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CCPC Agenda 09/25/2015 (2015 AUIR/CIE) COLLIER COUNTY PLANNING COMMISSION 2015 AUIR/CIE SPECIAL MEETING AGENDA SEPTEMBER 25, 2015 It err , 1%\ *17'_ ANNUAL UPDATE & INVENTORY REPORT/CAPITAL IMPROVEMENT ELEMENT SCHEDULE UPDATE ON PUBLIC FACILITIES 2015 AUIR/CIE Clerk of Court COLLIER COUNTY PLANNING COMMISSION SEPTEMBER 25, 2015 Collier County Prepared by: B.C.C. Comprehensive Planning Section Donna Fiala, District 1 Growth Management Division Georgia A. Hiller, District 2 Tom Henning, District 3 2800 N. Horseshoe Drive Penny Taylor, District 4 Naples, FL 34104 Tim Nance, Chairman District 5 SPECIAL MEETING AGENDA 2015 ANNUAL UPDATE AND INVENTORY REPORT ON PUBLIC FACILITIES(AIM) ./Th THE COLLIER COUNTY PLANNING COMMISSION WILL MEET AT 9:00 A.M., FRIDAY, SEPTEMBER 25, 2015, IN CONFERENCE ROOMS 609/610, GROWTH MANAGEMENT DEPARTMENT,2800 N.HORSESHOE DRIVE,NAPLES,FLORIDA: 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 TEN (10) DAYS PRIOR TO THE RESPECTIVE SPECIAL MEETING. IN ANY CASE, WRITTEN MATERIALS INTENDED TO BE CONSIDERED BY THE CCPC SHALL BE SUBMITTED TO THE APPROPRIATE COUNTY STAFF A MINIMUM OF SEVEN (7) DAYS PRIOR TO THE SPECIAL MEETING. IF APPLICABLE, 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. 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. REVIEW OF THE ANNUAL UPDATE AND INVENTORY REPORT ON PUBLIC FACILITIES, finI\ CATEGORY A,CATEGORY B;CATEGORY C. A. AUIR OVERVIEW—MIKE BOSI B. ISLES OF CAPRI FIRE CONTROL&RESCUE DISTRICT—CHIEF McLAUGHLIN C. OCHOPEE FIRE CONTROL&RESCUE DISTRICT—CHIEF McLAUGHLIN D. ARTERIAL&COLLECTOR ROADS&BRIDGES—NICK CASALANGUIDA/REED JARVI E. STORMWATER MANAGEMENT SYSTEM—JERRY KURTZ F. POTABLE WATER SYSTEM—KRIS VAN LENGEN G. WASTEWATER COLLECTION&TREATMENT SYSTEM—KRIS VAN LENGEN H. SOLID WASTE DISPOSAL FACILITIES—KRIS VAN LENGEN I. PUBLIC SCHOOLS—AMY TAYLOR J. PARKS&RECREATION FACILITIES—BARRY WILLIAMS K. JAIL&CORRECTIONAL FACILITIES—CHIEF GREG SMITH L. LAW ENFORCEMENT FACILITIES—CHIEF GREG SMITH M. LIBRARY BUILDINGS&COLLECTIONS—MARILYN MATTHES N. EMERGENCY MEDICAL SERVICES—DAN SUMMERS/WALTER KOPKA O. GOVERNMENT BUILDINGS—SKIP CAMP/HANK JONES P. COASTAL ZONE BEACHES&INLETS—GARY McALPIN Q. 2015 UPDATE TO THE CIE SCHEDULE OF CAPITAL IMPROVEMENTS—MIKE BOSI R. AUIR SUMMARY&CLOSING STATEMENTS—MIKE BOSI 3. PUBLIC COMMENT—The Chairman will open the agenda for Public Comment after each of the categories noted above. 4. ADJOURN F:\Comprehensive/AUJ /2015/Agenda/CCPC/September 2015/ink 1 Staff Report Presentation to the Collier County Planning Commission (CCPC) of the 2015 combined Annual Update and Inventory Report (AUIR) 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: Request that the CCPC review the combined 2015 Annual Update and Inventory Report (AUIR)/Capital Improvement Element (CIE) on public facilities and provide recommendations to the Collier County Board of County Commissioners (BCC) on specific projects and associated funding sources for inclusion in the Schedule of Capital Improvements within the Capital Improvement Element during the FY15/16 annual update (only Category "A" public facilities are included in the CIE). The AUIR identifies capital needs for new facilities to serve projected population growth in the 5-year AUIR time period. Also like past AUIRs, this year's AUIR 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 upon the appropriateness of the County's current Level of Service Standards (LOSS) and timing/necessity of proposed projects. The AUIR constitutes the process of evaluating budgetary priorities, as well as determining appropriateness of the County's currently adopted LOSS. BACKGROUND: Chapter 163, Part II, Florida Statutes requires the County to adopt certain Land Development Regulations (LDR's) to implement its Growth Management Plan adopted on January 10, 1989. Section 6.02.00 of the LDC requires the County to, "Provide that public facilities and services meet or exceed the standards established in the CIE required by Section 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 BCC adopted the Collier County Adequate Public Facilities Ordinance No. 90-24. This Ordinance was subsequently codified in Chapter 6.02.02 of the Land Development Code (LDC). It should be noted that changes initiated by HB7207 in 2011 only requires from each local government that they maintain concurrency management for Stormwater, Potable Water, Wastewater and Solid Waste. During the 2011 AUIR/CIE process, the County decided to maintain concurrency for the optional elements of Schools, Roads and Parks, based upon the perspective that maintaining concurrency management for the optional elements is necessary to sustain the current identified Levels of Service for the respective facilities and to ensure that the demands of new development are provided for by system expansion corresponding to those demands. As noted, Chapter 6.02.02 of the LDC establishes the management and monitoring program for public facilities, which provides for an annual determination of Level of Service Standard (LOSS) concurrency for Category "A" facilities and identification of additional facilities needs. Category "A" facilities are arterial and collector roads, drainage system and stormwater management, potable water supply and distribution, wastewater collection and treatment, solid waste disposal, public schools and parks. The AUIR also provides analysis and recommendations on Category "B" facilities for which the County has adopted LOSS and collects impact fees. The Category "B" facilities are jails, law enforcement, library buildings and collections, emergency medical services, government buildings and the two dependent fire districts, Ochopee and Isles of Capri. Adoption of Category "B" facilities LOSS are necessary in order to legally validate impact fees for these facilities, related to the LOSS provided within each impact fee. Chapter 6.02.02 of the 2015 AUIR/CIE STAFF REPORT- CCPC - 1 - Land Development Code requires the preparation of an AUIR on Public Facilities for presentation to the Board of County Commissioners. At the direction of the County Manager, Coastal Zone beach re-nourishment and inlet management projects were added to the AUIR in 2013, within a new Category "C". This inclusion allows for a formal and predictable BCC evaluation of the condition for each 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 with tourist development taxes and other revenue sources. Under the provisions of Chapter 6.02.02 of the LDC, the BCC's options in response to the needs identified in the AUIR include, but are not limited to, the following: 1. Establishment of 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. In response to the needs identified in the AUIR, Public Facility projects can be added to the financially feasible Schedule of Capital Improvements in the Capital Improvements Element. Road projects must be in the first or second year of the next adopted Schedule of Capital Improvements in order to be factored as available capacity in the real-time Transportation Concurrency Management System database. 3. Deferral of development order issuance will occur for development not vested by statute in areas affected by deficient Category "A" public facilities. This applies to necessary improvements both pending and not financially feasible, or not in the 5- year CIE Schedule of Capital Improvements. Both circumstances could result in the following remedial action: a. Modification of Level of Service Standards (LOSS) via Growth Management Plan Amendments. b. Subsequent direction to staff to include the necessary Category "A" public facility projects in a future Annual CIE Update and Amendment to be adopted by the Board. c. Future approval of new or increased revenue sources for needed Public Facility projects, by the Board of County Commissioners, the State Legislature or the County voters. d. Developer constructed improvements guaranteed by an enforceable development agreement. It should be noted that the options identified above are crafted under the design of attaining a fiscally feasible CIE based on the concurrency management system. The BCC through Objective 2 of the CIE provides direction to maintain an annual financially feasible CIE. The requirement for financial feasibility is a local requirement, no longer a statutory requirement. CIE- OBJECTIVE 2: (FINANCIAL FEASIBILITY) Provide public facilities, as described in Policy 1.1 above, in order to maintain adopted level of service standards that are within the ability of the County to fund It should be noted that Policies 1.1 through 1.5 of the CIE establish the standards for levels of service for Category "A" public facilities. 2015 AUIR/CIE STAFF REPORT- CCPC - 2 - GROWTH MANAGEMENT IMPACT: The preparation and presentation of the AUIR to the CCPC and BCC meets the requirements of Chapter 6.02.02 of the Land Development Code for an annual determination of the status of public facilities. Board direction to include the projects identified in the AUIR in a financially feasible FY15 Annual CIE Update and Amendment will establish and maintain concurrency for Category "A" public facilities, except roads, for the next twelve (12) months. Road projects needed to remedy LOS deficiencies must be in the first or second year of the Schedule of Capital Improvements. Based upon statutory changes initiated in 2011, the Capital Improvement Element is no longer required to be sent to the State Land Planning agency and 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 one single public hearing before the governing board (BCC) as an adoption hearing. This single hearing process allows for the concurrent hearing of the AUIR/CIE. Schools: The Schools component of the 2015 AUIR/CIE stands as a unique component. A summary of the School District Five Year Capital Improvement Plan is being provided for review by the CCPC, but when the special meeting is held to discuss the AUIR, 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. There are no proposed additions or expansion projects within the District's 5-year CIP, which obviously does not create infrastructure deficiencies. It should be noted that while the Schools component is included as part of the Category "A" facilities which dictate the concurrency management system for the County, the concurrency management for schools is administered by the School District. The recommendation sought from the CCPC related to the School District's proposed CIP is for a recommendation to include the District's CIP by reference within the CIE and that no inconsistencies are contained within the District's CIP compared against the other planned capital improvements within the AUIR or corresponding CIE. LOSS Appropriateness: As indicated within the Objective portion of this staff report, the AUIR provides the platform for the Planning Commission to make evaluations and recommendations regarding the appropriateness of the County's current LOSS. 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 of the proposed capital improvement. It should be noted that Public Utilities, Stormwater Management and Transportation have developed a more complex formula and system for maintaining LOSS which dictates capital expansion, but the basic premise of additional demand requiring new improvements is the underlying fundamentals of the equation. The role of the AUIR is to provide an opportunity on an annual basis for the CCPC to evaluate and provide recommendations on the appropriateness of the currently adopted LOSS within the AUIR. Within each individual section, the year to year demand for service or demands upon the system has been included to assist the advisory boards and the BCC in this determination. LOSS and Impact Fees: It should be noted that impact fee studies and methodologies do not establish levels of service, but at a minimum, they set a base line where levels of service cannot fall below without invalidating the impact fee. A level of service standard that is established by an impact fee study represents the standard that has been achieved for a particular facility, but does not dictate that a local government cannot adopt a level of service that is higher than the 2015 AUIR/CIE STAFF REPORT- CCPC - 3 - achieved level of service. However, the difference between the achieved level of service and the adopted level of service will require supplemental funding from a source other than impact fees to fund the cost of the improvement. Government Buildings and EMS are two AUIR components in which the Impact Fee LOSS are below the AUIR adopted LOSS. As indicated, this discrepancy is resulting in a higher level of necessary general revenue supplemental funding. It should be noted that the current level of service standards for most AUIR components are currently satisfied based upon the LOSS and current population levels, but the population growth over the past four years has begun to deplete the available capacity of the respective infrastructure and service providers. Based upon this diminishing capacity, the due diligence process to bring about the next iteration of system expansion has begun and will result in a continued growth in the revenues needed to maintain the LOSS for the system providers. Population: The population projections utilized with the 2015 AUIR are based upon prior BCC policy direction and acceptance from the Department of Economic Opportunity (DEO). The population method utilizes the Bureau of Economic and Business Research (BEBR) Medium Range projections for the entire projection period with a 20 percent seasonal adjustment factor applied to permanent population projections. The chart below is a comparison of the past six years of projected permanent population growth. 