , Im / } k ## # #\#\## ###\ ### 4#4#$ #### #So I # ; § ;a° , w .. IN ease ,,,, a , ! » I \ # \( \§om } # # ## \ }\\ # ####! \\ \ , m , , , .. „ , °, \ {2 E ! ® ! : » 2 * I / §§. !!!!r !! ! ® r ;; § § _ !!!!r § _ \ � � \ o k , & e ### #\\ # ## ### «««#$ ## ## ;_° , m ; m ;a° sa a , � !le /| } } # !\ yK # # # #### ### # ####! ## # \ # ## o # K - — 7 |:1. _ ) �_ o _ k\\\}}}\k \ �))\\\\\\\\\§ \\)j\\\ \ {( {......)()(§ {()(() /§)))) /)))) /) C 3 LL m .Q R U d E a t � N N i O 3 N O c d t V c6 d m U 0 H O O O O O O O O O N � M 000 O M C Cl COO Cl LL NLLLOOOV i CO OOV O O CO >- . M N O Cfl It� M Il- CO N Lf � M M � O LAC) Cl) M LL O Cl O O O O O O O E � O oc O COO N oc p i O CO O 00 Cl) Cl) N 00 N ti N Cl M N M O O LL" C� C M M vi NP- M O E 0 0 0 O O O O O O � E M N O M � O 000 ' Vi Np i — N O M O N O M N 0 0 r0 N c O >- 0 M 0 0LO V.1 N C N NO Ln N E LL a ti rn rn E 0 0 0 O O O O O x m E f-4 E Ln 000 O M 00) COO_ oc' M " Il- O O 00 O CO 00 NN 0 0 0 m O M O Cr0 LL d Cn N N ti N co Ld I- Cfl N co N G T 0 0 0 O O O O O co f6 C � � � rn � c E ooc ooci ri Co 0 0 0 00 c°)O 0_ o O N M M N C O O LL LO O O d CO 00 CO co M 0 0 0 O O O O O O Ef3 O O rn 0 m m 0 0 0 0) y — M O O I- O O M O N to N O. ti O— O C00 W U) OM r- M N LL 0 h C-7 00 - v CD ( a co (0 U') C.0 _0 2 Co E D U U co 2 co C -t� 'O N N N Q O O Q N . a)o 0 v E � O Of a) L w a) j a� 0 aN U) tea? o d a) > N CL x x O N N U) c6 N W co LL C U i i C O Co w Of W H W U o H z a 71 N O N N (fl 0) m CL COASTAL ZONE MANAGEMENT - FY 25 — 29 PROJECT DESCRIPTIONS BEACH PROJECTS Beach Emergency Response (90077) These projects include funding for unforeseen emergency projects which may include storm erosion and / or cleanup, biological debris cleanup, pollution, and others. Funding availability is critical for immediate response to issues regarding public safety and welfare. Collier Beach Renourishment (80301) Funding within this project is programmed for engineering, permitting, and construction of Naples Beach where annual monitoring results indicate erosion to remains available for miscellaneous renourishment of the County's beaches. No new funding is programmed. Naples Beach Engineering, NTP & Renourishment (90068) Funding within this project is programmed for engineering, permitting, and construction of Naples Beach from Doctors Pass to 21stAvenue South, where annual monitoring results indicate erosion of beach widths to below the County standard of 100'. Park Shore Engineering, NTP & Renourishment (90067) Funding within this project is programmed for engineering, permitting, and construction of Park Shore Beach from Seagate Drive to Doctors Pass, where annual monitoring results indicate erosion of beach widths to below the County standard of 85'. Vanderbilt Beach Engineering, NTP & Renourishment (90066) Funding within this project is programmed for engineering, permitting, and construction of Vanderbilt Beach from Delnor Wiggins State Park to approximately '/z mile south of Vanderbilt Beach Road, where annual monitoring results indicate erosion of beach widths to below the County standard of 100'. Clam Pass Park Beach Engineering, NTP & Renourishment (90069) Funding within this project is programmed for engineering, permitting, and construction of Clam Pass Park Beach from Clam Pass to Seagate Drive, where annual monitoring results indicate erosion of beach widths to below the County standard of 85'. Marco Island South Beach Engineering, NTP & Renourishment (90071) Funding within this project is programmed for engineering, permitting, and construction of South Marco Island Beach from Eagles Nest condominium to the Cape Marco condominium complex, where annual monitoring results indicate erosion of beach widths to below the County standard of 100'. 163 Page 173 of 214 Tigertail Beach Access Expansion (90076) Funding within this project will remain for the ongoing maintenance of the access pathway from Tigertail Park parking area to Tigertail Beach for use in heavy beach maintenance equipment access to Marco Island Beach. Local Government Funding Request (LGFR) (90065) Funding within this project will be used to fund professional consultant services in assisting with FDEP's annual grant applications for beach and inlet management funding assistance. CO Beach Analysis (80165) Funding within this project will be used for consultant services for periodic updates to the Collier County Beach History document. INLET PROJECTS Wiggins Pass Dredging (80288) Funding within this project is programmed for engineering, permitting, and construction of periodic maintenance dredging of Wiggin Pass. Doctors Pass Dredging (90549) Funding within this project is programmed for engineering, permitting, and construction of periodic maintenance dredging of Doctors Pass. Clam Pass Dredging (88032) Funding within this project is programmed for engineering, permitting, and construction of periodic maintenance dredging of Clam Pass by Pelican Bay Services Division. Collier Creek Modeling, Jetty Re -work and Channel Training (90072) Funding within this project is programmed for engineering, permitting, and construction of periodic maintenance dredging and construction and maintenance of erosion control structures at Collier Creek. Tigertail Lagoon Project (90007) Funding within this project is programmed for the County's participation in the Marco Island / Hideaway Beach Tigertail Lagoon Restoration Project. REGULATORY Beach Tilling — County Wide (80171) Funding within this project is programmed for tilling of the County's beaches prior to sea turtle nesting season when required as a permit condition for construction. Near Shore Hard Bottom Monitoring & Seagrass Monitoring (90033) Funding within this project is programmed for annual hardbottom and seagrass monitoring of the County's beaches and inlets when required as a permit condition for construction. Shorebird Monitoring — County Wide (90297) Funding within this project is programmed for monitoring for shorebird nesting activities along the County's beaches required as a permit condition for construction. 