5 Year Growth BEBR Permanent Population Growth Percent AUIR Year Estimate Following 5-Year BEBR Growth Projections Percent Annualized 2010 333,600 339,786 346,087 352,505 359,042 365,700 9.62% 1.92% 2011 327,062 332,699 338,433 344,267 350,200 356,788 9.09% 1.82% 2012 328,339 332,893 337,446 342,000 348,720 355,440 8.25% 1.65% 2013 335,405 341,055 346,800 353,792 360,925 368,202 9.78% 1.96% 2014 338,728 345,100 351,647 358,318 365,116 372,042 9.84% 1.97% 2015 346,371 352,771 359,289 365,927 372,688 379,084 084 9.44% 1.89% From review of the above table, 2015 provides a sixth year in which the annualized growth rate is projected at under two percent of the total population. This continued outlook has established the new growth reality for the County. The recalibration of Collier County's population through the 2010 Census had provided additional capacity to each of the AUIR/CIE population based systems, but as noted, the population added since 2010 has eroded this capacity. As such, each of the AUIR providers are beginning to initiate the due diligence process for their next system expansion. It should be noted that the population increase for the five year population projection period totals 32,713 or 6,542 per year. The 6,542 of annual new population, utilizing the County's average 2.38 person per household rate, translates to 2,748 new dwelling units (assuming the new population were housed only by new units and not existing inventory). Based upon the CO data compiled by Growth Management for the 2014-15 fiscal year, 3,075 units were completed. These facts are provided to better evaluate the market's response to the demand for new housing units. 2015 AUIR/CIE STAFF REPORT - CCPC -4 - FISCAL IMPACT: Revenues are required to fund the CIE projects proposed in the 2015 AUIR/CIE for the FY15-16 thru FY19-20 planning period to maintain financial feasibility of the CIE for Category "A" facilities. These funds must be made available by the Board of County Commissioners or fall within the Board's statutory General Fund taxing authority. Current and Proposed revenues needed to fund public facility construction/expansion for the FY15-16 thru FY19-20 CIE planning period are set forth in each respective capital facilities section of the 2015 AUIR/CIE. Project expenditures in excess of estimated impact fee, gas tax, and user fee revenues receipts and funded bonds, are reflected as being augmented by General Fund Revenues in the body of this document. "General Fund Revenues" are defined as existing sales tax revenues and other state shared revenues, or ad valorem allocations at the discretion of the BCC. It should be noted that all projects identified within the Category "A" facilities have identified funding for the improvement. When funding sources are not identified, the BCC is provided five options to address the situation by Policy 2.9 of the Capital Improvement Element. 1. Remove through a plan amendment facility improvements or new facilities from the adopted Schedule of Capital Improvements that exceed the adopted levels of service for the growth during the next five (5) fiscal years; 2. Remove from the adopted Schedule of Capital Improvements through a plan amendment facility improvements or new facilities that reduce the operating cost of providing a service or facility but do not provide additional facility capacity; 3. Where feasible, transfer funds from a funded non-Capital Improvement Element capital project in order to fund an identified deficient Capital Improvement Element public facility. The resulting revisions shall be reflected in the required annual update. 4. Lower the adopted level of service standard through a plan amendment for the facility for which funding cannot be obtained. 5. Do not issue development orders that would continue to cause a deficiency based on the facility's adopted level of service standard. It should be pointed out, that all of the Category "B" facilities, with the exception of the dependent fire districts, required loans from the general fund to meet the necessary revenue (Option 3 above). Additionally, it should be noted that spreadsheets detailing the revenue and debt service for the AUIR divisions/departments for the 5-year CIE period, as well as the long term debt financing schedules has been provided within the AUIR/CIE book appendix. RECOMMENDATION: That the Collier County Planning Commission in the form of recommendations to the Board of County Commissioners: 1. Accept and approve the attached document as the 2015 Annual Update and Inventory Report on Public Facilities. 2. Give the BCC direction by separate motion and vote on Category "A", "B" and "C" facilities relative to projects and revenue sources, with Category "A"facilities set forth for inclusion in the FY15-16 Schedule of Capital Improvements of the Annual CIE Update and Amendment. 3. Provide a recommendation for the School District's CIP to be included in the FY15- 16 Schedule of Capital Improvements of the Annual CIE Update and Amendment by reference. 4. Consider a recommendation to the BCC upon an alternative LOSS for individual components of the AUIR where deemed appropriate. 5. Forward the GMP CIE Schedule of Capital Improvements update to the BCC with a recommendation to adopt. 2015 AUIR/CIE STAFF REPORT- CCPC - 5 - Prepared By: 4- C i -( 5-- Mike Bosi, AICP, DTrecfor, Planning and Zoning Division Approved By: .0 ,ss._& Z - Date: 4 " 3 - a ie French, Deputy Department Head Growth Management Department Approved By: C ta�� Date: 9/q/1 5 David S. Wilkison, P.E., Department Head Growth Management Department 2015 AUIR/CIE STAFF REPORT - CCPC - 6 - TABLE OF CONTENTS INDIVIDUAL FACILITY REPORTS: CATEGORY"A"FACILITIES 1 1. Arterial&Collector Roads &Bridge Facilities 3 2. Stormwater Management System—Canals& Structures 21 3. Potable Water System—County Water-Sewer District 49 4. Wastewater Collection&Treatment Systems—County Water- 59 Sewer District - South County(SCWRF) - North County(NCWRF) 5. Solid Waste Disposal Facilities 73 6. Collier County Schools—Capital Improvement Plan 87 7. Parks and Recreation Facilities 95 - Community Park Land - Regional Park Land 8. CIE Amendment Submittals for Category A Facilities 111 - Exhibit"A", Schedule of Capital Improvements(Years 1—5) - Appendix"H", Schedule of Capital Improvements(Future Years 6— 10) INDIVIDUAL FACILITY REPORTS: CATEGORY"B"FACILITIES 131 1. Jail & Correctional Facilities 133 2. Law Enforcement Facilities 141 3. Libraries 153 - Library Buildings - Library Materials/Collections 4. Emergency Medical Services 171 5. Government Buildings 187 6. Isles of Capri Fire Control and Rescue District 199 7. Ochopee Fire Control and Rescue District 207 INDIVIDUAL FACILITY REPORTS: CATEGORY"C"AREAS 217 County Coastal Zone Areas Management 219 APPENDICES I. Population Estimates&Projections; Impact Fee Fund&Debt Service 225 Expense Table;Countywide Population Data II. Additional Support Materials,Inc.Parks&Recreation Facility 249 Inventory& Operational Data III. Potable Water&Wastewater Treatment Capacity Expansion Master Plan&Master 275 Plan Summary Report N. Integrated Asset Management Program—Public Utilities Department 279 Progress Report ANNUAL UPDATE AND INVENTORY REPORT ON PUBLIC FACILITIES 2015 CATEGORY "A" FACILITIES (Concurrency Regulated) 1. County Arterial & Collector Roads & Bridges 2. Stormwater Management System 3. Potable Water System 4. Wastewater Collection & Treatment Systems 5. Solid Waste Disposal 6. Collier County Schools — Capital Improvement Plan 7. Parks and Recreation Facilities — Community Park Land — Regional Park Land 8. CIE Amendment Submittals for Category A Facilities — Exhibit "A", Capital Improvements (Next 5 Years) — Appendix "H", Capital Improvements (Future Years 6 — 10) 1 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 3 2015 AUIR FACILITY SUMMARY Facility Type: County Arterial and Collector Roads (Category A) Level of Service Standard: Variable-"D"or"E" Unit Cost: Variable(Average=$4,567,000/lane mile) Per Current Approved Transportation Impact Fee Recommended Work Program FY 16-20 $246,963,000 Recommended Revenues FY16-20 $246,963,000 Five-Year Surplus or(Deficit) $0 1. Existing Revenue Sources: A. Current Revenues CIE FY 16-20 Impact Fees $47,800,000 Gas Taxes $92,500,000 General Fund 001/111 $77,987,000 Grants/Reimbursements/DCAs/Interest $12,514,000 SUB TOTAL $230,801,000 Carry Forward $17,605,000 * Less 5% Required by Law ($1,443,000) TOTAL $246,963,000 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 financial feasibility of the CIE. *Carry Forward includes the budgeted FY16 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, 2015. Attachment J provides a snapshot of prior year FY15 project activity as of July 31, 2015 for continuing projects. Project costs are generally paid out over the following schedule for phases(average time for payout): 5 YEAR PROJECT DURATION AFTER 2 YEAR PLANNING CYCLE IS COMPLETE 4 I. Design-25 months — I I s DESIGN 2. Right-of-Way-4 years 3. Construction-30-36 month s' RlGF?T Or CONSTRUCTION STRUCTION Note: FY 2015 Revenues based on current adopted Impact Fee Schedule, projected gas tax revenues, budgeted general fund transfer,and approved grants and developer contribution agreements. Expenditures are based on current unit cost. 9/4/2015 5 ■ 7 q @ 2 { ) \ \ \ o 3 6° § U a IN 3 co 0 m _ N fa 0 re_ N D Q N • / 1.0 ID I 0 _ m CD 0 ! . . . . O ` ^ o ` | N §i -- { § .0 ■ > w » . 2 3 Q \ et . \} $ © § } C 3 > o ■ w [ \ ( 0 § f } § ! re 0 f $ $ & ( s- I • • , ■ - | CD > 2 2 « ! 2 y y . 4 \ I ` . 7 0 / _ N { . | | o . » ^ 7 § 7 % KKi § fi ° k . � . ■ kkk § kkkkk § \K ocoNSR ■ a < e 2/ cm 7 6 Attachment"B" TRANSPORTATION EXISTING CONDITIONS REPORT—2015 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 factored as needed to determine a peak hour peak directional volume. The factors used include a directional factor and a seasonal factor that varies depending on the week that the traffic count was conducted. • The Level of Service(LOS)threshold 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 capacity is based on the difference between the LOS threshold volume and the calculated existing plus trip bank volume. • The AUIR deals 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. Our 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. Historical funding for O&M has not addressed industry standards for anticipated life-cycles which are 6 to 8 years for urban roadways and 12 to 15 years for rural roadways. Gas taxes are already at the maximum allowed by statute. Complicating this issue is the reliance on impact fees as directed by our"growth pays for growth"policy which can only be used to add additional capacity or new lane miles to the system. 