164 Page 174 of 214 City/County Physical Beach and Pass Monitor (90536) Funding within this project is programmed for annual beach and inlet monitoring surveys and reporting to FDEP as permit conditions for construction. Transfer to Fund 119 Beach Turtle Monitoring (91105) Funding within this project is programmed for annual beach monitoring of sea turtle nesting activities and reporting to FDEP as permit conditions for construction. MAINTENANCE Tractor Shelter (80378) Funding within this project is programmed for maintenance of shelters at Vanderbilt Beach and Marco Island for tractor and equipment storage used for beach maintenance. Beach Cleaning -Naples (90527) Funding within this project is programmed for reimbursement to the City of Naples for beach cleaning provided by City resources. Beach Cleaning-County/Marco (90533) Funding within this project is programmed for beach cleaning provided by County staff on Collier and Marco Island beaches. Jolly Bridge Maintenance (80407) Funding within this project is programmed for maintenance activities at the Collier County waterfront site at the northeast end of Jolly Bridge near Marco Island. Vegetation Repairs — Exotic Removal (90044) Funding within this project is programmed for maintenance activities along Collier beaches dunes to remove non-native / invasive plant species. Lowdermilk Park maintenance / City of Naples (50308) Funding within this project is programmed for maintenance activities by the City of Naples for Lowdermilk Park. STRUCTURES Naples Pier (90096) Funding within this project is programmed for reimbursement to the City of Naples for repairs and maintenance of the Naples Pier provided by City resources. ADMINISTRATION Administration (90020) Funding within this project is programmed for reimbursement to general fund 185 from TDC fund 195 for administrative costs related to TDC eligible activities. 165 Page 175 of 214 APPENDIX I CONTENTS: • COUNTYWIDE PERMANENT POPULATION ESTIMATES AND PRO-JECTIONS • COUNTY PERMANENT POPULATION ESTIMATES AND PROJECTIONS BY PLANNING COMMUNITY (APRIL 1ST) • COUNTYWIDE PEAK SEASON POPULATION ESTIMATES AND PROJECTIONS • COUNTY WATER AND SEWER DISTRICTS POPULATION ESTI- MATES AND PROJECTIONS — FULL DISTRICTS & AREAS SERVE • TABLES — IMPACT FEE FUND AND DEBT SERVICE EXPENSE Collier County 2024 Annual Update and Inventory Report on Public Facilities I .. Page 176 of 214 C 2 ta0 M N O N N W a O M 0 tD M N N N N W a N M N n n O M N m N N M N N V P, r o oD m m � m o M n n O N O oc r n 0) M W O M W of n OI OD M T N M N tD W W V W Of Of � OI IO M N N N N h M OI N W i+l N n OO V NOD n n O OD O V �O M M N V r N W 00 O CI oD N W tM0 � N N N N r M N O N r M m r tNO W N M 001 W t�0 N MV N N O N r M N N N O f0 oD f0 f0 V r r N h h � tM0 A M A M A"I n N n O N n N n M N N M o 4O 7 O V A tND N N N N n M N N N N yy V r O N O O N V t�0 N N INO M N N N N 1� M NNN N0 YOIV N W O N 10 O) N, N r V O M N N M M r O N N N N LC V N O oo Ol M n M t0 N N i0 n W V t0 N N N n m A N M N N M tNO N t0 V N N O N t00 M N N N N INO o Io N ONE o ' N o r N N o r V' o i+i N b a N N N N tN0 M N N 4J O M OD O m O N h"I N' N O t0 O W T W N n n n t0 V N t0 N t0 Of W r t00 tN0 W N �_ r r O T fp M N N N V V N tp N V N A N N N N_ b N_ I'! n N V N N tN0 fpM M N N O N V V N tp N V N W N N N N a O) O n N N m N r 0 O t0 M O M N V O) N V M Ol N N M N t0 N N N n M N N V N N m OI O r N M M n N N N y N N N M O n N N a r VV N v v N M N N N N N N' M N n n N tD w V M ro e A m m N � a N N o m n� S m N M N N V N N N N N I N V W o Obi N 0 W Q O O N N T N N N N O n V O t00 W M ONE tNO n% N r N N M N _ w E Z m W 2 C W J C y d iy<iw���� O o � Y O `o Em O t7 E Z N U W a 7 w d' U_ OUO N O a � m of r r� v co9 � N M V T N V V W n m V a OI a O e c LR N O N V � A n V N R V m N oc � V A N N O M t0 N N M N N - V CD 00 O Ol N N O W N W N V O1 - N N V V a0 Of OD C M O O t0 M V N? N V a N OI a0 � V O1 b QI q M t0 V t0 N O1 O N N M b b t0 O O W V eS N N b Oa 2 A N N e A V O n OOf O Pi m " N M V h � N N 0 O M V .1 r A A M M IV ❑ � O .9 ji _ - r' 3 c E � O1 c a. 6 .e O llw b _ N r 2 M U a •`D o c _ v M n V M a o • a lz t0 a0 O �O W O y E M MN ^ W N m M W W V v v E t0 m b 0i M m E 2 NNO N N i0 N _ C 'a 3 ''b' ` = 4 N Im M � a d C F f a n a U ry 6 TT� t� 3 T E S v U Z- [ C N q � N N � o �' � V U s a .Oa• O_ y i S o b a u 0 00 o 0 a 0 N O a V rn v N � / § \ 11 § | Q O L Y >O 7 m V N O N C) C O a C) N (0 M N O O O O O O O O N O O O O O O O O O LL O LOO O M O O LL R N LOO O COO rl ooc Cl N FI M 0 M � M M N FI co O O CO L O W LL I"II II III LL M�-`O1(D M IM N, co CD OOO N co (O W w CO LO M } N U- N C O 000 d 0 0 coN y M If LL o N� a o N Mco a 0 0 0 I- N M O � d OI,- LO N d CO cc N U. O a NI (h N r": 1p to w M LO I- N V V co N LL O a` R 7 c d 0 0 0 Lfl 0 O LOO O N co U.. N M F NIA o N OOO N? O V O O CO O co ` 0 -ItM N OLO N N M LL 7 V Q 00 0 0 0 NI a O Ln Ln M N I CO LL M M O CD O co 00 CD M O O O O O CD O O O O O O O O O CD O NI c0 o co o O O O O O CO O CO n N M_- a cn w 0 0 0 n O o) _- N U y00000 } N CO N LL M N a NIo o CO o a 0000 o (0 0 rn h N c V 7 CO ^ OD �0+ N y LO � O (O Ih 0 N LO } U- OOON M 7 0 a 0o N! NI M o W o a CD O CD o ao o rn � N V O M d M N o M N d v M 0 Ltp M-ItLL co a I- Nf NI O o 00 o a O O o 0 000aoln N 7 7 �lia CO w W N O cc N t,1 CM V _' O CD LOO V } d f` � 0 LL O ao r N N O o M o O O CD O O N IO M R N V LO LO LO Ln co 0 0 co I., O Oi -It N l0 (0 M O M V 7 LL d co co N (O F N LO NlCD o (N o jp0000 o n N V N N n O V O O O O M r O M c0 CO O M N O n N LL N LL M r.Cf to M 7 V Q N"Oil V o o0o0 OV MV NaMPl-�O(O LL a CO co O LO nNa� � r O M �Ld Q � E @ LL O CL Y Z w Q O @ 0 C � % Y O N @ E C d c E 3 0 on a� o U a Y m 4 0 O L O a C U @ Y M o mN LL d c U C .N. C� c = m o Ur C9 E >, .N O o m Cs n f6 T E N ca a @ d ' a O O @ rn m N d O E N'coC) N oN y N N L N E X w NN i 2 LL a C Y (C d y o@ r °'L)) ON u T a s� � O N U � CD> N x w@ to V Z C N @ s Q t c -OO = L`0 4 0 0 a N y L N (n N O@ J £ I E m a m N C O m v m E m .