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 rates and revenues 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 in order to meet the 7 year construction cycle that includes: planning, design, ROW acquisition, permitting and construction. LOS standards already set at the lowest acceptable levels of"D" or Attachments Attached is the 2015 Collier County Transportation Planning Database table, which incorporates the proposed FY 16 to FY 20 Capital Improvement Program(CIF). Attachment B-2015 Transportation Existing Conditions Report(X-ref 080615 ver I) 7 Observations Of the 129 stations (covering 141 unique Segment ID's and excluding those in the City of Naples) collecting traffic counts in the 2014/2015program, the average increase in measured overall volume between 2014 and 2015 was 4.85%,system-wide. By comparison,the average increase between 2013 and 2014 reported in last year's AUIR was 7.1%. When reviewing only higher capacity roadway segments in the County's network(only those with capacity over 1,000 vehicles per hour in the peak direction during the peak period) an average increase of 3.42% was experienced over 2014. For the 2014/2015 traffic counts,39 segments reflected a decrease, and 97 segments reflected an increase over the previous year (5 remained unchanged). Listed below are the numbers and corresponding percentages for the count stations,including the percentage changes between 2014/2015: • 5.7%(8 segments)show an increase greater than 20%compared to 2014 • 17.0%(24 segments)show an increase of 10-20%compared to 2014 • 17.7%(25 segments)show an increase of up to 5-10%compared to 2014 • 50.4%(71 segments)show an insignificant change of-5%-5%compared to 2014 • 5.0%(7 segments)show a decrease of 5-10%compared to 2014 • 2.8%(4 segments)show a decrease of 10-20%compared to 2014 • 1.4%(2 segments)show a decrease of greater than 20%compared to 2014 Florida Department of Transportation counts traffic on the segments of 1-75 between each interchange each year. A review of the most recent average annual growth rates for the last 2 and 5 year timeframes depicts an increase in traffic along all segments of I-75 in the urban area as shown in Table 1. TABLE 1: I-75 Historical Annual Average Daily(AADT)Traffic Volumes(2-Way) North of North of I North of West of Inunokalee Pine Ridge Golden Gate Collier Road Road Pkwy Blvd 2014 90,500 70,332 I 64,000 36,500 2013 87,000 65,423 58,000 I 34,500 2012 74,000 62,897 55,000 31,000 2011 74,500 61,224 55,000 31,500 2010 75,500 59,7841 55,000 32,500 2009 77,000 58,578 I 32,500 34,000 Total%Increase 5-Year 2009-2014 17.5% 20.1%j 96.9% 7.4% Avg Annual%Increase 5-Year 2009-2014 33% 3.7%1 14.5%• 1.4% Avg Annual%Increase 2-Year 2012-2014 10.6% 5.7% 7.9%I 8.5% Source:Florida Department of Transportation Note: 1. Some count stations experienced significant year-to-year fluctuations due to construction avoidance. 2. Stations and segment ID's may not correspond as some count stations serve multiple segments. 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O 9 Attachment D FY16-FY20 5 YEAR WORK PROGRAM/CIE(TIED TO FY16 ADOPTED BUDGET) (Dollars shown in Thousands) Project Name FY16 FY17 FY18 FY19 FY20 Project#SUMMARY OF PROJECTS Amount Amount Amount Amount Amount Amount 60144 OII Well(Everglades to Oil Well Grade) 2,737 A 2,737 60168 Vanderbilt Beach Rd/Collier Blvd-Wilson 3,750 S/RiD 2,000 RAND 2,000 R/MIE 2,000 RIMID 6,500 RIM/D 16,250 60145 Golden Gate Blvd 20th St to Everglades 3,550 R 5,100 RIMIA 6,400 WW1 7,300 RJA 2,000 A 24,350 60040 Golden Gate Blvd Wilson to 20th 1,000 R 1,000 61001 Tree FarmlWoodcrest 1,682 C 1,682 60132 Imm/CR 951 Broken Back Intersection 3,750 C 3,750 60129 Wilson Benfield Extension 2,279 SID 2,279 60185 Wilson/City Gate 250 D 250 60147 RandallJlmmokalee Road Intersection to 8th Street 500 D/R TBD 500 60148 Airport Road-Davis Blvd Intersection 3,542 R/C 3,542 TBD Veterans Memorial 100 S 100 TBD 8th,16th,and 47th Bridge 1,362 0 8,188 C 9,550 TBD Logan(lmmk to Bonita Beach) 090 - TBD Pine Ridge/US-41 Intersection CBO - TBD Rattlesnake Hammock Extension CBO - Contingency 4,695 1,973 1,473 973 1,973 11,087 Total ( 29,097 17,361 9,873 10,273 10,473 77,077 Operations Improvements/Programs 66066 Bridge Repairs/Improvements 8,237 6,800 6,800 6,800 6,800 35,437 60016 Intersection Safety/CapacitylEnhancements 190 2,000 2,000 2,090 2,000 8,190 60146 TMC Relocation Fund(310) 300 300 60172 Traffic Ops EnhancementslSlgnals 711 740 740 740 740 3,671 60183 Sign Retroreflectivity Requirement 200 200 50 50 50 550 60130 Wall/Barrier Replacement 450 450 450 450 450 2,250 60163 Traffic Studies 100 100 100 100 100 500 60118 Countywide Pathways/Sidewalks Non PILILAP 250 250 250 250 250 1,250 69061 Pathways/Sidewalks Bike Lanes/Repairs - - - - - Transit Enhance/Operations(Transfer to CATT) 1,634 2,000 2,000 2,000 2,000 9,634 90128 Llmerock Road Conversion 300 300 300 300 300 1,500 60131 Road Resurfacing 111 3,800 3,000 3,250 3,250 2,000 15,300 60077 Road Refurbishing(includes striping) 150 800 BOO 800 2,550 60178 Vanderbilt Drive Improvements 200 200 Subtotal Operations Improvements/Programs 16,372 15,990 16,740 16,740 15,490 81,332 60003 Marco Island/Asset Mgmt/Planning 1,750 1,750 750 750 750 5,750 --", 60171 Multi Project 50 50 50 50 200 Transfers to other funds(312) 3,113 3,000 3,000 3,000 3,000 15,113 Impact Fee Refunds 200 400 400 400 400 1,800 Debt Service Payments 13,143 13,137 13,137 13,137 13,137 65,691 Total Funding Request All Funds 63,675 51,688 43,950 44,350 43,300 246,963 REVENUES Impact Fees/COA Revenue 9,000 9,300 9,500 9,900 10,100 47,800 Unforecasted Impact fees from FY 14 DCA 90D 900 Gas Tax Revenue 18,500 18,500 18,500 18,500 18,500 92,500 Grants/Reimbursements 1,488 8,188 - 9,676 Transfer In Interest Fund 313 Gas Tax 128 200 200 200 200 928 Interest impact Fees 210 200 200 200 200 1,010 Transfer In from Fund 111 2,427 3,300 3,550 3,550 2,300 15,127 General Fund Transfer 001 14,560 12,000 12,000 12,000 12,000 62,560 General Fund Transfer TMC Center 300 300 Revenue Reduction(Less 5%Required by Law) (1,443) (1,443) Total 5 Year Revenues 46,070 51,688 43,950 44,350 43,300 229,358 Beginning Carry Forward 17,605 17,605 (Fiscal Year Surplus/(Shortfall) - - - - - - Fiscal Year Carry Forward - - - - `Cumulative Fiscal Year Balance Surplusl(Shortfail) - - - - - ' " GRANT FUNDING SUMMARY FY16 FY17 FY18 FY19 FY20 66066 Bridges 1,362 8,188 Total Grants 1,362 8,188 0 0 0 Notes: Key: , 1)Expenditures:Based on current cost estimates. 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I- g' N y ¢ (9 rc C E o a C C9 C9 C9 (9 U F a i r r C w 3 u °_ a.9 o E AIIIIMIIIIIIMIIIIMMIIONIM z m y IS IS� R E E v p o N oo o q N 15 ATTACHMENT H �� Bridge at 47th Ave. NE e ( LEE COUNTY IMMOKALEE RD E---_ Projected Failure 2017 Logan Blvd N. PD&E Programmed Projected Projected (By Others) I Projected (FY2019&FY2020) Failure 2019; Failure 2024 An. Failure 2022 BONITA BEACH R• Pursue State Funding -MIR Northwest TCMA Immokalee/951 1r' j Projected u / . Intersection(2015/16) Failure 2025; `' � Tree Farm/Woodcrest Northwest TCMA OIL WELL RD - `1i/4V4 /1 75 (By Others) j . , �� Projected Projected RANDALL BLVD Failure 2023; Failure 2023; wre� 7 :i� 1Y" ' Immokalee Rd& Northwest TCMA fj � J Pristine Dr.& J Rd(By Others) Randall Intersection ;,r.wrap* /Jf, I PD&E Underway pr . A. a P ..• .:ILT z, ,, Projected ��,��►,,��,, EACH RD EXT. N j Failure 2023; g �►�i ; RD m 3 m`Northwest TCMA Orr r z O Construction j m GOLDEN GATE BLVD o Programmed 720w w 4-lane 11111. LL r" �f= � \.o Under Construction Projected . " Bridges at 8th St.NE& Failure 2019; •/ 1-75, r - 16th St.NE East Central TCMA 1 ' AS 6-laning IP Under Construction Part of East Central TCMA ��'• ��r�/�►�� RADHT/��' Wilson/Blackburn - — 1-75_ __ Projected Failure 2025 �4•Avis! „ K (By Others) / •` • Projected Failure 2024; z, East Central TCMA Projected j ,- oo o Failure 2023; ��; �� c-, 4 m East Central TCMA „� 9y� ATTI.ESNAKE Projected Failure 2021. l`JN 9yT HAMMOCK RD -'1' Widen to 6-Ln;PD&E Funded(15/16) r ° Pursue State Funding Projected Failure 2022 South US 41 TCEA City Gate Blvd. N. (By Others) Multi-lane Under Construction At-Grade Improvement L.._ Under Construction "IIa' V I r9 N \ 5 9 \I `°S' '��rR� W+E.,�0 P INSET MAP .,\ s ,�-" 1 a Legend goo- t) ['-JL l s1 ■Existing Deficiency r f`� .,-.--?At,_; Projected Deficiency<5 Years Projected Failure 2023: - / widen to 4-Ln;MPO Priority 0 ( ' . °ti'ci 015:4-`2 r) — Projected Deficiency 5 to10 Years to State SIS Funding; c l » Pursue State Funding LOX F. �� Ah \?\ 1 Capacity Enhancement Project I g -. �hA°Ce s" � i' ,44,- ,1 1 '� ,� , , �i 1 /2//, TCMA/TCEABoundary • i fP .t.4 PROJECTED COLLIER COUNTY DEFICIENT ROADS Growth Management Department Transportation Planning 0 1 2 4 B FY 2015 - FY 2025 Mlles 16 0 _ > c O V' V' O t- CO N Cal r V' O) O O) co O O r co co (D M N 01 N N O N V• 0O O r' 0 CO T • V' (o O m Cn to M W V' M CD• . 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(SEE c c 7 J o J c 1- F F 1 I- c > > > fU It c 0 c F C a = 0 O � N O r N re 0 3 d O O O O O O 7 r O r N O O r r o O O O O O N o d a N _ ,E. co co CA O o o O O (y O co V 7 Oi 7 N N CO cO d' Vi (t O N N r :7 P t D O 0 r r r r r r r r r N N N N CO Ut V V 4 6 (D ID CD CD CD N V .0 CO r r 0 c < o 1- 0 Z 18 Attachment J FY15 Activity Report on continuing Projects under Contract/DCAIAdvanced Construction (Dollars shown in Thousands) Project FY15 Number SUMMARY OF PROJECTS BY NAME Amount 60040 Golden Gate Blvd Wilson to 20th 22,716 68056 Collier Blvd (Green to Golden Gate Blvd) 23,114 61001 Tree FarmlWoodcrest 1,229 60116 US 411CR 951 18,863 Total 65,922 **As of 7131115 19 COUNTY STORMWATER MANAGEMENT SYSTEM CONTENTS • COUNTY STORMWATER MANAGEMENT SYSTEM - SUMMARY • EXISTING CANAL SYSTEMS AND CONTROL STRUCTURES - OVERVIEW • COUNTYWIDE STORMWATER CANAL SYSTEM-MAP • COUNTYWIDE STORMWATER CONTROL STRUCTURES- MAP • PROPOSED STORMWATER MANAGEMENT 5-YEAR WORK PROGRAM • STORMWATER MANAGEMENT PROJECT DESCRIPTIONS • STORMWATER MANAGEMENT PROJECT LOCATION MAP • ATTACHMENT A: STORMWATER MANAGEMENT PROJECT PLANNING PROCESS • ATTACHMENT B: SYSTEM INVENTORY AND GIS DATABASE REPORT • ATTACHMENT "C": TABLES TABLE 2 - CURRENT CANAL SYSTEM INVENTORY TABLE 3 - CANAL AND DITCH CONDITION RATING SYSTEM TABLE 4- CURRENT CONTROL STRUCTURE INVENTORY TABLE 5 - CONTROL STRUCTURE INSPECTION RATING SYSTEM Collier County 2015 Annual Update and Inventory Report on Public Facilities 21 2015 AUIR STORMWATER MANAGEMENT SYSTEM FACILITIES SUMMARY Facility Type: County Maintained System of Stormwater Management Canals & Structures (Category A) Level of Service (LOS) Standard: Varies by individual watershed System Maintained By Collier County: Based on current Collier County GIS Database Existing Major Canals 112 Miles Proposed Reconstruction/Additions within 5-Year Planning Period 5.1 Miles Existing Water Control Structures 58 Proposed Additional Structures within 5-Year Planning Period 6 Stormwater Program Summary FY 2016 thru FY 2020 Recommended Work Program $ 23,756,000 Recommended Operating Costs $ 5,477,000 Interest/Misc $ 151,000 Recommended Revenues $ 29,384,000 Five-Year Surplus or(Deficit) $ 0 1. Existing Revenue Sources FY 16-20 General Fund (001) $ 7,750,000 MSTU General Fund (111) $ 20,060,000 Big Cypress Basin (BCB) Grant $ 937,000 Dep. of Environmental Protection (DEP)Grant $ 375,000 Interest/Misc $ 180,000 Carry forward $ 92,000 Less 5% required by law $ (10,000) Total $ 29,384,000 2. Supplemental Revenue Sources None Required Recommended Action That the BCC direct the County Manager or his 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 prioritized by the Stormwater Project Prioritization Process in the next Annual CIE Update and Amendment with the application of revenues as outlined in the Program Revenue section of Table 1; and that it approve the proposed 2015 Stormwater Management System AUIR and adopt the CIE Update for FY2015/16— FY2019/20. 23 EXISTING MAJOR CANAL SYSTEMS AND CONTROL STRUCTURES Currently, the County maintains 112 miles of canal (including ditches) and 58 stormwater control structures. Figures 1 and 2 show the locations for all major canals (including ditches) and stormwater control structures maintained by the County, respectively. Table 2 and Table 3, shown in Attachment C, identify all canals and ditches, and control structures maintained by the County, respectively. Each control structure (Table 3) has an overall condition rating based on a 2012 evaluation. The condition of the structure is based on two types of inspections: Structural and Civil. The overall condition rating ranks from C-1 (no action needed) to C-5 Critical (repair or replacement needed immediately). The ratings are based on identified deficiencies and the potential resulting impact. Table 4 explains each rating. Design of three (3) structure replacements is currently underway and reflected in the current work program and the proposed 5-year work program. 24 N =,ui ' aa� d mE N E , .r_- vm co p8° a a0 n C m y V T, N R 0 m CO m W 1 C 0) V C d+ O 0 € ` U i 4+ a C o — m N ra'a co E m at c U c L a In 3 m d .._..__..� 3N11 A.Nf10J O C g v- N CO '4' U) I V O LL c •U_ N 0 U U) 0 C 0 co D 0 0 0 0 0 L _ E ! `I O u) N 6z as 0 (a aL :.A iSLS 0 ' g i (1) E. E 3 y B O , L O I OA19 0.OS3[J S OA/IB 010530 o ■ J 0 a N OAl9 53051053P 3 `•`i S GA19 530V1993A3 1 E C) [ o D HI I CO U ( `{ ' lC TO L t 1 N 0A191NOS 3M 0 i j! 1 L o m U W �� 3 .P E o- o P p L A- _.0A'E 830 03 O J CO K 63 11111111111111, '. IIIII 7 AN:' -''s \ . .'C V ..�05 L " a N „ I 1 ) SV 4 O lt.... A) r t' NON)INVb t.•pt- i•31 .1111a I •• ■�� NI IWVIWb1 N IS H16 h.. 'J0 30 NVA ^- �-• :-.7 0) 1 25 Collier County Major Stormwater Control Structures -- Err i 1 ■ °-- cep 1.--1 I 1.GIN PAT BO ) { ° OIL WE 1 RU `., 1:5; iro RANDALLBLVOi L, [ 1 11TH AVE IMMOE.AI Ft Fp _1 w„. _,,, ,. a3. Q 4� 1 z I .-. - - - -• NigABBt tA.f �_ --o J O i :: a GOLDEN GATE BLVD W 3 GOLDEN GAE BLV❑F JJJ Yi ,, v� E t2J �` l., t PINT MIDGE RU - O I iIIEENBIV _ Legend 4 p s e s County maintained �., f '” GOLDEN EPkVJY Weir-AMIL Gate o ® Tide Valve- Flap Gate PA r m i Ai Weir- Fixed Stage 4 7 ` ' �' DAVIS BLVD r-Nig ti 1 Flashboard ° A Slide Gate ;.7,.:41,-,--Y:';`:„,i-<" . ‘f 40•\ A! m ATSN E tjN MUC U O Spreader " Proposed Control Structures New Weir � . i Commissioner District Boundaries ii District 1 District 2 .v District 3 i 1 I District 4 L_ I District 5 '‘' Prepared by Stormwater PIann ng SectioA Collier County�ovemment (Last Revision 08/07/15) . �"-: Map based on current llier Count Stormwater GIS Database Figure 2: Collier County Major Stormwater Control Structures 26 2015 AUIR FACILITY SUMMARY FORM - Stormwater Management Facility Name: Maintained System of Stormwater Management Canals & Structures (Category A) Table 1: FY16 - FY20 Plan Year 1 2 3 4 5 5-Year Fiscal Year FY 16 FY 17 FY 18 FY 19 FY 20 Totals Proj.No.Current Multi-Year Commitments , 51018 Gordon River WQ Park Monitoring and Main. 25 M 25 51101 LASIP 937 C 50 M 50 M 50 M 50 M 1,137 51144 Stormwater Feasibility and Preliminary Design 227 P 300 P 300 P 300 P 300 P 1,427 60121 NPDES MS4 Program 132 P 150 P 150 P 150 P 150 P 732 Infrastructure Maintenance Projects 51029 GG City Outfall Replacements 500 C 1,200 DC 1,700 DC 1,700 DC 5,100 51803 Gateway Triangle Improvements 100 RD 100 C 200 60094 Secondary System Repair 43 M 100 M 100 M 100 M 100 M 443 60124 Eagle Creek Weir Replacement 350 C 350 60103 Halderman Creek Weir Replacement 500 A 500 C 1,000 60119 Pine Ridge Canal Weir 1 Replacement 894 C 894 System Capacity Projects 60122 Vanderbilt Drive Swale Rehabilitation 1,200 C 1,200 60143 Immokalee Stormwater Imp 200 D 200 D 200 D 200 D 200 D 1,000 60139 Naples Park 110th Ave N-107th Ave N 1,388 C 1,388 60142 Ridge Street(3) 400 DC 400 TBD Naples Park Swales(Coord w Utilities)(1) 1,600 DC , 1,600 DC 1,600 DC 1,600 DC 6,400 TBD Cooper Drive(4) 500 DC 500 TBD Lely Branch New Weir 220 DA 220 Watershed Management Plan Projects 60127 North Golden Gate Estates Flowway Restoration* 200 PA 195 PA 215 PA 200 PR 200 PR 1,010 TBD North Belle Meade Spreader Swale* 115 D 115 DAR 230 Water Quality Improvement Projects 60102 Gordon River Ext.(7) 100 D 100 Total Projects 6,096 4,415 4,415 4,415 4,415 23,756 Reserves 11 35 35 35 35 151 Stormwater Operating(Fund 324) 897 1,145 1,145 1,145 1,145 5,477 Total Program Cost 7,004 5,595 5,595 5,595 5,595 29,384 Denotes projects that must still undergo detailed planning,coordinating,and matching fund efforts with SFVVMD/BCB (#)Denotes project ranking based on current prioritization process P=Planning, D=Design&Permitting, R=Right-of-Way Acquisition, C=Construction,M=Maintenance/Monitoring,A=Advance Funding Notes: 1.All numbers are in thousands of dollars. 2.2016 outlay actual budget proposed,subsequent years proposed/estimated&subject to change. Program Revenue(Fund 325) Plan Year 1 2 3 4 5 5-Year Fiscal Year FY 16 FY 17 FY 18 FY 19 FY 20 Totals Trans fm 001 1,550 1,550 1,550 1,550 1,550 7,750 Trans fm 111 Unincorporated 4,012 4,012 4,012 4,012 4,012 20,060 BCB/LASIP 937 937 DEP/Naples Park 110th Ave-107th Ave 375 375 BP/Restore Act TBD TBD TBD TBD TBD TBD Interest/Misc 40 35 35 35 35 180 Neg 5%Revenue Reserve (2) (2) (2) Carry Forward 92 92 Total Program Revenue 7,004 5,595 5,595 5,595 5,595 29,384 27 FY 16—20 PROJECT DESCRIPTIONS Current Multi-Year Programs 1. Gordon River WQ Park (Freedom Park) (P/N 51018) Maintenance and Monitoring - Recurring maintenance efforts of the man-made wetlands & filter marsh stormwater treatment train; collection and laboratory analysis of surface water intake and discharge samples for water quality treatment monitoring, tracking the effectiveness of the system. 2. LASIP (P/N 51101) Major improvements to the Lely Canal, Lely Branch Canal, and Lely-Manor Canal Systems in the East Naples area. Construction of the last three (3) segments, of the original 27 component project which began in 2006, will begin in FY16. Efforts are currently underway to extend the Environmental Resource Permit issued jointly by the US Army Corps of Engineers and the South Florida Water Management District. After project's overall completion, recurrent maintenance will be required to monitor and assure its effectiveness. 3. Stormwater Planning (P/N 51144) Long range strategic planning for future program progression, capital improvement project identification and prioritization, specific basin issue evaluation and funding appropriation analysis. Individual Project Feasibility Studies will be funded from this Project and guided by the project ranking criteria established the Planning process identified in Attachment A. 4. NPDES MS4 Program (P/N 60121) — Continued development of and compliance with the federally mandated National Pollutant Discharge Elimination System (NPDES) permitting program for the County operated Municipal Separate Storm Sewer System (MS4). Infrastructure Maintenance Projects 5. Golden Gate City Outfall Replacements (P/N 51029) Sequential replacement including planning, design and construction of antiquated system of stormwater structures and outfall pipes located within the public right-of-ways and drainage easements of an existing, four square mile, developed area known as Golden Gate City. 6. Gateway Triangle Improvements (P/N 51803) The construction of the pond and pump station have been completed. The pumping station is designed to discharge treated stormwater runoff to two different locations: one south of US 41, and one into a new stormwater system along the west side of Brookside Drive north of Davis Blvd (north outfall). Currently, the north outfall is closed; and a study is being done to simulate future conditions of the Brookside waterway with the north outfall operational. 7. Secondary System Repair(P/N 60094) Planning and execution on an as-needed or contingency basis of unexpected necessary system infrastructure repairs or replacements; These efforts are characteristically slightly more complex than typical operation and maintenance repairs, needing some basic planning, permitting, design and construction oversight. 28 8. Eagle Creek Weir (P/N 60124) Due to documented structural and mechanical deficiencies as well as operational and maintenance issues (2012 CH2MHill Report), this project has been initiated to first evaluate the existing conditions of the basin, verifying peak discharge rates and stages, and based on findings, recommend the degree of necessary remediation —weir mechanism replacement. Currently, design is being developed. Subsequent efforts will include permitting and construction. 9. Halderman Creek Weir Replacement(P/N 60103) Due to documented structural and mechanical deficiencies as well as operational and maintenance issues (2012 CH2MHill Report), this project has been initiated to first evaluate the existing conditions of the basin, verifying peak discharge rates and stages, and based on findings, recommend the degree of necessary remediation —structure replacement. Currently, design is being developed. Subsequent efforts will include permitting and construction activities necessary for weir replacement.. 10. Pine Ridge Canal Weir Replacement (P/N 60119) The weir has current documented structural and mechanical deficiencies as well as operational and maintenance issues (2012 CH2MHill Report). This project is being initiated to first evaluate the existing conditions of the basin, verifying peak discharge rates and stages, and based on findings, recommend the degree of necessary remediation. Subsequent efforts will include design, permitting and construction activities necessary for weir replacement. System Capacity Projects 11, Vanderbilt Drive ( Coordination w/ Public Utilities— P/N 60122) This project is to include the reconstruction of the roadside swale along the east side of Vanderbilt Drive adjacent to Naples Park, and within the Conner's Sub-division (west of Vanderbilt Drive).Design has been completed. Construction expected to begin in FY1. 12. Immokalee Stormwater Improvements (P/N 60143) Project is to fund future design cost for Lake Trafford Road Stormwater Improvement which is part of the Immokalee Master Plan. 13. Naples Park Swales (Coord. W/ Utilities) (P/N TBD) In coordination with the Utilities Division water main and possibly sanitary sewer collection system replacements, this potential project is consideration of roadside swale reconstruction in conjunction with utility replacement work, should funds become available; includes all east-west streets in the Naples Park Subdivision. 14. Ridge Street The center section of Ridge Street, located between US 41 and Goodlette Road just south of the High Point community, has no stormwater collection and conveyance system. The lack of any stormwater management system, coupled with the low lying topography has created a documented area of chronic street and yard flooding during most rainy seasons. Staff considers that one possible remedy is the installation of basic stormwater runoff collection and conveyance system located within existing right of way. A feasibility analysis has been completed. 21 15. Palm Springs Outfall Improvements (P/N TBD) Upgrades are necessary to one remaining, unimproved section of the surface water management conveyance system for the Palm Springs area. Easements and existing ditch improvements are necessary for an approximately 1,000 foot-long section. 16. Cooper Drive The eastern section of Cooper Drive experienced street and yard flooding during the 2013 rainy season near the intersection of 14th Street North. A preliminary assessment determined that conveyance of stormwater runoff through existing culverts located within the road right of way may be restricting flow to the outfall — the ditch along the west side of Goodlette Frank Road. A feasibility analysis has been completed. 17, Lely Branch New Weir Project is to include the construction of a new weir just north of Rattlesnake Hammock Road to maintain historic dry season water levels in the area without reducing the conveyance capacity of the newly improved system —Lely Branch Canal. A feasibility analysis has been completed. Watershed Management Plan Projects 18. North Golden Gate Estates Flowway Restoration (AKA GGWIP) (P/N 60127) This project is to develop and implement actions to manage water management system strategies with high potential for overarching impact to Collier County in accordance with the Collier County Watershed Management Plan. 19. North Belle Meade Spreader Swale (P/N TBD) Further development of plans to redirect an appropriate amount of flow from the Golden Gate Main Canal into the North Belle Meade area providing environmental benefit for Naples Bay and the wetlands of North Belle Meade, increased ground water recharge improving the neighboring public water supply well field sustainability. Water Quality Improvement Projects 20. Gordon River Ext. Burning Tree Drive Diversion (P/N 60102) This effort is the evaluation phase of a potential project which may result in the diversion of additional surface water flow into areas adjacent to the Gordon River Extension to provide additional water quality treatment prior to discharge into the Gordon River. 30 c to N N G Y U re V 0 Q9� ti C E .c a/ 7 .�., a+ a7 N Q7 '�. pa* a O` E coi 0 a) V 3 m O 16 a, c c al m Ti 8> s. E �. 30 1n D• A 3� N aci E E 1O a) ,_ 3 > y E' 3 5z as dsusrN m n. @ U E m E c m E m o a1 .� y d c y rn n 0, N V a5 w (n 3 c aEi _ m ate. w € °o c N -0 O` Toc w o ,In — c ?� 0 c > o U O c 0 d Q w G C a° - m 0 d z 0 a� w c IA 0> • C c d � ? 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M N re 11.1 11111(13 Nvn k,.O ,. u u= Cr) "..