>. C. 0 0 C. = c 0 'c aO7i (D �Sm o aU a)-p 0LLN o o 0 IL 0 (L (L U � N (0 O O O coo O O O O o O coo o Co M 0 oc 00 0 0 0 C:> O O O O M M M O N Cl) LOL) M N M N N 0 N O O O O O _N a @ O Q LO N � O N l0 V) m M M h n O O 00 V NI LO LO M O O 00 0 M LL ai O 0 0 O co N V Cl) 000 W 0 LO CO M LMO N M O� M 000 M 00 V M N 1- M O� M 000 M 00 V M N O II I II I @ II j Q O E @ C C E w N N O T 0 T @ N @ C) @ N a .. Y. Q E o 3 O, �a Lao : L a 2 U 2 0 p M M .O p O N 0 0 0 N. 0 w U o o U E w� p� p aaE i C C 7 L N N Z CO Z @ 0 W >' (7 @ 7 @ a U (,D C N Q (� d o f m m yl,ll Co m a.) OZ O ow N O N d d N X Ly U `n in U N N 00 w@ Ow 3 j co OpN O p 2' 0 Ca M. cc O D U Y@ cnmajQJNNL= N@04 C M C) @ F > N O) 16 lT m 0 , I O Q' C m IN m m aol N N N H u' a 0 Y >O a 7 m N N O N 7 C O a co m no N O O 0 0 LL .ml C 0 N N F 7 coN 0 >- N co LL NI,00CO OOO 0 0, N O O N I\ LO N O LL O a` Roo o a oOO N D V co O O p o N - Ln � LL O V a` NI M o 0 0 O ? 7 r coO M NCd 1-1 r.:luco - 7 N to o a o00 N V V f0 O oo c4 O D N t1 U.O V a` NI co o N 0 0 O oLo > 00 00 p m N 16 In h 7 Lo LLL N N F NI�o y OOO oN ^ ^ U 0 0 0 O l39 Cfl (3) LO 7 N O h N LO LL LL 7 t1 Q o00 Aw^ a M N Y O O O r-(6 LLLL a V N Q 00010 O O O 10 3 0 m Z p N J O O cn i y a 2 U m m -O V M o' O N N W a '0 0U d w m N U m a) a) LL m N U L O C C7 = T V CL N C N U m a) N U a7 K C C U o a) V m c a ° ° .cc aNi E w ,O 'S 'o 0 E _ Y 7 C Li E U ; Cn U) d a) co c o a > m N O Cn (n N W W C) c m H a W W 0 O O O O O LO N N C) r LO N O O O O O O l0 co co Il- !� c0 O O 0 CD CD ,It Oco m L6 lM 1- U co LL a � c E m — C 0 cn � w TD Np N m -O N m M L O O a) CCD, U U N 2)m O O a� (n co c c E E E E N L1J co N L1J T N N Q m C d O X O U U 4) O v d V a O p Cn c � � c `m m o -o mo N m CION Q m N a) O N c_ G C) N N LL H N O O O O LL .m+l It O M N LO co co N ~ O N O } V Ln LL NICD o O O G N T co co N l0 uN'' N •o O LL O a 0 o a co a N tc V a0 O oc Ui W o N t1 O D LL O rn a` M o NIco OO? o 7rco co M NLo 1.0-01 u— m o a N V V cp N D O cD cl N t1 c,.) Ld Lo LLo a) a` NI co o N 0 co 0 7 � co 00 ccD o p cn N m O 19 N LL= F NI a) y OOO o^ ^ N U 0 0 0 O co O D; — ` O Ld V 7 a 0 N O Cn i, 7 t1 Q oOo a o co NAcoo MN co Y i O c0 O O Ld r LLLL a O N Q M O O 00 O co O O O O O N O O 00 O N O O 00 O N O O II I m a J O N X L co m J E E iy CD cm M a) O 0,- to a M U a -C c c o E c°) d Z cn > cc LL a o C m N C a J lL CL m 0 U w U m N U L U)c W o Z C m Q CL c 1 Lj m � u U 0 O a) 0 a a � m 0 a) y m Y 7 C cu Co _ o a > a m m = 0 o m pN 0 CiJ U w Cm ON N m d CM 0 0 0 O O O >- 00 00 c LL wl0 C M N Cn O CN In n N � co F O O l0 LL coO co ofO O O CD d COO o OM r T N M N uNj y LL N N co O N a a c o o p ID v N y co o O N C7 O Cn M INn >- O O N O L d ri c\ a O O O CDI` Nv v m coo o o- co N V _ � } � N N O LL OL O a M N Na v a m o000 ono v CO N C7 (V ' N LL O O W d co N CO o N 0 0 0 0 0 N 7 In L> cD o o 00 N rn cm N lC O In O N LL o N O � M co ofW N r N 0 0 0 o o 0 0 O O w r V O O IT cc N O Cn co co7 N O O co coo > LL LL co cn V Q R7 I-- a O o c 00 00 00 V 0 c W N co co N 'O-' O Cn co co LL a O N oo cn M N Q co - cn /n m m fA LL _W U CL J E Q /n LL d J H L Z LL O W w .� Z o 0 N O W E a- w > C O > i c� J C7 0 0 L 5 W v T a c w (1) a CL f7 a U O O 0 0 O W ON o O co Cl0 CO N CO O) N coo 0 0 O CD CD V D In V M O M cO O n U r- oc co co - CO O o O c c O O N M n lLo V I� Cl) O O O O O O c In c In c0 m In rl h Cl) O O c o O O co Cl) N In N Il Cl) O O O O O O O MN rl O) h Cl) co LO O N h N � O O O o O O O I- Cl) O CO N I- r) In O N I` a 0 o c o O O O r- rl O CO N r- (Y) In N II N 15 ICI O M_ N N LL LL C1 E a U U O W N W n LL N TN NpU U ^f6 CT (6 O N (n w CO d CL W -p co O N ca •• (6 U (6 -Q E U 3 'p p 0 � CD M U LL N 7 >�> LL> (6 m y U 0 g N N p C C X m CCU d w c a� c m �22 -8) C E Z c 7 V N O C mU y —U >QZ O Q co C7 U m C N LL E E co O O m Oy U waXii w Lj 4R U m2iCC0 O -0 a o o oLL O O -Oa N CC CC NOCw m N Q m (6 O2N Co > CL d p M tT Q UN COO N of N LL cr £ i J m O N N ON ON H 4* Q 0 L Y >O D m V N O N a> c 0 a a> 0 @ m O O O O O O O O N O O O O O O O O O }O O CD CDO O O CD} O O O O O O O 0 U.+O+ M LO V N V V N LL R r O 'I (D CO LO Ln M LO V r— to O +r m 0 N (O O M g f-- N~ N O n 0 000 LM M N F O co O co (OD_ 7 CO d) } d) M N LO 00 LLO) rn N (O C 0 0 0 O 0 0 0 0 O m Ln N '00) h o O O O O 0 0 0 0 O O CO N M 7 ' O 0 0 0 0 0 0 0 O 0 OD CD N M lc,- n M M a 0 0 O 0 0 0 O d co O co N r N N O N V m C,4 N V N O M (D co O 00 N r 00 N 6> (O CO 7 N� O O LO } 0) 07' 7 7 } O O U.D O> 0 LL D (OD (ODM 7 a CO a N N N NI CD c a c o o 0 O O 0 N OD 0) o a 000 0 Coco 0 o(Oo N a7 a W ++ o0 (D I-- o M 0 0 1- 0 00 ornd N 7 coM OD r> 00 0+ o0 O o O O LO M o CO N N y t'9 O � co h r CO n N y m co h O O M O OO LO U. W COD V •O LL m m 0 C NI co o a O O O O O O O N co Ih o a O O O O O O O O N v_ 't P d O O I� O V O O Ln O (O CDn o 00 N O co CD 7 M ti d 'ITO 'IT O� t9 co M N 0 O O 'D (O N N d N O O O O o } LL O Ln 00 0 00 co a In Ln LLO In Cn r Cn LO M (D m f� NI to a c o o 0 O O O N v LO m= a 000 O 0 co o 0 0 0 N V 7 (p ++ o 0 N Il- o m o_ o � o co 0 0o co N r co (o � M d to •+ o o O O o O O O C O_ o O> p N y O O LO (D 7 O (Op ID N 0 m co V Ln M m LO LL O CND CMD M LQ LL O m m coN r NI (O o of O O O O O O O O N M N O o O 0 0 0 0 O O O O O N 7 Ln LO O O O O) N Ln M m Ln u7 � 0 0 O O O Cq R v O O LO (D 4- 00N LIT N l0 v O O N V O V O f� } LLN 00 — cq cco � M In � � LL � CD 0> � N M 7 � H M M LO N l rn y O O O O O O O O N( V M, o N 0000 O O co 0 O n N N n @ O CD CD O O O O 0(C N m co N N o r- @ O O O O O O O O V of O Ln M O I� V aD o coL` M 00 V O Ln f� O O N V 00 00 N 66 o MCD N N� (( N N 0 0N Cl) Cl) W V r LL � Ci LL ` m Ci Ln 3 3 u � Q Q NIco 0000 O O O O N M a7 rn o ro a o0 0 0 0 0 o O L` I v a o000 0 0 00 0 N V co00 N O O O co f, co O (D fl- C N O co v a w N Q o— f-- O CD M 00 V O 00 N O O O M LL L N LL a O Nr OD CO r a a I� C) N V a a co v 7 N N m N a) a) W LL U U v M v E CM,c c c c c 0 0 0 0 N p LL O O E N N w a> d LL U l27 w N m W a> N �M.. "' 'O 'a @ @ @ @ N LL "@' 'a 'O CT0 N O_ D_ Q O_ O_ a) a�i U 3 N aXi coi aXi coi a> om co 3 m (_o> (i o a> r WCL = r a D w = U m J 4 c 0 w 0. 0 0 @ a @ a a> Q= LL- a c o '� a> 10 O a a a> E E V N m 0 U a> Z Z 00 >, aj �e = 7 0 y W (n W >m` >, 01 a o U@ c (� (� a Z LL °> m o o U@ C (� D a J .O y m O m O O _ C co 0 p m O CD U LL '� N x W _U Z LNC Q '� y x W C _U N Z Z p of ) U a@ w m u o ° a> (A U E y n- b CO U@ m o n w a> (n N U a a 0 O U w U _u •� 0 0 V O > O N LL l=L O> 0 0 0 0 w O N N N E 0 0 0 0 0 0 Q 16 C 1) 0 W a> 0 U 1~� .. N m y Q W O 7 C (,) N C ,, N_ m N Q@ a. n 0 Co 0 N Qa) @ �N�N� N a> N@ @ �i (> rn a (D @� C C ry am @ 07 =NQ' N (DO N NLL C (0 p 0 p d (D 0ED Q� aJ a) m a U(i U GN N H D LU $ W CJm GN NN H 175 Page 185 of 214 N = 3 V Lf) O U O U T O Q `~ 0" N N Ln CO T L) a w 41 O 0 — O E n3 `m L -p O c_ C O > c Ln (� O a) C a) f6 C N T p (6 O E T O co M a)Q. OY L +. (n +o 00 N 'ItLO LO 00 0 C O O TO N CO N _ 4) LO N O (6 Q— J O (0 a) M a U N vi C = Q Y f6 C "a M C co CM OcoO O O N N Y ui .O am CD LO 00 M U U a 00 o NLo = N U L) U cC6 U) p U 70 C v) Y L M N C C .O O O O O U N C C OM M (n ` p' Y -O Q Q L O 3= C� N N L O UUi a) u) .