► t. 31 Attachment "A" COLLIER COUNTY STORMWATER MANAGEMENT PROJECT PLANNING PROCESS Objective: To adequately identify and prioritize stormwater management projects to include in the County's AUIR/5-year Plan and Budgeting process. Purpose: To provide the Board County Commissioners with a general outline of the ongoing Project Planning and Prioritization Process. Considerations: On December 13, 2011, the BCC approved the County Watershed Management Plan and a Surface Water Management Business Plan. The Business Plan serves as a strategic guide for future Stormwater Management program progression and funding analysis decisions. Guiding principles from this Business Plan have been used in developing the Stormwater Planning Program's AUIR/5-year Plan and Budget Process. The goal of the Stormwater Management Project Planning Process is to identify and prioritize projects for which feasibility studies will be performed. Studies will then be used to rank the projects for eventual funding and construction within the County's AUIR/5-year Plan and annual budget process. The Feasibility Studies will also provide staff with better project cost estimates for preparing budget requests. Input from external stakeholders will also be used to recommend projects for the AUIR/5-year Plan. Plan Elements: ➢ Potential Project Database Staff has developed a Comprehensive Stormwater Needs database that contains all potential future stormwater improvement, ecological restoration, land acquisition and storage reservoir. Projects are provided from three main sources: customer complaint database, staff knowledge and Planning Studies. This database is periodically updated to reflect new information as projects are implemented and sources provide new potential projects. ➢ Project Profiles Staff selects potential projects from the database to gather detailed information to develop Project Profiles. Project Profiles are based by first determining the Objective of the Project, Benefit Area and Preliminary Conceptual Cost. Once those three basic items are defined, staff can provide information regarding affected acreage and population, per parcel cost, per acre cost, per capita cost, and per$1,000 of assessed value cost. A narrative explaining the objective, purpose and needs of the project is also provided in the Project Profile. As of 08/24/2015, staff has developed 15 draft project profiles. ➢ Scoring Committee and Project Ranking Criteria A Stormwater Planning Process Committee has been established to review and score the Project Profiles. The seven (7) committee members, all county staff, come from different departments such as Stormwater, Comprehensive and Floodplain Management Planning, 32 Engineering, Road Maintenance, and Pollution Control. Scoring is based on four major aspects: Health and Safety, Project Feasibility, Project Support, and Environmental Benefits. > Feasibility Studies Top ranked Project Profiles are selected for Feasibility Studies which provide more detailed and secured information regarding the project's cost, life, and stages. Project Profiles are updated with information from the feasibility studies. The Scoring Committee has ranked ten projects; some current and ongoing, and some conceptual projects. The ranking and evaluation process and input from the committee has been deemed extremely useful and valid. As such, ranking information is considered and utilized in this current AUIR/5-year Plan. 33 Attachment"B" SYSTEM INVENTORY AND GIS DATABASE REPORT Objective To maintain a complete and current inventory of all existing county maintained stormwater and surface water management system assets. Purpose To provide the Board of County Commissioners with an update on progress made to date with establishment of the Stormwater Management System Inventory GIS Database Considerations: For the past four years staff has been identifying existing stormwater management assets and sequentially building the stormwater management system geodatabase. The database currently includes 100% of the main canals and ditches and water level and flow control structures and 90% of the arterial roadway drainage infrastructure. Several hundred miles of collector and minor roadway swales, culverts and inlets are yet to be added to the dataset. They represent the majority of stormwater assets maintained on a day to day basis. All of the water control structures are field verified and have conditional ratings. Field verification is ongoing for the arterial roadway stormwater management infrastructure. Current data collection is being coordinated with Operation and Maintenance staff (O&M) activities to the greatest extent possible. When data collection technicians log entrees associated to geodatabase objects in advance of a scheduled O&M activity, subsequent O&M activity entrees can then be associated to geodatabase objects. In this way, a work history for each asset is created that is now associated to geodatabase objects. Creating a work history for each asset can result in high level reporting such as required by the state for the County National Pollutant Discharge Elimination System Municipal Separate Storm Sewer System (NPDES MS4) Permit, Permit # FLRO4E037. Some examples are pesticide sprayers accounting for chemical usage including location and acreage and sediment removal tied to asset type (inlet, culvert, swale). Other information being collected and added to the database includes information collected during the right of way permitting process, roadside assets in neighborhoods, roadside improvements completed as part of a neighborhood stormwater improvements, remedial work or existing condition assessments (surveys), roadway outfalls to canals or tidal waters, secondary county roadway swales, culverts, inlets and manholes including all Golden Gate Estates roads and the urban county roads, and outfalls from private developments discharging into the county maintained system. The existing Stormwater Management System Inventory GIS Database is substantial, functioning, and has become an important tool used daily by O&M staff as well as Stormwater Planning staff. All the data, maps and asset tables produced for this AUIR were generated using the database. The database is being used to capture information that is essential for mandated reporting to the state as part of the County's NPDES MS4 Permit requirements, as well as reporting for the County's participation in the National Flood Insurance Program Community Rating System (NFIP CRS). The effort to complete the database is ongoing and will continue for several more years. Updates will continue perpetually. 34 Attachment"C" Table 2 -Current Collier County Canal System Section ID Facility Name Length(Ml) ARN-01-00005 Four Seasons Perimeter Ditch 0.385974 ARN-01-00015 Four Seasons Perimeter Ditch 0.520813 ARN-01-00025 Four Seasons Perimeter Ditch 0.67904 ARN-02-00005 Four Seasons Perimeter Ditch 0.034687 ARN-02-00015 Four Seasons Perimeter Ditch 0.002048 ARN-02-00025 Four Seasons Perimeter Ditch 0.187006 ARN-02-00035 Four Seasons Perimeter Ditch 1.011842 ARN-02-00035 Four Seasons Perimeter Ditch 0.014782 ARN-03-00005 Four Seasons Latera Ditches 0.051086 ARN-04-00005 Four Seasons Latera Ditches 0.055335 ARN-05-00005 Four Seasons Latera Ditches 0.048088 ARN-06-00005 Four Seasons Latera Ditches 0.053851 ARN-06-00015 Four Seasons Latera Ditches 0.05446 ARN-07-00005 Four Seasons Latera Ditches 0.053211 ARN-07-00015 Four Seasons Latera Ditches 0.056783 ARN-08-00015 Four Seasons Latera Ditches 0.057443 ARN-09-00005 Four Seasons Latera Ditches 0.052669 ARN-09-00015 Four Seasons Latera Ditches 0.017708 ARN-09-00035 Four Seasons Latera Ditches 0.022291 ARN-09-00045 Four Seasons Latera Ditches 0.04838 ARN-11-00005 Four Seasons Latera Ditches 0.049312 ARN-11-00015 Four Seasons Latera Ditches 0,022974 ARN-12-00005 Four Seasons Latera Ditches 0.053111 ARN-12-00015 Four Seasons Latera Ditches 0.046477 ARN-12-00035 Four Seasons Latera Ditches 0.023752 ARN-12-00045 Four Seasons Latera Ditches 0.051847 ARN-13-00005 Four Seasons Latera Ditches 0.048829 ARN-13-00015 Four Seasons Latera Ditches 0.051594 ARN-14-00005 Four Seasons Lateral Ditches 0.040537 ARN-14-00015 Four Seasons Latera Ditches 0.021511 ARN-14-00045 Four Seasons Latera Ditches 0.017534 ARN-15-00005 Four Seasons Latera Ditches 0.052277 ARN-16-00005 Four Seasons Latera Ditches 0.051046 ARN-16-00015 Four Seasons Latera Ditches 0.024162 ARN-17-00005 Four Seasons Latera Ditches 0.049664 ARN-17-00015 Four Seasons Latera Ditches 0.023999 ARN-18-00005 Four Seasons Latera Ditches 0.051911 ARN-18-00015 Four Seasons Latera Ditches 0.017398 ARN-20-00005 Four Seasons Latera Ditches 0.056789 ARN-21-00005 Four Seasons Latera Ditches 0.049621 ARN-21-00015 Four Seasons Latera Ditches 0.053363 ARN-22-00005 Four Seasons Latera Ditches 0.042084 ARN-22-00015 Four Seasons Latera Ditches 0.038992 BRC-00-C0300-1 SR 29 Canal(Barron River) 0.018938 BRN-00-C0005-1 Barron River North Canal 0.01889 BRN-00-00105 Barron River North Canal 0.311422 BRN-00-00115 Barron River North Canal 0.420304 BRN-01-00015 lmmokatee Airport Perimeter Canal 0.734004 BRN-01-00025 Immokalee Airport Perimeter Canal 0.149202 BRN-01-00035 Immokalee Airport Perimeter Canal 2.678074 BRN-02-00005 Immokalee Airport Perimeter Canal 1.370284 BRN-04-00005 BRN-04-00005 0.222688 BRN-04-00005 BRN-04-00005 0.019707 BRN-05-00005 BRN-05-00005 0.136226 C4C-00-00045 Eagle Creek Canal 0.155822 C4C-01-00005 Wing South 1.449333 C4C-02-00005 Skyway Drive 0.366944 C4C-02-00015 Skyway Drive 0.031178 C4C-02-00025 Skyway Drive _ 0.317787 CCB-01-00025 Twin Eagles Ditch 1.110466 CCB-01-00035 Twin Eagles Ditch 0.11828 CCB-01-00045 Twin Eagles Ditch 0.872932 CCB-02-00005 Twin Eagles Ditch 1.019699 CCB-03-00005 Twin Eagles Ditch 0.373447 CCB-05-00025 Corkscrew Sanctuary Ditch 0.073089 CCB-07-00005 Corkscrew Sanctuary Ditch 1.028613 CRB-05-00005 Encore Way Outfall 0.228364 CRB-05-00015 CRB-05-00015 0.016128 �--..., CRB-05-00025 CRB-05-00025 0.011599 CRB-05-00045 CRB-05-00045 0.019777 35 Section ID Facilit Name Len. h MI CRB-05-50035 CRB-05-S0035 0.003544 CRB-06-00015 Encore Wa Ouffall 0.098929 CSB-04-00005 CSB-04-00005 0.402885 CSB-05-00045 Corkscrew Slough 0.763491 D1C-00-00005 Lambert Canal 0.115269 D1 C-00-00015 Lambert Canal 0.010634 D1C-00-00025 Lambert Canal 0.01521 D1C-00-00035 Harve Canal 0.847719 DIC-00-00045 Harve Canal 2.162958 D1C-00-00055 Harvey Canal 0.002794 D1C-01-00005 D1C-01-00005 0.004655 D1C-01-00015 D1C-01-00015 0.020543 D1C-01-00025 D1C-01-00025 0.892831 D2C-01-00005 Napa Ditch 0.131833 D2C-01-00035 D2C-01-00035 0.197943 D2C-02-00005 Oaks/Vanderbilt Canal 0.082921 D2C-02-00015 Oaks/Vanderbilt Canal 0.894608 D2C-03-00005 Wyndemere south outfall 0.797831 D2C-04-00005 Livin.ston Woods Outfall 0.918175 D2C-06-00005 Oaks/Vanderbilt Canal 1.372055 D2C-06-00025 Oaks!Vanderbilt Canal 0.243098 02C-06-00035 Oaks/Vanderbilt Canal 0.303451 02C-07-00035 D2C-07-00035 0.909402 D2C-08-00005 D2C-08-00005 0.231502 D2C-08-00015 D2C-08-00015 0.244571 D2C-08-00025 D2C-08-00025 0.227313 D2C-08-00035 D2C-08-00035 0.101702 02C-08-00045 02C-08-00045 0.078059 D2C-09-00005 D2C-09-00005 0.013215 Davis Davis 0.058785 Davis Davis 0.048571 EBC-00-00005 Coca East Outfall 0.001951 EMC-02-00025 Desoto Ditch 1.060209 EMC-02-00035 Desoto Ditch 0,986794 FKC-04-00005 Desoto Ditch 0.810357 FKC-04-00015 Desoto Ditch 0.214576 '-, GCB-00-00035 Sunrise Canal 0.732702 GCB-01-00005 Neptune Canal 0.592643 GCB-02-00005 Hunter Canal 0.556789 GCB-02-00015 Hunter Canal 0.344261 GCB-03-00005 Tahiti Canal 0.193143 GCB-04-00005 Lucerne Canal 0.210898 GCB-05-00005 Sunset Canal 0.183514 GCB-06-00005 Sunshine Canal 0.367158 GCB-06-00015 Sunshine Canal 0.38425 GCB-07-00005 Serenade Canal 0.119812 GRE-00-00013 Gordon River 0.003467 GRE-00-00015 Gordon River 1.004336 GRE-00-00015 Gordon River 0.163753 GRE-00-00015 Gordon River 0.446735 GRE-00-00025 Forest Lakes West Side 0.676706 GRE-00-00025 Forest Lakes West Side 0.062799 GRE-00-00025 Forest Lakes West Side 0.302262 GRE-00-00025 Forest Lakes West Side 0.038162 GRE-01-00015 GRE-01-00015 0.02215 GRE-01-00025 Goodlette Rd.Pine Ridge to GG Blvd. 0.047951 GRE-01-00035 Goodlette Rd.Pine Ridge to GG Blvd. 0.061413 GRE-01-00045 Goodlette Rd.Pine Ridge to GG Blvd. 0.071995 GRE-01-00055 Goodlette Rd.Pine Ridge to GG Blvd. 0.199451 GRE-01-00065 Goodlette Rd.Pine Rid.a to GG Blvd. 0.298485 GRE-01-00075 Goodlette Rd.Pine Ridge to GG Blvd. 0.133844 GRE-01-00085 Goodlette Rd.Pine Ridge to GG Blvd. 0.262649 GRE-01-00095 Goodlette Rd,Pine Ridge to GG Blvd. 0.429405 GRE-01-00105 Goodlette Rd.Pine Ridge to GG Blvd. 0.452232 GRE-01-00105 Goodlette Rd.Pine Ridge to GG Blvd. 0.061318 GRE-01-00115 Goodlette Rd.Pine Ridge to GG Blvd. 0.268141 GRE-01-00125 Goodlette Rd.Pine Ridge to GG Blvd. 0.00583 GRE-01-00135 Goodlette Rd.Pine Ridge to GG Blvd. 0.112256 GRE-03-00005 Wilderness Ditch 0.493422 GRE-04-00005 Poinciana Village(Estuary Canal) 0.251148 GRE-04-00015 Poinciana Village(Coach House Lane) 0.259674 GRE-04-00025 Poinciana Village 0.975678 GRE-05-00005 Poinciana Village 0.645013 GRE-07-00005 GRE-07-00005 0.181536 36 Section ID Facility Name Length(MI) GRE-08-00005 Forest Lakes South Side 0.082221 GRE-08-00005 Forest Lakes South Side 0.392113 GRE-17-00005 GRE-17-00005 0.695359 GRE-51-00005 Bally Lane Ditch 0.120684 GRE-52-00005 Bally Lane Ditch 0.035684 GTB-05-00005 GTB-05-00005 0.099587 GTB-05-00005 Manorca Street Swale 0.050151 GTB-05-00015 Manorca Street Swale 0.02876 GTB-14-00005 Village Plaza Ditch 0.108553 NCB-00-00005 Haldeman Creek 0.562943 HCB-00-00015 Haldeman Creek 0.039374 HCB-00-00025 Haldeman Creek 0.016697 HCB-00-00035 Haldeman Creek 0.049818 HCB-00-00045 Haldeman Creek 0.209452 HCB-00-C0075-1 Haldeman Creek 0.048763 HCB-00-00115 Haldeman Creek 0.286776 HCB-00-00125 Haldeman Creek 0.121214 HCB-01-00005 Lake Kelly Outfall 0.566819 HCB-02-00005 Sugden Park(Lake Avalon) 0.02594 _HCB-02-00045 United Telephone Ditch 0.044287 HCB-03-00005 Lake Kelly Outfall 0.333704 HCB-07-00005 Guilford Rd. 0.426292 HCB-08-00005 Guilford Rd. 0.30094 HCB-09-00055 HCB-09-00055 0.247391 HEC-04-00025 HEC-04-00025 0.373339 HEC-07-00005 Roost Rd 0.175364 HEC-07-00015 Roost Rd 0.321207 HEC-07-00025 Roost Rd 0.156925 HEC-07-00035 Roost Rd 0.09042 HEC-07-00045 Roost Rd 0.149124 IDO-00-00025 Palm River Eastwood Ditched 0.214915 IDO-00-00035 Palm River Eastwood Ditched 0.025474 IDO-00-00045 Palm River Eastwood Ditched 0.027765 IWO-00-00005 Imperiat/FPL Ditch 0.006415 IW0-00-00015 ImperiallFPL Ditch 0.036953 IWO-01-00005 Imperial/FPL Ditch 0.246207 LCB-00-00025 Lely Main Canal North-South 0.334931 LCB-00-00035 Lely Main Canal East-West 0.109925 LCB-00-00041 Lely Main Canal East-West 0.003783 LCB-00-00045 Lely Main Canal East-West 0.110149 LCB-00-00055 Lely Main Canal East-West 0.307744 LCB-00-00065 Lely Main Canal East-West 0.340886 LCB-00-00073 Naples Mobile Estates Ditch 0.018732 LCB-00-00155 Santa Barbara Ext Canal 0.114726 LCB-00-00165 Santa Barbara Ext Canal 0.132908 LCB-00-00175 Santa Barbara Ext Canal 0.007732 LCB-00-00175 Santa Barbara Ext Canal 0.105533 LCB-00-00185 Santa Barbara Ext Canal 0.219564 LCB-01-00005 Lely Main Canal North-South 0.077516 LCB-01-00015 Riviera Powerline Canal 0,357961 LCB-01-00025 Riviera Powerline Canal 0.625905 LCB-01-00035 Riviera Golf Estates Ditch 0.047937 LCB-01-00085 Davis Blvd.ditch 0.095751 LCB-01-00095 Davis Blvd.ditch 0.377599 LCB-01-00105 Davis Blvd.ditch 0.493209 LCB-01-00115 Davis Blvd.ditch 0.11711 LCB-01-00125 Davis Blvd.ditch 0.03654 LCB-01-00135 Davis Blvd.ditch 0.023006 LCB-01-00145 Davis Blvd.ditch 0.015981 LCB-01-00155 Davis Blvd.ditch 0.17096 _LCB-01-00165 Davis Blvd.ditch 0.09297 LCB-02-00005 Hawaii Blvd Ditches 0.06169 LCB-02-00015 Hawaii Blvd Ditches 0.030926 LCB-02-00025 Boca Ciega Ditch 0.490825 LCB-03-00005 Boca Ciega Ditch 0.056308 LCB-04-00005 Saint Peters Swales 0.218384 LCB-05-00005 Hawaii Blvd Ditches 0.189263 LCB-06-00005 Queens Park North 0.050721 LCB-07-00005 Hawaii Blvd Ditches 0.177209 LCB-08-00005 Colony Pines Ditch 0.176021 LCB-09-00005 County Barn Rd 0.248919 LCB-09-00015 County Barn Rd 0.03494 LCB-09-00025 County Barn Rd 0.323172 LCB-09-00035 County Barn Rd 0.105305 37 Section ID Facility Name Length(MI) LC&09-00045 County Barn Rd 0.091206 LCB-09-00055 County Barn Rd 0.082991 LCB-09-00065 County Barn Rd 0.085183 LCB-09-00075 County Barn Rd 0.03821 LCB-09-00085 County Barn Rd 0.029814 LCB-09-00095 County Barn Rd 0.02008 LCB-09-00105 County Barn Rd 0.119934 _ LCB-09-00115 County Barn Rd 0.066478 LCB-09-00125 County Barn Rd 0,042072 LCB-09-00135 County Barn Rd 0.014469 LCB-09-00145 County Barn Rd 0.101726 LCB-09-00155 County Barn Rd 0.004728 LCB-09-00165 County Barn Rd 0.080229 LCB-09-00175 County Barn Rd 0.083164 LCB-09-00185 County Barn Rd 0.045104 LCB-09-00195 County Barn Rd 0.109442 LCB-10-00005 Riviera Golf Estates Ditch 0.9361 LCB-11-00005 Naples Mobile Estates Ditch 0.710185 LCB-12-00015 Lely Canal Branch 0.250399 LCB-13-00005 Lely Main Canal East-West 0.059262 LCB-13-00015 Lake Lenore Ditch 0.365162 LCB-15-00005 Naples Mobile Estates Ditch 0.005494 LCB-15-00015 Naples Mobile Estates Ditch 0.003367 LCB-17-00005 Lely Main Canal North-South 0.019948 LCB-19-00005 LCB-19-00005 0.105712 LCB-19-00015 LCB-19-00015 0.019325 LCB-20-00005 LCB-20-00005 0.004416 LCB-20-00015 LCB-20-00015 0.007133 LMB-00-00005 Lely Manor Outfall South Section 0.7299 LMB-00-00009 Lely Manor Outfall South Section 0.036697 LMB-00-00025 Lely Manor Outfall Canal 0.822841 LMB-00-00035 Naples Manor North Canal 0.099849 LMB-00-00045 Naples Manor North Canal 0.348863 LMB-00-00065 Naples Manor North Canal 0.0455 LMB-00-00075 Naples Manor North Canal 0.073813 LMB-00-00075 Naples Manor North Canal 0.009034 LMB-00-00095 Naples Manor North Canal 0.588193 LMB-00-00105 Naples Manor North Canal 0.128187 LMB-01-00005 Myrtle Cove West 0.470466 LMB-01-00015 Myrtle Cove West 0.061608 LMB-01-00025 Naples Manor Perimeter Ditch 0.39356 LMB-01-00035 Naples Manor Perimeter Ditch 0.020059 LMB-01-00045 Naples Manor Perimeter Ditch _ 0.277494 LMB 03 00005 Myrtle Cove East 0.475943 LMB-03-00007 Naples Manor Ditches 0.049545 LMB-03-00013 Naples Manor Ditches 0.002093 LMB-03-00025 Naples Manor Ditches 0.034692 LMB-03-00035 Naples Manor Ditches 0.23288 LMB-03-00045 Naples Manor Ditches 0.14067 LMB-03-00055 Naples Manor Ditches 0.0429 LMB-05-00045 Naples Manor Ditches 0.045631 LMB-05-00055 Naples Manor Ditches 0.152456 LMB-05-00065 Naples Manor Ditches 0.233227 LMB-05-00075 Naples Manor Ditches 0.264729 LMB-06-00005 Lely Manor Canal 0.070581 LMB-06-00011 Lely Manor Canal 0.151995 LMB-06-00015 Lely Manor Canal 0.231338 LMB-06-00025 Lely Manor Canal 0.259888 LMB-07-00025 Treviso Canal East 0.85687 _ LMB-07-00035 Treviso Canal West 0.499126 LMB-07-00045 Naples Manor Ditches 0.009603 LMB-10-00025 Naples Manor Perimeter Ditch 0.130822 LMB-11-00005 Lely Manor Canal 0.228941 LMB-11-00015 Saint Andrews Daycare Ditch 0,03432 _ LMB-13-00005 Lely Manor Canal 0.008562 LMB-13-00025 Naples Manor Ditches 0.01823 LMB-13-00035 Naples Manor Ditches 0.130472 _LMB-13-00045 Naples Manor Ditches 0.068916 LMB-14-00005 Four Fountains Ditch 0.087769 LMB-15-00005 Lely Manor Canal 0.158693 MCB-07-00005 MCB-07-00005 0.489234 MCB-07-00015 MCB-07-00015 0.262447 MCB-09-00005 MCB-09-00005 0.199205 �\ MCB-09-00015 MCB-09-00015 0.360001 38 Section ID Facility Name Length(Ml) MCB-09-00025 MCB-09-00025 0.581618 MCB-10-00015 MCB-10-00015 0.006535 MCB-10-00025 MCB-10-00025 0.087862 MCB-11-00015 MCB-11-00015 0.001845 MCB-12-00005 Trail Acres 0.393973 MCB-12-00015 Trail Acres 0.33781 MCB-15-00005 Lake Park Rd 0.025859 MCB-15-00005 Lake Park Rd 0.117902 MCB-15-00015 Lake Park Rd 0.056234 MCB-15-00025 Lake Park Rd 0.057469 MCB-15-00035 Lake Park Rd 0.063325 MCB-15-00045 Lake Park Rd 0.022005 MCB-17-00015 MCB-17-00015 0.1213 MCB-17-00035 MCB-17-00035 0.081335 MGG-01-00005 Sunflower Canal 0.303342 MGG-02-00005 Shell Canal 0.031169 MGG-02-00015 Shell Canal 0.19479 MGG-02-00019 Shell Canal 0.13981 MGG-02-00025 Tropicana Canal 0.009284 MGG-02-00035 Tropicana Canal 0.99922 MGG-03-00005 Sunfish Canal 0.307527 MGG-04-00015 Santa Barbara Canal 0.195218 MGG-04-00025 Coronado Canal 0.097172 MGG-04-00025 Coronado Canal 0.481348 MGG-04-00035 Coronado Canal 0.007495 MGG-04-00045 Coronado Canal 0.484473 MGG-05-00005 Ibis Canal 0.199337 MGG-06-00005 Coronado Canal 0.128572 MGG-09-00005 C-2 North/South canal 0,128768 MGG-09-00015 C-2 North/South canal 0.122758 MGG-09-00025 C-2 North/South canal 0.904335 MGG-09-00035 C-2 North/South canal 0.742835 MGG-10-00005 C-2 East/West Canal 0.122415 MGG-10-00015 C-2 East/West Canal 0.238335 MGG-10-00025 C-2 EasWVest Canal 0.239564 MGG-10-00035 C-2 EasvWest Canal 0.237873 MGG-10-00045 C-2 East/West Canal 1.220093 MGG-12-00005 Fairgrounds Canal 1,621929 MGG-12-00015 Fairgrounds Canal 0.236517 MGG-12-00025 Fairgrounds Canal 0,060807 MOG-12-00035 Fairgrounds Canal 0.057955 MGG-15-00015 MGG-15-00015 0.160186 MGG-15-00025 MGG-15-00025 0.004397 MGG-15-00045 Palm Springs Outfall 0.495338 MGG-16-00035 Radio Rd outfall 0.042573 MGG-16-00045 Radio Rd outfall 0.556909 MGG-17-00015 Coconut Outfall Swale 0.202616 MGG-18-00005 Transfere Station Ditch 0,306765 MGG-18-00025 Transfere Station Ditch 0.125563 MGG-18-00035 Transfere Station Ditch 0.285327 MGG-18-00045 Transfere Station Ditch 0.0094 MGG-19-00005 Bolt Canal 0.671044 MGG-19-00015 MOD-19-00015 0.728425 MGG-20-00005 Bolt Canal 0.18563 MGG-20-00015 MGG-20-00015 0.061243 MGG-20-00015 MGG-20-00015 0.027738 MGG-20-00025 MGG-20-00025 0.388002 MGG-20-00035 MGG-20-00035 0.070515 OSB-01-00015 County Line Rd Canal 0.991332 OSB-01-00025 County Line Rd Canal 1.178834 OSB-01-00035 County Line Rd Canal 0.713474 OSB-01-00045 County Line Rd Canal 1.002526 OSB-01-00055 County Line Rd Canal 0.935326 OSB-01-00065 County Line Rd Canal 0.962247 OSB-01-00075 County Line Rd Canal 0.980371 OSB-01-00085 County Line Rd Canal 0.838122 PLM-00-00015 Palm River Canal 0.099879 PLM-00-00025 Palm River Canal 0.549191 PLM-00-00045 Palm River Raven Way Ditch 0.365374 PRC-00-00005 Pine Ridge 1 Canal 0.399448 PRC-00-00015 Pine Ridge 1 Canal 0.145081 PRC-00-00025 Pine Ridge 1 Canal 0.014772 - PRC-00-00035 Pine Ridge 1 Canal 0.041187 i . PRC-00-00105 Goodlette Rd.VBR to Pine Ridge 0.181486 39 Section ID Facility Name Length(MI) PRC-00-00115 Goodlette Rd.VBR to Pine Ridge 0.738228 PRC-00-00125 Goodlette Rd.VBR to Pine Ridge 0.547104 PRC-01-00015 Hickory Road Ditch 0.009625 PRC-01-00025 Hickory Road Ditch 0.433328 PRC-02-00005 Canoe Road Ditch 0.089339 PRC-02-00015 Carica Road Ditch 0.004376 PRC-02-00025 Carica Road Ditch 0.163161 PRC-02-00035 Carica Road Ditch 0.066722 PSB-00-00005 Palm Street Outfall 0.104226 RCB-02-00005 Gail/Hazel Ditches 0.024773 RCB-02-00015 Gail/Hazel Ditches 0.244938 RC8-02-00025 GaiUHazel Ditches 0,263031 RCB-02-00035 Gail/Hazel Ditches 0.098621 RCB-02-00045 Gail/Hazel Ditches 0.118397 RCB-02-00055 Gail/Hazel Ditches 0.01328 I RCB-02-00065 Gail/Hazel Ditches 0,023005 RCB-02-00075 Gail/Hazel Ditches 0.176867 RCB-03-00005 North Rd Ditch 0.182618 RCB-03-00005 North Rd Ditch 0.131177 RCB-03-00015 North Rd Ditch 0,222544 RC8-03-00025 North Rd Ditch 0.344614 RCB-03-00035 North Rd Ditch _ 0.026888 RCB-04-00005 RCB-04-00005 0.306041 RCB-05-00005 Estey/San Remo ditch 0.049595 RCB-05-00015 Estey/San Remo ditch 0.183299 RCB-06-00005 Flamingo/Bluebird ditch 0.248851 RCB-08-00005 Lotus Swale 0.02594 S1S-00-00055 Paradise Point Canal 0.477765 S1 S-04-00035 Manatee Canal 0.561606 S1 S-05-00005 S1 S-05-00005 0.35991 SPO-01-00005 Riggs Rd 1.022875 UIB-00-00005 Immokalee Main Canal 0.719801 UIB-00-00025 Immokalee Main Canal 0.202592 UlB-00-00035 Immokalee Main Canal 0.630285 UIB-00-00045 Immokalee Main Canal 1.151593 UIB-00-00055 Immokalee Main Canal 0.58722 �� UIB-03-00003 Urban Immokalee Canals 0.350145 UIB-03-00005 Urban Immokalee Canals 0.014439 UIB-03-00015 Urban Immokalee Canals 0.148715 UIB-03-00035 UIB-03-00035 0.028571 UIB-03-00045 UIB-03-00045 0.028329 UI8-03-00055 U1&03-00055 0.020674 WBB-00-00003 Wiggins Bay 0.370644 WBB-00-00005 Wiggins Bayr 0.564816 WBB-00-00015 Tarpon Cove Canal 0,418863 WBB-00-00025 Tarpon Cove Canal 0.261895 WBB-00-00035 Old US41 Swales 0.090851 WBB-00-00045 Old US41 Swales 0.039719 WBB-00-00045 Old US41 Swales 0,318759 WBB-00-00055 Old US41 Swales 0.144202 WBB-00-00065 Old US41 Swales 0278833 WBB-00-00075 Old US41 Swales 0.460583 WBB-01-00005 WBB-01-00005 0,27808 WBB-01-00015 WBB-01-00015 0.013642 WBB-01-00025 WBB-01-00025 0.018229 WBC-00-00021 Coco West Outfall 0.004012 WBC-00-00025 Coco West Outfall 0.145173 WBC-00-00075 North Naples Water Treatment 0.006792 WBC-00-00085 North Naples Water Treatment 0.25203 WI3C-00-00095 North Naples Water Treatment 0.139193 WBC-00-00105 North Naples Water Treatment 0.066498 _ WBC-00-00115 Victoria Park Outfall West End 0.227298 WBC-01-00005 West Branch Cocohatchee River 0.015953 WP0-00-00005 Haldemann Glades Outfall 0.005347 WPO-00-00015 Haldemann Glades Outfall 0.283388 WPO-00-00025 Haldemann Glades Outfall 0.196315 Table based on current Collier County GIS Database 40 Table 3: Existing Collier County Stormwater Control Structures Structure ID Facility Name Overall Rating 1 9CN-00-S0204 CR951#2 TBD 2 ARN-02-S0110 Four Seasons Outfall C2 3 ARN-02-S0120 Four Seasons C2 4 BRN-00-S0110 Sunniland TBD 5 C4C-00-S0110 Eagle Creek C2 6 C4C-04-S0090 C4C-04-S0091 TBD 7 C4C-04-S0090 R.H.Slough Weir 1 Naples Manor TBD 1 8 D1C-00-50120 Harvey#1 C2 9 DIC-00-50150 Harvey#2 C1 10 DIC-01-50102 VBR Weir Cl 11 D2C-07-S0150 Islandwaik TBD 12 02C-08-S0110 Islandwalk Inflow C1 13 EBC-00-S0110 Coco East C2 14 GRE-00-S0100 Gordon River C2 15 GRE-01-S0480 Goodiette Road Canal#1 C3 16 GRE-01-S0510 Goodlette Road Canal#2 _ Cl 17 GRE-03-S0100 Freedom Park Overflow(Bypass)Weir C1 18 GRE-04-30110 Poinciana TBD 19 GRE-36-S0100 FP Spreader Berm TBD 20 GRE-36-S0120 FP Wetlands Weir Cl 21 GRE-36-S0240 FP Waterfall TBD 22 GRE-39-S0100 West Lake Outfall C1 23 GRE-41-S0130 Twin Lakes Outfail C1 24 GRE-44-S0140 Sperling Lake Outfall C1 25 GTB-00-S0100 Flap Gates C2 26 GTB-01-S0090 Flap Gates TBD 27 GTB-04-S0110 Gateway Triangle C2 28 HCB-00-S0130 Haldeman Creek TBD 29 HCB-00-S0200 Lakewood County Club Weir C1 �� 30 HCB-01-S0100 Lake Kelly Cl 31 HCB-02-S0106 Lake Avalon C2 32 HEC-03-S0100 Henderson#2 C2 33 HEC-04-S0100 Henderson#4 TBD 34 HEC-05-50100 Henderson#5 TBD 35 LCB-00-S0122 Doral Circle C1 36 LCB-00-50150 Royal Wood C1 37 LCB-00-S0190 Santa Barbara#1 Cl 38 LCB-00-S0210 Santa Barbara#2 C1 39 LCB-00-S0230 Santa Barbara#3 C1 40 LCB-01-S0140 Crown Pointe C2 41 LCB-15-S0100 Rattlesnake Rd.Weir C1 42 LCB-20-S0220 LCB-20-S0220 TBD 43 LCB-20-S0230 Whitaker