� M a p n N Ln�r oo O) m a �' O o o E ~ 0 N -p Lp -O p C U a) (n O M U N O '— ;co -- `L° ° a) n3 E .� o a) �, w' L ('') a) m >, a) � � 7 O C U L i CDO � 0� � c OU N M co � (6 U C O (i C N a U O j E >M N a) 0 N M J T O C� X O a) O aU O Ma —w O Co a '5 m C �' — — o m L O T U CL i 041 N co O C N pi a) 0) d 7 C N O) N 00 T O) �En a T LO a) M.` M 0 = N N �+=z C (U6 O p U M a) J cn (0 U U a) CL N C) Q U O M U OCL) EnCL V o ( Na)O Lo _p Co ^C W N cn (6 w a3 C U U O Oa) O M `n o C OOOO U Co 7 � a) C a) O Oo U L a) v C E O _.. (6 � C .r O O O 7 O U n O o C _ C C L 0 O L U L -0 O° a) U Y ( C co E E L OM in c _ ' O O o O o O O O O C a) Q a) O a3 cn M a) . N O U CU U U Y N O O O m O > O U O U > U U O C 3LO CO V a) a) .N a) m U L p O U m U p U U O C O Z �i .L � "p M C U Z U C C CLo N .0 (D C5 E Co c N O a) (6 U CD C Q N v O _ r+ _ O U _ • LL C R � N +r LL m M � O d* O N O O O (D U = O N O N y R a U — U T v avi to v U Q t) O Q ii v 3 O a�i R U- U O L D 3 °' m O cc � a ca t = - rn LL 4 I.S CL N O O 0) m CL 1 ■III ►i I u i m I � 0 � i 0 u sel!w I!e,LsRem4led esn!]InW (a bs)Rlll!aed uoneanaa,00pel _ sl,noo p,eH 1tl1O1 %—o Ilegl-Mold sl,noo p,eogeL4n4g sl,noo e000a (Ilegehlold l = Ileglanboea l) Wnoo IlegalV!d /Ileglenboea sl,na0 peglenboeg sl,noo Ileglajse9 (IlegelHo!d Z = s!uual l) sl,noo IlegelMD!d/s!uual (Ilegell-!d E = s!uuel l) synod Ilegelho!d/s!uual syno0 s!—j selald onal4]V 1V101 splald an6ea-I alyll spla!j IlegUoS sple!d Ilegeseg assoioej/I legloo j/ja000g sple!j asnlllnW swlod sseoay ,eleM eado ltl1O1 soue1 dweb leog oune-jless9A pazl,olowuoN slulod ss833V 6w4s! j slulod saooy 4oeag eBee,ay aM8sald=d'I0040S=S 'po04,og46!aN=N ',(l!unwwo3=3 yeuo!5aa=7j odAl ` z z _ E L- 2 sq E 0 a sq _ U W � J O U (sal!w) sl!eJl/s�Cemgled asnlllnW o 0 0 (11 C 0 bs) f4!1!oed uogeajoaa joopul o 0 spnop pJeH WiOl Rd 0 0 0 0 spnop Ileglallo!d spnop pleogalgngS spnop a000g (Ilegal 0!d l = Ileglanboea l) spnop Ilegallold /Ileglenboea spnop lleglanboey spnop llegleNseg rn 04 (IlegalMo!d Z = sluual M 00 l) spno0 Ilegallo!d/sluual rl N O th O N (IlegalMold £ = sluual N 01 l) spnop Ilegallo!d/sluual s � 3 3 splnop sluua O N � �y O N ly N sPla!d o!lalglV lVlol u) V 0 0 0 N splald an6eal elp-I y Z u iL splald IIeg1JoS 1O LZ O O m splald llegase8 R N cyi N Q) � (ja000S/Ileglood) a splald asnlllnW y G G _R 4 _R d slulod 0 0 0 0 0 0 ssaooV jaleM uedo IVioi 0 3 p sauel dwea leog O U U _d L d O ABABN +g aoueo / p () gounellassan pazpolowuoN U G' d' 6 slu!od ssaooV u!ys!d a a N N O O N slulod saooy yoeag N seoedS buiAjed goeag jaluap ogenbV ale(] 6uluado paledloguV 14 M a a 0 a a a A _d E E d E LL a o o U U o U (i: o o o C y y y m d C 0 0 U U o U ale(] 6uluado peledlopuV oa Ti, M m N M M M O O l0 rn In N m N Ill N rq m O O O ri O M 0 0 0 O N N ro v to ra L V f0 G1 f0 N v_ a E Q c ru H 0 ar u u Q 0) Il r-I N M M Il 00 O r-I l0 M 0) 00 ri N I- l0 O N 00 N M Ill l0 I- 41 O I, O ri O ri O N 0 0�t O ri l0 � N N H O N CG1 L I-, u1 O l0 u1 u1 O N O -zt l0 M M l0 u1 m 00 M ri O 00 l0 N l0 ri l0 u1 Lr 00 O O M lz: `: r-I O l0 l0 M N I� ri M M M ri M ri r-I M m (n N i m ri N ri ri O a w L J l0 O -:t O ri 00 O u1 M `� 00 l0 � O O 01 l0 l0 O I- M M 00 0 i l0 l0 u1 O I- 00 N r-I u1 O 00 M r-I O I, r, l0 00 N 00 I, M ri ri O l0 ri N O ri Ol l0 N l0 O Ill I� O l0 N N ri M 0)N ri l0 41 r-I Lf1 I� Lfl ri Ol M Ln 00 M M l0 N O N .... m ri N ri N m r-I N ri 00 L a 3 u M OJ QC4 o en M i N LL cn Q L v � i m > j n > N L N d 7 i (6 N 4J > i Y U L i Fu ; Q v v v w a Qi O L 4J 0_ ; (A E Qi U C7 C7 0_ t CJ N o m bA '� N Q "O Y vUi o_ ci -0 = = = = OO cc� cn N LL O_ S L O_ 7 � l6 � G (n Y OJ L > U E = ca O O Y N l0 O + c0 a O c�0 c O 2 U U Q in — O= [0 C a co >O v OU GJ t0 U t O -6 i t O In L > N 4J > U L OU C CL N 4J E i l6 i— m O O O m— m 0_ L aJ ? c0 O U cM ca v a Q U U M LL 0 J � or 2 H N O d7 N 00 0) M CL uw 3� u t. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . ............... ........... ..... . . . . . . 0 0 0 0 0 0 0 0 0 0 0 mmm n o w Inmmm o m 2 A a n o o m N o o m m 2 2 W N o N £ A o. o = Anticipated Opening Date Baseball Fields Basketball Courts / Indoor and Outdoor Bch Parking Spaces Bike / Walk / Hike Trails BMX Tracks Bocce Campgrounds Canoe / Kayak Launch Community / Recreation Center Concession Building Dog Parks ing / Catch and Release hing / Dock / Pier Fitness Centers Fitness Pavilion Fitness- Outdoor NFC pad Food Truck Pavilion Gymnasium Horseshoes Little League Fields Market Building Marinas Multipurpose Facility Multiuse Fields Nature / Cultural / Historical Centers Pickleball Courts Picnic Pavilions Playgrounds Racquetball Courts Racquetball/Pickleball Courts (1 Raquet = 1 Pickle) Roller Hockey (Inline skate) Rinks Senior Centers Shuffleboard Skate Park Soccer / Football Fields Softball Fields Splash Parks Stadium Stage Swimming / Aquatic Center Tennis Courts Tennis/Pickleball Courts (1 Tennis = 3 Pickle) Tennis/Pickleball Courts (1 Tennis = 2 Pickle) Ticket Booth Track / Running Volleyball Courts Water Park Welcome Center Page 195 of 214 O O O r-I M Cn l0 r- 01 O� 00 O O 01 N r-� M LPL O O O N -Zt 00 00 N c I N Ln 01 N 01 LI) rn O M I- LL V} V} V? V} V} V} V} O O 0 r-I L0 ' Ln I� PIi O O r- Ln N N O rn Il LL r-I V} V} V? V- V? V} V} O O O 0 r-I 01 l0 l0 ZF c I O w N O Ict Ln LL r-I V'� 410- 0 +n V)- V)- 4.1n 0 0 0 o 0 O 0 00 O O 0 Ln o 0 o L r o LD O N O 0 0 N Ln n O r -I N 01 Ol O RZ 01 M L ri LL V} V� V? 0 V? V? Vi V} 0 0 0 0 0 0 o 00 a) o m m w Om O rr-I Ln Ln Ln m N I� r- O r- ri LL U1 Ln r-I Ln L n V} V)- V? V} V? V} V} 01 L a+ O 0� C yq � u � a 0 i Q N Li QJ 0) A GC p[ t m !Z !Z m as w 0 O cc BEACH PARKING PERMITS RESIDENT ISSUED 2022 CENTRAL AVE LIBRARY ELCP ENCP EVERGLADES CITY FREEDOM PARK GGCC IMCP MARCO LIBRARY MHCP NCRP NORTH COLLIER SERVICE CENTER TAX COLLECTOR VTCP VYCP TOTAL FY 22 Q1 I FY 22 Q2 FY 22 Q3 I FY 22 Q4 FY 22 YE 2,510 3,450 2,955 1,933 10,848 2,234 2,528 