Rd Weir TBD 44 LMB-00-S0100 LMB-00-S0100 TBD 45 LMB-00-S0100 Manor South C1 46 LMB-00-S0120 Manor North Cl 47 LMB-00-S0150 Warren Street Weir TBD 48 MGG-12-S0120 Fairgrounds TBD 49 MGG-16-S0140 Radio Rd. C1 50 MGG-19-50020 Bolt Canal TBD 51 PLM-00-S0100 Palm River Weir C2 52 PRC-00-S0110 Pine Ridge 1 C4 53 RCB-02-50110 Hazel Rd.Weir C2 54 RCB-04-S0110 Production Park South _ C2 55 WBB-01-S0110 Wiggins Pass Weir C2 56 WBC-00-S0110 Coco West C2 57 WBC-04-S0130 Victoria Park West Outfall TBD 58 WPO-00-S0100 Winter Park Weir C2 Table based on current Collier County GIS Database 41 Table 4: Control Structure Inspection Rating System Overall Description for the Overall Application Rating Structure Cl All old deficiencies noted from the Applied when no further action is previous inspection have been recommended for the structure. corrected. C2 Most old deficiencies noted from the Applied when the overall recommendation is to previous inspection have been monitor minor deficiencies. Deficiencies will corrected. generally be re-evaluated at the next five-year inspection of the structure. Provide overall recommendation on when(timeframe)to monitor deficiencies previous to the next structure inspection cycle. C3 Deficiencies and/or several old Applied when the overall recommendation is to deficiencies noted in the last repair the structure during the next inspection have not been corrected. maintenance cycle or within 5 to 10 year capital repair schedule. Maintenance repairs are generally estimated to cost less than $50,000; will not require engineering design. C4 Serious deficiencies exist that if not Applied when the overall recommendation is to immediately corrected may lead to or elevate repairs to the County's five-year capital cause deterioration of the structure. repair program. Includes repairs that are generally estimated to cost$50,000 or more, will require engineering design, or should be repaired within a five-year period. C5 Major deficiencies exist such that the Applied when the overall recommendation is to structural integrity of the structure will elevate repairs to the County's capital repair probably not withstand a major flood program, but repairs should be conducted in event. the next cycle of repairs. Generally the next cycle of repairs would include repair design in the fiscal year following inspection with repair in the fiscal year following design (two-year process). C5 Critical Emergency deficiencies exist that Applied when immediate repairs are must be addressed immediately. recommended.Generally the County would Deficiencies include those that respond by dispatching its Field Station impede operation of the structure or personnel to triage the deficiency(e.g., block jeopardize public safety. access to the structure, reduced structure operating capacity) until repairs could be affected. Responding County design engineers would be altered to fast track repairs if triage does not ameliorate the deficiencies. **TBD: Current condition not known at this time. Update upon next inspection. 42 Attachment "D" BASINS AND SUB-BASIN REPORT Objective: To utilize a Watershed Approach to guide Collier County's Stormwater Management Program. Purpose: To provide an update to the Board County Commissioners on the specified Basins or Watersheds of the County used as the flexible framework for water resource management and planning. Considerations: With the December 13, 2011 BCC acceptance of the County Watershed Management Plan, the Stormwater Management Program began a new approach to water resource management. The Plan is a strategy that provides assessment and management information for a geographically defined watershed, including analysis, actions, participants, and resources related to developing and implementing the plan. The Board clarified that plan implementation would progress as resources and available funding would allow. Staff has and continues to follow that direction in initiating plan recommendations. Understanding issues on a basin by basin level allows for better quantitative analysis and program planning. There are currently 51 basins and/or sub-basins, in the Stormwater Management GIS database. This report includes a table listing all basin/sub-basin areas, a map depicting all basins (Figure 4) and a second map depicting six (6) of the basins that have specified restricted stormwater discharge rates (Figure 5) per Ordinance 2001-27. We use the terms basins and/or sub-basins interchangeably principally because there is no difference. A sub-basin is simply a smaller basin area defined by closer dividing geographic features. Basins are typically smaller in areas of more intense development. Stormwater discharge rates are limited so the rate at which runoff leaves a developed site will not cause adverse off-site (typically downstream) impacts. By ordinance, there is a maximum specified rate for all basins in the County and there are reduced rates for the six specified basins as determined by specific studies. One of the Watershed Management Plan (WMP) efforts included a computer analysis which determined the maximum flow that can be conveyed by the various water management canal segments. Results indicated that variou segments of the primary and secondary water management systems do not have the capacity to handle large storm events. One way to address this is to restrict the maximum flow in the associated basins that feed specific canals. Also two previously completed basin master plans, the Belle Meade Area Stormwater Master Plan and the Immokalee Area Stormwater Master Plan, recommended associated basin discharge rate reductions. A total of 16 additional basin maximum discharge rates have been recommended and are listed below. Stormwater Planning Staff has initiated a feasibility study to examine the consequences and is currently meeting with members of the Development Services Advisory Committee. Subsequent actions will include review and approval by the Planning Commission, Growth Management Plan and ordinance amendment, and approval by the County Commission. 43 Basins and Discharge Rates Current Six Specific Discharge Limitation Basins Rate 1. Airport Road North Sub-Basin 0.04 cfs/acre (North of Vanderbilt Beach Road) 2. Airport Road South Sub-basin 0.06 cfs/acre (South of Vanderbilt Beach Road) 3. Cocohatchee Canal Basin 0.04 cfs/acre 4. Lely Canal Basin 0.06 cfs/acre 5. Harvey Basin 0.055 cfs/acre 6. Wiggins Bay Outlet Basin 0.13 cfs/acre Proposed Additional Basins** 1. Henderson Creek Belle Meade Basin (North of 0.06 cfs/acre Sabal Palm Rd.) 2. Henderson Creek Belle Meade Basin (South of 0.04 cfs/acre Sabal Palm Road) 3. Immokalee Master Plan Area (East of SR 29) 0.05 cfs/acre 4. Immokalee Master Plan Area (West of SR 29) 0.10 cfslacre 5. CR 951 North Canal Basin 0.11 cfs/acre 6. C4 Basin 0.11 cfs/acre 7. Corkscrew Canal Basin 0.04 cfs/acre 8. Cypress Canal Basin 0.06 cfs/acre 9. Faka Union Canal Basin (North of 1-75) 0.09 cfs/acre 10. Gordon River Extension Basin 0.09 cfs/acre 11. 1-75 Canal Basin 0.06 cfs/acre 12. Imperial Drainage Outlet Basin 0.12 cfslacre 13. Lely Manor Canal Basin 0.06 cfs/acre 14. Main Golden Gate Canal Basin 0.04 cfs/acre 15. Palm River Canal Basin 0.13 cfs/acre 16. Pine Ridge Canal Basin 0.13 cfs/acre **Currently, a feasibility study is being done to analyze potential consequences from implementation of discharge rate restrictions in additional recommended basins. 44 I c (I) co CO tL ff 4— 0 Z Co -~ I—° ! 31111 A140O3 u m m O 6Z35 C G C z55 0— a 0 m x o 3 a c. o g _ = f. Daa � '' �J 00 w O CO 9 m a S 0A19 010530 /15 3/11 k 6''44)b J m '1 oA13 53oV19a3A3 (n 4. Nt)A19530 J19l3Aa rt -- o, V. „ M z W ITC ow \ tt9 n 1-+ m 0 0 5 u w U -1 u, w 523 Oa Oj o we '1 o S[ ^jfrs 1✓ °am I Ia.0A19334 103 W .317,).317,)O ��Tl97F�7!1� - aliZI1 0 . 001 M N 05 0 .1114 13 wr . si rD 0. OM ��" i i iy ®m IWvuu1V._. 9TN STN Y ■n wuu art•— «. u l\\ 0 ° .OGAN 6T�3 N m * m C n _ o Q 0311359 AIN110 U' �MCC� 5(1 sil z m w W l J m■ I 6 m $ ejy ,1q) } / u T a O C y . MI o!ssNin a Z ¢ ♦aA ' W N z a 1 . , V s ci VAII110 1`1.4to y �I N O 1103 91111If a!yo.rlry ;t! n —M._ C o Npr,t 14 Q W U W 3 E d C! m w) 6 p o C QR5 N05 1051 Ell uou9 m v i,-,--U 0 Y Ss . m Nd 3141131;404 o; i 6 C C .N a° m�m i� b CU Ca u E:n w E VI _.. i�� CO m CO ion C cow / e u.1 C C C c ; I 0 0 0 C m II0, m cd�€ a Z o t m 'C O oi Table 5: Collier County Basins Basin ID Name Area(Acres) 1 9CC 951 Canal Central Basin 756 2 9CN 951 Canal North Basin 1,205 3 ARN Airport Road North Canal Basin** 1,820 4 ARS Airport Road South Canal Basin ** 3,428 5 BRC Barron River Basin 67,089 6 BRN Barron River Canal Basin (North) 32,656 7 C4C C-4 Canal Basin 3.690 8 CCB Corkscrew Canal Basin 6,564 9 CSB Corkscrew Slough Basin 29,468 10 CSB Cocohatchee River Canal Basin ** 85,351 11 CYC Cypress Canal Basin 10.702 12 D1C Harvey Canal Basin ** 2,552 13 D2C 1-75 Canal Basin 10,833 14 EBC East Branch Cocohatchee 381 15 EMC Merritt Canal Basin 30,078 16 FKC Faka-Union Canal Basin 36,185 17 FPC Prairie Canal Basin 11.122 18 FSB Fakahatchee Strand Basin 140.757 19 GCB Green Canal Basin 5,217 20 GHS Gator Hook Strand Basin 97.924 21 GRE Gordon River Extension Basin 5,126 22 GTB Gateway Triangle Basin 284 23 HCB Haldeman Creek Basin 1,868 24 HEC Henderson Creek Basin 31,117 ---., 25 IDO Imperial Drainage Outlet Basin 3,227 26 ILB Imperial West Landmark FPL Basin 256 27 L28 L-28 Tieback Basin 116,952 28 LCB Lely Canal Basin ** 5,990 29 LMB Lely Manor Canal Basin 5,080 30 MCB Miscellaneous Coastal Basins 367,613 31 MGG Main Golden Gate Canal Basin 31,331 32 MJC Miller Canal Basin 19.071 33 NPN Naples Park North Basin 418 34 NPS Naples Park South Basin 349 35 NPW Naples Park West Basin 279 36 OSB Okaloacoochee Slouch Basin 74.404 37 OTC Orange Tree Canal Basin 2,065 38 PLM Palm River Canal Basin 867 39 PRC Pine Ridge Canal Basin 2,686 40 PSB Palm Street Basin 74 41 QWP Quail West Phase II 320 42 RCB Rock Creek Basin 1,675 43 S1S US-41 Outfall Swale No.1 Basin 3.684 44 S2S US-41 Outfall Swale No.2 Basin 2.706 45 SPO Seminole Park Outlet Basin 18.723 46 TRB Turner River Canal Basin 245,441 47 TTC Tamiami Trail Canal Basin 4,668 48 UIB Urban Immokalee Basin 3,125 49 WBB Wiggins Bay_Outlet Basin ** 2,178 50 WBC West Branch Cocohatchee River Basin 246 51 WPO Winter Park Outlet Basin 174 ** Basin with restricted allowable discharge 47 COUNTY WATER - SEWER DISTRICT - POTABLE WATER SYSTEM CONTENTS • DISTRICT POTABLE WATER SYSTEM FACILITIES - SUMMARY • INTRODUCTION • TREATMENT FACILITIES LEVEL OF SERVICE STANDARD (LOSS)ASSESSMENT FOR SERVICE AREA • TREATMENT FACILITIES LEVEL OF SERVICE STANDARD (LOSS) FOR SERVICE AREA- CHART • EXISTING AND FUTURE WATER SERVICE AREAS - MAP • POTABLE WATER SYSTEM SCHEDULES OF CAPITAL IMPROVEMENTS Collier County 2015 Annual Update and Inventory Report on Public Facilities 49 2015 AUIR FACILITY SUMMARY POTABLE WATER SYSTEM FACILITIES Facility Type: Collier County Water-Sewer District-- Potable Water System Facilities Level of Service Standard: 150 gallons per capita day(gpcd) (3) Capacity: Constructed On-line Treatment Capacity, FY 16 52.75 MGD Required Treatment Capacity, FY 16 32.70 MGD Constructed On-line Treatment Capacity, FY 25 52.75 MGD Required Treatment Capacity, FY 25 40.60 MGD Expenditures FY16-FY20(2) Expansion Related Projects $0 Replacement&Rehabilitation(R&R) Projects $90,390,000 Departmental Capital $4,026,000 Debt Service $45,887,000 Reserve for Contingencies- R&R Projects (3) $9,029,000 TOTAL $149,332,000 Existing Revenue Sources FY16-FY20 Water System Development Fees/Impact Fees $24,500,000 Water Capital Account $4,026,000 Rate Revenue $120,806,000 State Revolving Fund Loan TOTAL $149,332,000 Surplus or(Deficit)for Five Year Program $0 Recommended Action: That the BCC find the Collier County Water-Sewer District Potable Water System in compliance with concurrency requirements found in FS Section 163, the Collier County Comprehensive Plan and the Land Development Code; and that it approve the proposed 2015 CCWSD Potable Water System Facilities AUIR and adopt the CIE update for FY 2015/16-FY 2019/20. Conclusion: No new treatment plant capacity is planned in the ten-year timeframe based on the Level of Service Standard, population projections and capacity as shown in the AUIR. (1) Per the 2014 Water,Wastewater, Irrigation Quality Water and Bulk Potable Water Master/CIP Plan(reference Appendix III). (2) CIE consistent with Board approved: FY16 budget; 2014 Rate Study and CIP (3) As per Florida Statutes Section 129.01(c), contingency reserves are up to 10% of expenses. 