1,835 1,345 7,942 2,887 4,146 2,026 1,146 10,205 72 59 98 70 299 456 458 600 659 2,173 3,552 4,515 4,560 3,615 16,242 110 218 286 235 849 1,787 2,480 2,471 1,252 7,990 900 1,452 1,534 1,488 5,374 1,954 5,560 1,954 1,489 10,957 8,455 7,379 8,947 7,989 32,770 5,654 4,145 5,289 4,523 19,611 4,487 6,002 4,237 2,938 17,664 1,553 2,330 1,952 1,319 7,154 36,611 44,722 38,744 30,001 150,078 BEACH PARKING PERMITS RESIDENT ISSUED 2023 BCIRP CENTRAL AVE LIBRARY ELCP ENCP EVERGLADES CITY FREEDOM PARK GGCC IMCP MARCO LIBRARY MHCP NCRP NORTH COLLIER SERVICE CENTER TAX COLLECTOR VTCP VYCP TOTAL FY 23 Q1 FY 23 Q2 FY 23 Q3 FY 23 Q4 FY 23 YE 5 322 122 132 581 1539 3655 2846 1830 9,870 3412 3873 2467 1516 11,268 2072 3918 1462 275 7,727 58 81 75 56 270 304 671 527 442 1,944 3013 4274 5010 3621 15,918 156 247 329 203 935 1468 2234 1647 1357 6,706 601 1447 1925 1434 5,407 1347 2928 2073 1375 7,723 5155 8142 8576 8147 30,020 4540 6008 5767 6431 22,746 2391 5665 4566 2713 15,335 922 2324 2113 1329 6,688 26,983 45,789 39,505 30,729 143,138 BEACH PARKING PERMITS RESIDENT ISSUED 2024 BCIRP CENTRAL AVE LIBRARY ELCP ENCP EVERGLADES CITY FREEDOM PARK GGCC IMCP MARCO LIBRARY MHCP NCRP NORTH COLLIER SERVICE CENTER TAX COLLECTOR VTCP VYCP TOTAL FY 24 Q1 FY 24 Q2 FY 24 Q3 FY 24 Q4 FY 24 YE 98 150 251 - 499 2213 2606 3108 - 7,927 7307 4016 2296 - 13,619 1223 1471 817 - 3,511 84 86 96 - 266 435 610 615 - 1,660 3015 4353 4859 - 12,227 194 302 327 - 823 1608 2333 1758 - 5,699 806 1427 1539 - 3,772 1928 2887 2229 - 7,044 6571 8049 8529 - 23,149 5452 5663 5662 - 16,777 3712 5415 4184 - 13,311 1544 2604 2115 - 6,263 36,190 41,972 38,385 116,547 187 Page 197 of 214 Beach Users FY22 BAREFOOT ACCESS BAREFOOT PRESERVE CLAM PASS CONNER PARK SO MARCO N GULF SHORE SUGDEN TIGERTAIL VANDERBILT Walkers/Bike Visitors TOTAL BEACH USERS Beach Users FY23 BAREFOOT ACCESS BAREFOOT PRESERVE CLAM PASS CONNER PARK SO MARCO N GULF SHORE SUGDEN TIGERTAIL VANDERBILT Walkers/Bike Visitors TOTAL BEACH USERS BAREFOOT ACCESS BAREFOOT PRESERVE CLAM PASS CONNER PARK SO MARCO N GULF SHORE SUGDEN TIGERTAIL VANDERBILT Walkers/Bike Visitors IIle] l/_Tm:3mr_TaClIb9:1C Q1 Q2 Q3 Q4 FY22 YE 16,091 28,076 20,352 17,069 81,588 57,686 105,857 84,540 54,919 303,002 21,391 40,385 27,660 26,136 115,572 5,498 12,768 5,110 8,870 32,246 21,974 20,759 25,579 25,745 94,057 7,557 7,860 8,470 9,727 33,614 11,510 8,117 13,608 7,380 40,615 26,656 48,283 44,986 27,367 147,292 65,059 119,666 89,496 78,744 352,965 13,674 28,307 11,644 9,579 63,204 247,096 420,079 331,444 265,537 1,264,156 Q1 Q2 Q3 Q4 FY23 YE 1,118 3,674 1,423 900 7,116 3,050 9,271 6,154 10,368 28,843 0 432 2,806 2,102 5,340 523 14,074 13,342 15,218 43,157 5,412 11,095 10,778 6,960 34,246 4,445 10,358 10,466 8,117 33,386 4,860 6,979 5,150 3,790 20,779 19,409 55,884 50,119 43,666 169,078 0 0 0 0 - 0 0 0 0 - 38,818 111,768 100,238 91,121 341,945 Beach Users FY24 Q1 Q2 Q3 Q4 FY24 YE 15,797 25,378 17,453 0 58,627 11,981 42,986 24,696 0 79,663 39,391 63,557 22,402 0 125,350 9,149 25,440 11,990 0 46,579 18,871 24,756 15,590 0 59,218 7,380 8,328 7,522 0 23,230 10,997 11,611 8,753 0 31,361 27,938 44,640 23,014 0 95,592 51,691 95,549 37,951 0 185,191 17,087 36,948 12,435 0 66,470 210,282 379,193 181,805 0 771,280 188 Page 198 of 214 Boat Launch Users FY22 Q1 Q2 Q3 Q4 FY22 YE Ann Olesky/LAKE TRAFFORD 1,877 2,062 1,325 881 6,144 BAYVIEW 13,331 14,414 6,823 10,613 45,181 CAXAMBAS 16,534 18,367 19,034 17,016 70,951 Coco 14,349 8,689 9,019 10,447 42,505 GOODLAND BOAT PARK 9,195 10,818 7,896 7,483 35,392 SR 951 7,704 8,720 9,713 8,004 34,140 PORT OF THE ISLANDS 6,648 4,891 5,422 3,626 20,587 TOTAL BOAT LAUNCH 69,638 67,960 59,232 54,444 T 254,901 Boat Launch Users FY23 Q1 Q2 Q3 Q4 FY23 YE Ann Olesky/LAKE TRAFFORD 4,215 6,682 3,575 5,478 19,950 BAYVIEW 13,130 17,410 12,526 13,584 56,650 CAXAMBAS 14 3 15 9 41 Coco 232 306 953 640 2,131 GOODLAND BOAT PARK 2,376 2,205 1,294 1,323 7,198 SR 951 170 231 151 331 883 PORT OF THE ISLANDS 4 141 65 221 431 TOTAL BOAT LAUNCH 2O,141 26,978 18,579 21,365 87,284 Boat Launch Users FY24 Q1 Q2 Q3 Q4 FY24 YE Ann Olesky/LAKE TRAFFORD 236 757 69 0 1,062 BAYVIEW 2,019 2,171 1,159 0 5,349 CAXAMBAS 0 - COCO 3,004 2,945 1,994 0 7,943 GOODLAND BOAT PARK 1,429 1,926 1,330 0 4,685 SR 951 2,500 3,391 1,646 0 7,537 PORT OF THE ISLANDS 546 1,000 270 0 1,816 TOTAL BOAT LAUNCH 9,734 12,190 6,468 0 28,392 189 Page 199 of 214 BAREFOOT ACCESS BAREFOOT PRESERVE CLAM PASS CONNER PARK SO MARCO N GULF SHORE SUGDEN TIGERTAIL VANDERBILT TOTAL DAYS AT CAPACITY Days at Capacity FY 22 Days at Capacity FY 23 BAREFOOT ACCESS BAREFOOT PRESERVE CLAM PASS CONNER PARK SO MARCO N GULF SHORE SUGDEN TIGERTAIL VANDERBILT TOTAL DAYS AT CAPACITY Q1 Q2 Q3 Q4 FY23 YE - 17 78 1 96 - 21 22 3 46 - - 1 3 4 32 78 65 39 214 - 12 15 3 30 2 6 2 1 11 4 34 10 - 48 38 168 193 50 449 Days at Capacity FY 24 BAREFOOT ACCESS BAREFOOT PRESERVE CLAM PASS CONNER PARK SO MARCO N GULF SHORE SUGDEN TIGERTAIL VANDERBILT TOTAL DAYS AT CAPACITY 190 Page 200 of 214 Ranger Information FY22 Q1 Q2 Q3 Q4 FY22 YE PARK SITES VISITED 6,115 6,008 5,895 6,164 24,182 PERSONAL CONTACTS 22,337 27,122 23,278 15,581 88,318 INTERPRETIVE PROJECTS 1 17 8 4 30 INTERPRETIVE PARTICIPANTS 3 200 56 18 277 VERBAL WARNINGS 2,630 4,407 3,080 2,507 12,624 WRITTEN WARNINGS 727 1,031 608 235 2,601 PARKING CITATIONS 235 211 336 113 895 ORIDNANCE CITATIONS 1 2 60 - 63 TRESPASS WARNINGS 3 1 - - 4 COURT APPEARANCES 4 - - - 4 RANGER BIKE HOURS 10 - - 2 12 EXOTIC REMOVAL 2 - - - 2 WILDLIFE RESCUES 5 1 - I - - 1 5 Ranger Information FY23 Q1 Q2 Q3 Q4 FY23 YE PARK SITES VISITED 4,215 6,682 3,575 5,478 19,950 PERSONAL CONTACTS 13,130 17,410 12,526 13,584 56,650 INTERPRETIVE PROJECTS 14 3 15 9 41 INTERPRETIVE PARTICIPANTS 232 306 953 640 2,131 VERBAL WARNINGS 2,376 2,205 1,294 1,323 7,198 WRITTEN WARNINGS 170 231 151 331 883 PARKING CITATIONS 4 141 65 221 431 ORIDNANCE CITATIONS 2 - - - 2 TRESPASS WARNINGS - - - - - COURT APPEARANCES - 1 - - 1 RANGER BIKE HOURS - - - - - EXOTIC REMOVAL - - - - - WILDLIFE RESCUES - I - I - I - I - Ranger Information FY24 Q1 Q2 Q3 Q4 FY24 YE PARK SITES VISITED 7,321 6,316 3,564 - 17,201 PERSONAL CONTACTS 19,733 23,594 17,400 - 60,727 INTERPRETIVE PROJECTS - - - - - INTERPRETIVE PARTICIPANTS - - - - - VERBAL WARNINGS 1,786 2,771 2,225 - 6,782 WRITTEN WARNINGS 304 309 155 - 768 PARKING CITATIONS 179 208 149 - 536 ORIDNANCE CITATIONS - - - - - TRESPASS WARNINGS - - - - - COURT APPEARANCES - - - - - RANGER BIKE HOURS - - - - - EXOTIC REMOVAL - - - - - WILDLIFE RESCUES - - - - - im Page 201 of 214 BAREFOOT BCH PRESERVE CLAM PASS PARK TIGERTAIL BEACH VANDERBILT BEACH TOTAL TURNAROUNDS BAREFOOT BCH PRESERVE CLAM PASS PARK TIGERTAIL BEACH VANDERBILT BEACH TOTAL TURNAROUNDS BAREFOOT BCH PRESERVE CLAM PASS PARK TIGERTAIL BEACH VANDERBILT BEACH TOTAL TURNAROUNDS TurnaroundsFY22 Q1 Q2 Q3 Q4 FY22 YE 1,108 2,136 1,160 695 5,099 350 571 269 311 1,501 982 967 954 559 3,462 583 504 444 - 1,531 3,023 4,178 2,827 1,565 11,593 TurnaroundsFY23 Q1 Q2 Q3 Q4 FY23 YE - 3,420 1,209 1,285 5,914 834 996 702 880 3,412 97 448 218 - 763 931 4,864 2,129 2,165 10,089 TurnaroundsFY24 Q1 Q2 Q3 Q4 FY24 YE 619 1,979 1,006 - 3,604 1,312 1,804 955 - 4,071 997 938 806 - 7,675 2,928 4,721 2,767 - 15,350 192 Page 202 of 214 FY 22 Q1 FY 22 Q2 FY 22 Q3 FY 22 Q4 Aaron Lutz M Barefoot Beach 3 4 7 6Bayview Park - - - - Big Corkscrew Island Regional Athletics 226 215 366 634 1,441 BCIRP - Big Corkscrew Island Community Center - 31 150 154 335 Caxambas Park - - - - Clam Pass 5 8 9 3 25 Cocohatchee River Park 6 7 10 1 24 Corkscrew Middle & Elem School 53 84 79 20 236 Cypress Palm Middle School - - - - - Eagle Lakes Community Park 280 373 310 281 1,244 East Naples Community Park 120 236 109 76 541 East Naples Middle School - - - - - Eden Park Freedom Park 8 1 3 12 Golden Gate Aquatic and Fitness - - - - - Golden Gate Community Center 245 358 277 314 1,194 Golden Gate Communuity Park 368 448 402 532 1,750 Golden Gate Middle School - - - - - Goodland Boat Park 2 2 Gulf Coast Community Park Gulf Coast High School - Immokalee Airport Park 32 10 10 12 64 Immokalee Community Park 51 43 42 63 199 Immokalee High School - Immokalee South Park 16 10 24 17 67 Immokalee Sports Complex 20 22 50 36 128 Margood Harbor Park 3 2 1 6 Max Hasse Community Park 94 115 90 50 349 NCRP Admin 1 1 5 7 NCRP Aquatic 30 29 14 3 76 NCRP Exhibit Hall 152 51 23 50 276 NCRP Pavilions 136 32 39 7 214 NCRP Rec Plex 115 89 94 219 517 NCRP Soccer 625 515 660 571 2,371 NCRP Soccer Pavilions - - - - - NCRP Softball 133 82 136 231 582 North Gulf Shore Access 1 - - - 1 Osceola Elementary School 72 100 74 40 286 Palmetto Elementary - - Pelican Bay Community Park 7 5 4 16 Pepper Ranch 12 41 8 61 Sabal Palm Elementary 24 72 82 17 195 South Marco Beach Access 14 6 10 9 39 Starcher Pettey - - - Sugden Regional Park 210 142 92 34 478 Tigertail - 4 3 5 12 Tony Rosbourgh - - - - - Vanderbilt Beach 1 1 1 3 6 Veterans Community Park 1,245 1,690 1,439 1,354 5,728 Veterans Memorial - - 3 1 9 1 12 Vineyards Community Park 1,698 1,263 1,828 753 5,542 Total Facility Rentals 6,008 6,090 6,449 5,509 24,056 193 Page 203 of 214 FEE -BASED FACILITY RENTALS 2023 Aaron Lutz Barefoot Beach Bayview Park Big Corkscrew Island Regional Athletics BCIRP - Big Corkscrew Island Community Center Caxambas Park Clam Pass Cocohatchee River Park Corkscrew Middle & Elem School Cypress Palm Middle School Eagle Lakes Community Park East Naples Community Park East Naples Middle School Eden Park Freedom Park Golden Gate Aquatic and Fitness Golden Gate Community Center Golden Gate Communuity Park Golden Gate Middle School Goodland Boat Park Gulf Coast Community Park Gulf Coast High School Immokalee Airport Park Immokalee Community Park Immokalee High School Immokalee South Park Immokalee Sports Complex Margood Harbor Park Max Hasse Community Park NCRP Admin NCRP Aquatic NCRP Exhibit Hall NCRP Pavilions NCRP Rec Plex NCRP Soccer NCRP Soccer Pavilions NCRP Softball North Gulf Shore Access Osceola Elementary School Palmetto Elementary Pelican Bay Community Park Pepper Ranch Port of the Islands Sabal Palm Elementary South Marco Beach Access Starcher Pettey Sugden Regional Park Vanderbilt Beach Veterans Community Park Veterans Memorial Vineyards Community Park Total Facility Rentals FY 23 Q3 FY 23 Q2 FY 23 Q3 FY 23 Q4 FY 23 YE 1 1 1 1 2 324 409 238 179 1,150 85 1 123 161 53 422 2 10 2 14 4 185 216 405 82 110 75 27 294 308 265 358 221 1,152 238 525 219 78 1,060 1 21 18 40 1 2 3 427 503 494 444 1,868 415 681 358 512 1,966 2 76 90 168 6 25 13 9 53 48 129 128 92 397 22 24 19 31 96 212 212 147 160 731 10 7 1 - 18 120 136 132 36 424 9 12 6 6 33 45 72 17 13 147 71 157 164 127 519 30 38 28 14 110 70 161 166 215 612 482 595 519 573 2,169 173 150 97 251 671 - 4 8 1 13 70 114 94 36 314 3 19 7 6 35 3 31 9 - 43 180 270 450 41 57 91 30 219 27 21 24 9 81 45 124 47 14 230 1 9 9 19 1,412 2,313 1,621 781 6,127 41 38 11 26 116 2,404 1,429 1,542 626 6,001 7,228 8,521 7,276 5,148 28,173 194 Page 204 of 214 FEE -BASED FACILITY RENTALS 2024 Aaron Lutz Barefoot Beach Bayview Park Big Corkscrew Island Regional Athletics BCIRP - Big Corkscrew Island Community Center BCIRP - Big Corkscrew Island Aquatic Center Caxambas Park Cindv Mvsels Park Clam Pass Cocohatchee River Park Corkscrew Middle & Elem School Cypress Palm Middle School Eagle Lakes Community Park East Naples Community Park East Naples Middle School Eden Park Freedom Park Golden Gate Aquatic and Fitness Golden Gate Community Center Golden Gate Communuity Park Golden Gate Middle School Goodland Boat Park Gulf Coast Community Park Gulf Coast High School Immokalee Airport Park Immokalee Community Park Immokalee High School Immokalee South Park Immokalee Sports Complex Margood Harbor Park Max Hasse Community Park Naples Park Elem School NCRP Admin NCRP Aquatic NCRP Exhibit Hall NCRP Pavilions NCRP Rec Plex NCRP Soccer NCRP Soccer Pavilions NCRP Softball North Gulf Shore Access Osceola Elementary School Palmetto Elementary Pelican Bay Community Park Pepper Ranch Port of the Islands Sabal Palm Elementary South Marco Beach Access Starcher Pettey Sueden Regional Park Vanderbilt Beach Veterans Community Park Veterans Memorial Vineyards Community Park Total Facility Rentals FY 24 Q3 FY 24 Q2 FY 24 Q3 FY 24 Q4 FY 24 YE 2 2 345 478 857 1,680 115 1 208 311 634 6 6 - - 36 36 75 126 201 3 7 10 222 3 81 306 70 10 7 87 6 6 296 298 153 747 570 1,088 - 1,658 - 328 328 8 24 275 307 1 3 4 9 9 448 521 1 970 388 395 - 783 - - 459 459 101 382 483 8 12 20 85 95 180 - - 13 13 21 22 92 135 118 186 - 304 10 - 25 35 96 114 159 369 45 55 100 3 4 7 37 18 151 206 137 141 56 334 21 31 2 54 175 164 - 339 632 590 146 1,368 - - 20 20 238 112 173 523 1 4 505 510 62 122 - 184 - - 137 137 3 18 1 22 26 25 90 141 270 - 270 71 10 81 17 5 40 62 37 60 97 1 28 12 41 1 1 1 - 62 63 1,019 1,381 29 2,429 38 38 76 1,704 1,186 2,890 7,524 7,573 4,630 19,727 195 Page 205 of 214 Field Usage Hours FY22 Site FY22 Q1 FY22 Q2 FY22 Q3 FY22 Q4 FY22 YE Big Corkscrew Island Regional 725 623 925 601 2874 Corkscrew Elementary/Middle School 300 325 761 456 1,842 Eagle Lakes Community Park 977 1,201 653 - 2,831 East Naples Community Park 421 267 280 - 968 Eden Elementary School 140 325 200 175 840 Golden Gate Community Park 666 1,106 1,271 379 3,421 Gulf Coast 402 600 400 - 1,402 Immokalee Community Park 355 493 581 123 1,552 Immokalee Sports Complex 560 675 540 615 2,390 Max Hasse Community Park 335 326 523 240 1,424 Naples Park Field (Starcher Petty) 214 270 210 - 694 North Collier Regional Park - Soccer 2,318 325 2,077 1,487 6,206 North Collier Regional Park - Softball 1,894 1,424 858 241 4,417 Osceola Elementary School 248 480 280 - 1,008 Palmetto Elementary School 32 185 188 140 545 Sabal Palm Elementary School 398 160 953 582 2,093 Tony Rosbough 30 599 600 30 1,259 Veterans CP 1,039 1,212 1,037 383 3,671 Veterans Memorial - - - - - Vineyards CP 6,512 5,461 7,600 640 20,212 Totalsl 16,84 115,433 19,011 6,091 57,375 Field Usage Hours FY23 Site FY23 Q1 FY23 Q2 FY23 Q3 FY23 Q4 FY23 YE Big Corkscrew Island Regional 1,255 1,380 770 389 3,795 Corkscrew Elementary/Middle School 605 1,016 889 81 2,591 Eagle Lakes Community Park 679 736 787 499 2,700 East Naples Community Park 470 360 617 123 1,570 Eden Elementary School 250 300 205 225 980 Golden Gate Community Park 717 961 938 319 2,935 Gulf Coast - 38 67 52 156 Immokalee Community Park 121 807 839 159 1,926 Immokalee Sports Complex 1,080 450 840 372 2,742 Max Hasse Community Park 146 441 550 43 1,180 Naples Park Field (Starcher Petty) 120 240 305 72 737 North Collier Regional Park - Soccer 2,019 1,016 2,014 1,445 6,494 North Collier Regional Park - Softball 1,029 1,633 785 338 3,784 Osceola Elementary School 240 272 452 299 1,263 Palmetto Elementary School 86 324 200 139 749 Saba/ Palm Elementary School 841 974 1,135 498 3,448 Tony Rosbough 80 426 618 189 1,313 Veterans CP 858 1,519 1,064 411 3,852 Veterans Memorial 70 57 27 103 257 Vineyards CP 1 9,123 4,076 6,408 892 20,497 Totalsi 18,533 15,642 18,740 6,646 59,561 196 Page 206 of 214 Field Usage Hours FY24 Site FY24 Q1 FY24 Q2 FY24 Q3 FY24 Q4 FY24 YE Big Corkscrew Island Regional 888 620 707 - 2,215 Corkscrew Elementary/Middle School 388 22 2 - 412 Eagle Lakes Community Park 866 528 644 - 2,037 East Naples Community Park 201 191 158 - 550 Eden Elementary School 235 263 200 - 698 Golden Gate Community Park 788 666 1,013 - 2,467 Gulf Coast 255 564 382 - 1,201 Immokalee Community Park 65 628 309 - 1,002 Immokalee Sports Complex 719 464 575 - 1,758 Max Hasse Community Park 240 361 432 - 1,033 Naples Park Field (Starcher Petty) 204 220 276 - 700 North Collier Regional Park - Soccer 2,748 2,444 2,036 - 7,228 North Collier Regional Park - Softball 1,303 1,469 1,147 - 3,919 Osceola Elementary School 185 392 400 - 977 Palmetto Elementary School 260 266 260 - 786 Sabal Palm Elementary School 893 800 800 - 2,493 Tony Rosbough - 264 161 - 425 Veterans CP - 1,399 1,151 - 2,550 Veterans Memorial 59 53 18 - 130 Vineyards CP 6,667 4,030 5,608 - 16,305 Totals 16,076 15,022 15,571 - 46,670 197 Page 207 of 214 ELCP GGCP (Aquatic and Fitness) GGCC (Wheels) IMSC MHCP NCRP Aquatic (Sun-N-Fun) NCRP Rec Plex Payroll Deduction Total Memberships Sold MEMBERSHIPS SOLD FY 2022 FY 22 Q1 FY 22 Q2 FY 22 Q3 FY 22 Q4 FY 22 YE 151 360 194 183 888 213 315 265 255 1,048 138 174 80 61 453 800 912 1,098 962 3,772 91 150 171 147 559 10 16 325 73 424 537 801 563 540 2,441 79 159 109 92 439 2,019 2,887 2,805 2,313 10,024 MEMBERSHIPS SOLD FY 2023 ELCP ENCP (Pickleball) GGCP (Aquatic and Fitness) GGCC (Wheels) Home Based IMSC MHCP NCRP Aquatic (Sun-N-Fun) NCRP Rec Plex Payroll Deduction Total Memberships Sold FY 23 Q1 FY 23 Q2 FY 23 Q3 FY 23 Q4 FY 23 YE 308 571 234 179 1,292 269 374 312 311 1,266 130 150 110 90 480 1,002 1,250 1,288 1,155 4,695 191 170 252 209 822 16 39 14 50 119 272 794 661 568 2,295 77 198 144 111 530 2,265 3,546 3,015 2,673 11,499 MEMBERSHIPS SOLD FY 2024 BCIRP ELCP GGCP (Aquatic and Fitness) GGCC (Wheels) IMSC MHCP NCRP Aquatic (Sun-N-Fun) NCRP Rec Plex Payroll Deduction Total Memberships Sold FY 24 Q1 FY 24 Q2 FY 24 Q3 FY 24 Q4 FY 24 YE 70 62 57 — 189 313 587 204 — 1,104 337 456 364 — 1,157 115 94 83 — 292 1163 1431 1383 — 3,977 152 196 260 — 608 16 7 6 — 29 656 792 629 — 2,077 92 1 145 — 448 2,914Ei836 3,131 - 9,881 198 Page 208 of 214 PARK VISITORS 2022 BURP ELCP ENCP GGCC GGCP IMCP IMSC IMSP MHCP NCRP VTCP VYCP TOTAL PARK VISITORS PARK VISITORS 2023 BCIRP ELCP ENCP GGCC GGCP IMCP IMSC IMSP MHCP NCRP PARK VISITORS 2024 BCIRP ELCP ENCP GGCC GGCP IMCP IMSC IMSP MHCP NCRP TOTAL PARK VISITORS FY 22 Q1 FY 22 Q2 FY 22 Q3 FY 22 Q4 FY 22 YE - 16,865 53,172 33,487 103,524 14,964 25,358 231940 23,585 87,847 103,212 162,139 170,069 47,791 483,211 42,149 56,057 54,310 60,862 213,377 23,323 33,000 13,286 12,854 82,463 10,374 13,067 11,666 10,300 45,407 65,683 61,529 65,376 62,935 255,523 14,198 16,214 181936 15,842 65,191 20,544 26,054 28,121 25,469 100,188 86,580 112,951 631847 49,661 313,039 80,134 90,247 49,723 19,111 239,215 103,438 109,740 154,140 44,815 412,133 564,599 723,222 706,586 406,712 2,401,119 FY 23 Q1 FY 23 Q2 FY 23 Q3 FY 23 Q4 FY 23 YE 41,158 96,302 115,174 133,039 385,673 24,514 25,644 25,058 26,105 101,321 89,659 146,359 209,786 51,226 497,030 53,806 56,095 72,511 67,387 249,799 16,733 17,107 18,866 18,528 71,234 26,172 29,774 31,234 28,562 115,742 68,066 59,897 50,393 42,420 220,776 14,506 16,229 15,960 14,148 60,842 25,800 22,637 26,045 23,510 97,992 36,418 47,916 29,340 57,125 170,798 46,418 75,864 51,514 61,668 235,464 113,074 78,737 102,302 43,807 337,920 556,322 672,562 748,183 567,526 2,544,593 FY 24 Q1 FY 24 Q2 FY 24 Q3 FY 24 Q4 FY 24 YE 137,150 97,222 123,840 - 358,212 29,386 34,106 38,470 - 101,962 88,224 131,870 190,872 - 410,966 57,322 66,948 51,480 - 175,750 17,849 23,069 27,487 - 68,405 32,110 32,023 35,021 - 99,154 27,617 27,367 38,537 - 93,521 11,074 12,502 11,544 - 35,119 15,230 14,107 16,394 - 45,732 23,248 23,778 11,298 - 58,324 62,532 87,194 97,651 - 247,378 118,356 103,690 98,719 - 320,765 620,097 653,876 741,313 - 2,015,286 199 Page 209 of 214 FEE -BASED PROGRAM REGISTRATIONS 2022 Adaptive Programming Aquatic Athletics Camps Childcare Cultural Arts Dance Educational Extreme Sports Fitness Martial Arts Nature/Science Social Special Events Water Sports Total by Type FY 22 Q1 FY 22 Q2 FY 22 Q3 FY 22 Q4 FY 22 YE 74 89 53 48 264 90 133 370 295 888 727 806 291 925 2,749 374 251 918 640 2,183 541 676 468 603 2,288 20 17 29 22 88 61 88 107 68 324 26 45 150 8 229 - 5 34 11 50 20 32 47 34 133 240 253 281 211 985 11 22 6 5 44 37 37 - - 74 1,019 415 878 500 2,812 41 26 27 60 154 3,281 1 2,895 1 3,659 1 3,430 1 13,265 FEE -BASED PROGRAM REGISTRATIONS 2023 Adaptive Programm Aquatic Athletics Camps Childcare Cultural Arts Dance Educational Extreme Sports Fitness Martial Arts Nature/Science Special Events Water Sports Total by Type FY 23 Q1 FY 23 Q2 FY 23 Q3 FY 23 Q4 FY 23 YE 64 113 34 62 273 61 251 721 403 1,436 478 955 428 559 2,420 467 194 4,144 746 5,551 1,374 718 394 808 3,294 23 42 25 40 130 63 116 116 65 360 31 79 206 54 370 - 9 66 - 75 13 14 3 11 41 197 298 335 260 1,090 7 16 3 7 33 4 34 1 33 72 1,673 719 450 476 3,318 31 10 239 50 330 4,486 3,568 7,165 3,574 18,793 FEE -BASED PROGRAM REGISTRATIONS 2024 Adaptive Programmi Aquatic Athletics Camps Childcare Cultural Arts Dance Educational Extreme Sports Fitness Martial Arts Nature/Science Social Special Events Water Sports Total by Type FY 24 Q1 FY 24 Q2 FY 24 Q3 FY 24 Q4 FY 24 YE 154 102 39 - 295 101 276 526 - 903 752 1,027 360 - 2,139 387 2,805 1,642 - 4,834 870 629 300 - 1,799 17 6 - - 23 61 67 54 - 182 34 123 164 - 321 - 13 - - 13 44 41 11 - 96 234 227 197 - 658 14 66 3 - 83 12 90 14 - 116 1,083 926 216 - 2,225 30 230 27 - 287 3,793 6,628 3,553 - 13,974 200 Page 210 of 214 Program Drop In Numbers by Location AIR BCIRP Beach and Water ELCP ENCP GGAF GGCC IMCP IMSC IMSP MHCP NCRP - Athletics NCRP - Aquatics NCRP - Exhibit Hall NCRP - Rec Plex Sugden VTCP VYCP FY22 Q1 FY22 Q2 FY22 Q3 FY22 Q4 FY22 YE 183 210 92 41 526 125 - 142 - 267 177 27 372 356 932 - 36,794 135,856 1,437 174,087 - 25 200 - 225 1,368 1,499 1,318 970 5,155 1 5 31 1 38 8 1 6 182 197 - 6 15 3 24 3 432 1,049 142 1,626 1,565 - - 1,098 - - 19 59 78 580 1,284 1,552 324 3,740 340 23 2 51 416 383 604 612 102 1,701 4,733 40,910 141,266 4,766 188,219 Program Drop In Numbers by Location AIR BCIRP Beach and Water ELCP ENCP GGAF GGCC IMCP IMSC IMSP MHCP NCRP - Athletics NCRP - Aquatics NCRP - Exhibit Hall NCRP - Rec Plex Sugden VTCP VYCP FY23 Q1 FY23 Q2 FY23 Q3 FY23 Q4 FY23 YE 50 - - - 50 167 121 - - 288 2,174 4,004 1,863 - 8,041 643 1,782 547 - 21972 - 27 235 - 262 2,233 1,516 1,950 - 5,699 121 - 1 - 122 1 12 - - 13 - - 3 - 3 77 143 110 - 330 - 4 1,125 - - 5 6 - 11 291 1,541 1,207 - 3,039 234 792 237 - 1,263 21 809 350 - 1,180 6,012 10,756 7,634 - 22,935 201 Page 211 of 214 Program Drop In Numbers by Location AIR BCIRP Beach and Water ELCP ENCP GGAF GGCC IMCP IMSC IMSP MHCP NCRP - Athletics NCRP - Aquatics NCRP - Exhibit Hall NCRP - Rec Plex Sugden VTCP VYCP FY24 Q1 FY24 Q2 FY24 Q3 FY25 Q4 FY24 YE 246 45 9 - 300 872 3,455 1,946 - 6,273 - 1,484 540 - 2,024 - 565 71 - 636 1,980 2,466 1,781 - 6,227 497 - - - 497 240 272 164 - 676 1,044 1,457 1,253 - 3,754 1,157 - - - 1,157 719 1,952 1,135 - 3,806 586 1,045 420 - 2,051 350 896 554 - 1,800 7,691 13,637 7,873 - 29,201 202 Page 212 of 214 SUN-N-FUN LAGOON ADMISSIONS 2022 FY 22 Q1 FY 22 Q2 FY22 Q3 FY 22 Q4 FY 22 YE Disabled Veterans Discount 129 258 387 SNF 3 Years and Under 2,230 4,251 6,481 SNF CCSO Events - - - SNF Group Over 48 Inches 1,492 1,367 2,859 SNF Group Under 48 Inches 88 1,661 1,749 SNF Over 48 Inches 2,151 19,502 21,653 SNF Party Over 48 in - - - SNF Party Under 48 in - SNF Private Dive - SNF Private Lessons - - - SNF Promo Day Passes 187 338 525 SNF Raincheck Redeem Over 48 Inches 874 1,742 2,616 SNF Raincheck Redeem Under 48 Inches 79 179 258 SNF Rentals 2,300 2,201 4,501 SNF Resident Over 48 Inches 10,674 17,708 28,382 SNF School Board Adult 256 - 256 SNF School Lunch Program - - - SNF Senior Admission 952 2,297 3,249 SNF Special Event Free - 30 30 SNF Swim Team - - - SNF Under 48Inches 2,066 4,186 6,252 SNF Veterans Discount 127 270 397 Collier Camps 1,756 2,396 4,152 Drop Ins 176 59 235 Memberships Scans 1,996 58,445 60,441 Total Admissions -I 27,533 1 116,890 1 144,423 SUN-N-FLIN LAGOON ADMISSIONS 2023 FY 23 Q1 FY 23 Q2 FY23 Q3 FY 23 Q4 FY 23 YE Disabled Veterans Discount - SNF 3 Years and Under 72 72 SNF CCSO Events - - SNF Group Over 48 Inches 572 572 SNF Group Under 48 Inches 46 46 SNF Over 48 Inches 300 300 SNF Party Over 48 in - - SNF Party Under 48 in - SNF Private Dive - SNF Private Lessons - SNF Promo Day Passes 10 10 SNF Raincheck Redeem Over 48 Inches - SNF Raincheck Redeem Under 48 Inches - SNF Rentals - - SNF Resident Over 48 Inches 109 109 SNF School Board Adult - - SNF School Lunch Program - - SNF Senior Admission 22 22 SNF Special Event Free 2,450 2,450 SNF Swim Team - - SNF Under 48 Inches 29 29 SNF Veterans Discount 11 11 Collier Camps - - - Drop Ins - 5 7 - 12 Memberships Scans 408 674 223 1,881 3,186 Total Admissions 4,029 679 230 1,881 6,819 203 Page 213 of 214 SUN-N-FUN LAGOON ADMISSIONS 2024 FY 24 Q1 I FY 24 Q2 FY24 Q3 FY 24 Q4 I FY 24 YE Disabled Veterans Discount SNF 3 Years and Under 43 43 SNF CCSO Events SNF Group Over 48 Inches SNF Group Under 48 Inches - - SNF Over 48 Inches 104 104 SNF Party Over 48 in - - SNF Party Under 48 in SNF Private Dive SNF Private Lessons SNF Promo Day Passes SNF Raincheck Redeem Over 48 Inches 26 26 SNF Raincheck Redeem Under 48 Inches 5 5 SNF Rentals - - SNF Resident Over 48 Inches 184 184 SNF School Board Adult - - SNF School Lunch Program SNF Senior Admission 12 12 SNF Special Event Free SNF Swim Team SNF Under 48 Inches 27 27 SNF Veterans Discount Collier Camps Drop Ins - - Memberships Scans 358 2 360 Total Admissionsl 759 1 2 1761 204 Page 214 of 214