51 Collier County Government Public Utilities Department 2015 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) COLLIER COUNTY WATER SEWER DISTRICT-POTABLE WATER SYSTEM Introduction: The Public Utilities Department's 2015 AUIR submittals are based on "Collier County Water & Sewer Districts Population Estimates and Projections" dated July 10, 2015, prepared by Collier County Comprehensive Planning Section. Populations are based on using Bureau of Economic and Business Research (BEBR) Medium Range growth rate through 2025. There are three notes below, and there is one long-range planning comment. 1. Concurrency is shown for 10 years. This format is consistent with the State mandated CIE, concurrency regulations,and other Collier County Departments'AUIR submittals. 2. The Level of Service Standard (LOSS) was adjusted from 170 gpcd to 150 gpcd in the 2014 Potable Water System AUIR, reflecting the updated historical analysis contained in the 2014 Water, Wastewater, Irrigation Quality Water and Bulk Potable Water Master/CIP Plan(reference Appendix III). 3. The Orange Tree Water Service Area is anticipated to be integrated into the CCWSD in FY2016. 4. Additional plant treatment capacity of 6 MGD will be needed by 2034;siting should be established by 2026 (given the growth patterns,22 square miles of potential served area has been added to the water service area map). The 2015 potable water AUIR is presented as a snapshot of concurrency conditions.The CCWSD is in compliance with concurrency requirements for FY 2016 and FY 2017, as required by FS Section 163, the Collier County Comprehensive Plan and the Land Development Code. Recommendation: The Public Utilities Department's staff recommends that the Collier County Board of County Commissioners approve the 2015 CCWSD Potable Water System AUIR. 2015AUIR-Water 52 Collier County Government Public Utilities Department 2015 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) POTABLE WATER SYSTEM-TREATMENT FACILITIES LEVEL OF SERVICE STANDARDS(LOSS)ASSESSMENT FOR SERVICE AREA July 23, 2015 1 2 3 4 5 6 7 8 _ 9 Required Required Treatment Constructed Total Retained/ Retained/(Deficit) Capacity Additional Treatment Plant Available (Deficit) Constructed System Fiscal Population Increase Plant Constructed Year Served Capacity @ from Capacity Capacity Constructed System Capacity Target 150 gpcd Previous On-line Capacity Capacity Values Year MGD MGD MGD MGD MGD ' MGD MGD 2011 186,925 28.0 52.00 52.00 24.0 0.9(Min)-7.6(Max) 2012 191,834 28.8 0.7 52.00 52.00 23.2 0.9 (Min)-7.6(Max) 2013 195,207 29.3 0.5 52.00 52.00 22.7 0.9(Min)-7.6(Max) 2014 199,489 29.9 0.6 52.00 52.00 22.1 0.9(Min)-7.6(Max) 2015 205,057 30.8 0.8 52.00 52.00 21.2 0.9(Min)-7.6(Max) 2016 217,901 32.7 1.9 52.75 52.75 20.1 0.9(Min)-7.6(Max) 2017 223,982 33.6 0.9 52.75 52.75 19.2 0.9(Min)-7.6(Max) 2018 230,178 34.5 0.9 52.75 52.75 18.2 0.9(Min)-7.6(Max) 2019 236,492 35.5 0.9 52.75 52.75 17.3 0.9(Min)-7.6(Max) 2020 242,445 36.4 0.9 52.75 52.75 16.4 0.9(Min)-7.6(Max) 2021 248,021 37.2 0.8 52.75 52.75 15.5 0.9(Min)-7.6 (Max) 2022 253,688 38.1 0.8 52.75 52.75 14.7 0.9(Min)-7.6 (Max) 2023 259,446 38.9 0.9 52.75 52.75 13.8 0.9(Min)-7.6 (Max) 2024 265,299 39.8 0.9 52.75 52.75 13.0 0.9(Min)-7.6(Max) 2025 270,800_ 40.6 0.8 52.75 52.75 12.1 0.9(Min)-7.6(Max) 2015 AUIR-Water 53 Collier County Government Public Utilities Department 2015 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) POTABLE WATER SYSTEM-TREATMENT FACILITIES LEVEL OF SERVICE STANDARDS(LOSS)ASSESSMENT FOR SERVICE AREA July 23,2015 Notes: (References are to the column numbers on previous page) 1. Fiscal Year starts October 1 and ends September 30. 2. Population Served. Estimates and projections for the served area are based on"Collier County Water&Sewer Districts Population Estimates and Projections"dated July 10,2015,prepared by Collier County Comprehensive Planning Section. Populations are based on Bureau of Economic and Business Research (BEBR)Medium Range growth rate through 2025. The peak population projections include the Orange Tree service area beginning in FY 2016. 3. Required Treatment Capacity Ca? 150 gpcd is obtained by multiplying the Peak Population(Column 2)times 150 gallons per capita per day(gpcd). 150 gpcd is the established Level of Service Standard (LOSS)as adopted in the 2014 CCWSD Potable Water System AUIR approved by the Board of County Commissioners on November 18, 2014,based on the draft 2014 Water Master CIP Plan. 4. Required Treatment Capacity Increase from Previous Year is the increase of the Required Treatment Capacity @ 150 gpcd(Column 3)for the year listed from the previous year. 5. Constructed Plant Capacity On-line is the total finished water treatment capacity at the beginning of the Fiscal Year in Million Gallons per Day(MGD). Capacity in FY2016 is increased by 0.75 mgd when Orange Tree Utilities is anticipated to be integrated into the CCWSD. 6. Additional Plant Capacity Plan: Fiscal New Plant Source of Information Year Capacity NA 0 No new plant capacity is planned through 2025 based on concurrency analysis. 7. Total Available Constructed Capacity is total of Total Constructed Plant Capacity On-line(Column 5)plus Additional Plant Capacity(Column 6). 8. Retained/(Deficit) Constructed System Capacity is the difference between Total Constructed Plant Capacity(Column 7) and Required Treatment Capacity(Column 3). 9. Retained/(Deficit) Constructed System Capacity Target Values for planning purposes are 0.9 MGD minimum and 7.6 MGD maximum through FY 2025. The target minimum capacities represent the projected increase in the next year's demand and the target maximum capacities represent the projected increase in demand for the next eight years. 2015 AUIR-Water 54 SZ °C1 �CI a 5 � | k 0 w ce } ■ � 7 ? » w2 EO E ® $ § \ z $ I >- / 13 > 77 \ < 2Z � k - k § \ 2 ' CI) 3 += L1J "c" \ « « u | p 0 a. 0 0 e / Q � ■ - k 0 % 0 & 0 o o 2 r co 2 $ q q ° ° . « cL 5 00W Existing and Future Water Service Areas 2015 Water AUIR � imi 20 21 22 23 24 19 20 21 22 � v�r 28 25 30 29 ✓28 27 ®©©111 IIIIIII 34 �._1 11111111.6 t .. 6 4 3 5 4 1�r �[ e s is 7 6 -1 9 I I 11 ie 1 8 8 .o I 11 1 aa� 11® i 48 ¶7 }--'5-7' 15 14 111 18 17 46 15 14 13 i 17 _14 /3 017 9 RD 18 16 III j . ® 23 24 10 21 I 22 i... 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', I©©MI©II 27 I 33 . _Ns _rt ER•IIII 2 G 1 5 6 JI +/'f 3 I 2 1 ill 3- IS BLVD ml,_, i ��®1111 10 /`` ® w \4 12 7 8 a' 9 16 i 11 12 m ' �® 14 ` 18 I E A 18 16 i 14 13 16 �,'�TTI'c9NAKE HAtJMGCK RD I __._.. �� ®© 23 24 \8\ 20 21 22 i 23 24 1S ©©©© ®n a 26 25 30 `'.28 28 27 ' 26 25 30 ©111®© ©27 I an 36 31- 9 \.p 3d,� 36 b II a © ©34 \,\ 8 5 4 1 3\ot,..2 1 S -4 4 3 \4• M®0 7 1,101 16 aI 15 14 13 136, 17 19 41i 14 18 15 21 22 n 24 19 '2,5''''• 2 17 11 22 N A 30 10 28 I. 27 28 25 00 29 2B �� = _ II 24 27 I.. -. , :-r I iiiin®© 33 34 34 35 38 III 37' 13 34 Legend !�+ 3 U1IIII :::::: a ! UpIgiIT : 1111k$,..." 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I- M E o«o m LL a3c r m m w a E C_4 m m m g.'m_ m2m'5 N H a-- CU T g 8. c m - m o ca w L .5 E a. i .5 iii E A a O-E C my 0 E O VLW=-0- a 'O L (n m m �- m m cc W `mtn� U E m T T 7°O O d a I- O c w o E•mmc n U e Al U) > m O I1 n t) E J m m m 7 m ° O N K C O a O } 3 E Q.E m m tu)5 a �tja m w C E � mem m c C2 Y m c a c �IA ,wN h ) U W CO 70 ww+• mwc m on � 8u m um ° $al C m 0 m O Z m U > L C E 2I 2 fr w 2¢a z.e . m11c IL 2 E p !- a d •,C7 lr C N a 4 J O N c L. =-0 Q I)3 .R' co C w m cc m fO Q 0 Q CO V 2 7 E .5 o U o Q m '71(-)Ca0 `m aw > � K x w `m'co ' �E lU °O2E n to Q a. cE2m <2W mm? mw CJamr � co uXi c20-cc ¢ , o ) , Fs cim o Q LOn.oaE i- x > ' UlL > O ° om o m CCo wawa) a Xft 5 X z �U $� n -o c m It In 1Q- W O U a 58 COUNTY WATER - SEWER DISTRICT - WASTEWATER TREATMENT SYSTEMS CONTENTS, • DISTRICT WASTEWATER TREATMENT SYSTEM FACILITIES - SUNIlVIARY • INTRODUCTION • TREATMENT FACILITIES LEVEL OF SERVICE STANDARD (LOSS)ASSESSMENT FOR SOUTH COUNTY WATER RECLAMA- TION FACILITY(SCWRF) SERVICE AREA, CHART & TABLE. • TREATMENT FACILITIES LEVEL OF SERVICE STANDARD (LOSS)ASSESSMENT FOR NORTH COUNTY WATER RECLAMA . TION FACILITY (NCWRF) SERVICE AREA, CHART & TABLE • EXISTING AND FUTURE WASTEWATER SERVICE AREA MAP • WASTEWATER TREATMENT SYSTEM SCHEDULES OF CAPI- TAL IMPROVEMENTS Collier County 2015 Annual Update and Inventory Report on Public Facilities 59 2015 AUIR FACILITY SUMMARY WASTEWATER TREATMENT SYSTEM FACILITIES Facility Type: Collier County Water-Sewer District—Wastewater Treatment System Level of Service Standard: 100 gallons per capita day(gpcd)(1) Capacity: South Service Area(SCWRF) Constructed On-line Treatment Capacity, FY 16 16.0 MGD Required Treatment Capacity, FY 16 11.3 MGD Constructed On-line Treatment Capacity, FY 25 16.0 MGD Required Treatment Capacity, FY 25 14.3 MGD Capacity: North Service Area(NCWRF) Constructed On-line Treatment Capacity, FY 16 24.7 MGD Required Treatment Capacity, FY 16 12.6 MGD Constructed On-line Treatment Capacity, FY 25 24.7 MGD Required Treatment Capacity, FY 25 15.0 MGD Expenditures FY16-FY2012) Expansion Related Projects $0 Replacement&Rehabilitation (R&R)Projects $210,559,000 Departmental Capital $4,173,000 Debt Service $45,887,000 Reserve for Contingencies-R&R Projects (3) $20,706,400 TOTAL $281,325,400 Existing Revenue Sources FY16-FY20 Wastewater System Development Fees/Impact Fees $22,500,000 Water Capital Account $4,173,000 Rate Revenue $225,936,400 State Revolving Fund Loans $28,716,000 TOTAL $281,325,400 Surplus or(Deficit)for Five Year Program $0 Recommended Action: That the BCC find the Collier County Water-Sewer District Wastewater Treatment System in compliance with concurrency requirements found in FS Section 163,the Collier County Comprehensive Plan and the Land Development Code; and that it approve the proposed 2015 CCWSD Wastewater Treatment Facilities AUIR and adopt the CIE Update for FY2015/16- FY 2019/20. Conclusion: No new treatment plant capacity is planned in the ten-year timeframe based on the Level of Service Standard, population projections and capacity as shown in the AUIR. (1) Per the 2014 Water,Wastewater, Irrigation Quality Water and Bulk Potable Water Master/CIP Plan (reference Appendix III). (2) CIE consistent with Board approved: FY16 budget; 2014 Rate Study and CIP (3) As per Florida Statutes Section 129.01(c),contingency reserves are up to 10%of expenses 61 Collier County Government Public Utilities Department 2015 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) oivok COLLIER COUNTY WATER SEWER DISTRICT-WASTEWATER SYSTEM Introduction: The Public Utilities Department's 2015 AUIR submittals are based on the"Collier County Water&Sewer District's Population Estimates and Projections" dated July 10, 2015, prepared by Collier County Comprehensive Planning Section. Populations are based on using Bureau of Economic and Business Research (BEBR) Medium Range growth rate through 2025. There are three notes below, and there is one long-range planning comment. 1. Concurrency is shown for 10 years. This format is consistent with the State mandated CIE,concurrency regulations,and other Collier County Departments'AUIR submittals. 2. The Level of Service Standard (LOSS)was adjusted from 120 gpcd to 100 gpcd in the North County Service Area in the 2014 Wastewater System AUIR, reflecting the updated historical analysis contained in the 2014 Water, Wastewater, Irrigation Quality Water and Bulk Potable Water Master/CIP Plan(reference Appendix III). 3. The Orange Tree Wastewater Service Area is anticipated to be integrated into the CCWSD in FY2016. 4. Additional plant treatment capacity of 2 MGD will be needed by 2030;siting should be established by 2022(given the growth patterns, 22 square miles of potential served area has been added to the wastewater service area map). The 2015 Wastewater AUIR is presented as a snapshot of concurrency conditions.The CCWSD is in compliance with concurrency requirements for FY 2016 and FY 2017,as required by FS Section 163,the Collier County Comprehensive Plan and the Land Development Code. Recommendation: The Public Utilities Department's staff recommends that the Collier County Board of County Commissioners approve the 2015 CCWSD Wastewater System AUIR. 2015 AUIR-Wastewater 62 Collier County Government Public Utilities Department 2015 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) WASTEWATER SYSTEM -LEVEL OF SERVICE STANDARDS(LOSS)ASSESSMENT FOR SOUTH COUNTY WATER RECLAMATION FACILITY(SCWRF)SERVICE AREA July 23, 2015 1 2 3 4 5 6 7 8 9 Required Required Capacity Constructed Total Retained/ Retained/(Deficit) increase New Plant Available (Deficit) Population Capacity at from Capacity Capacity Constructed Constructed Constructed Capacity Fiscal Year Served 100 gpcd On-line p y Target Value previous Capacity Capacity year MGD MGD MGD MGD MGD MGD MGD 2011 100,401 10.0 16.0 16.0 6.0 0.3(Min)-2.6 (Max) 2012 102,588 10.3 0.2 16.0 16.0 5.7 0.3(Min)-2.6 (Max) 2013 104,137 10.4 0.2 16.0 16.0 5.6 0.3(Min)-2.6(Max) 2014 106,494 10.6 0.2 16.0 16.0 5.4 0.3(Min)-2.6(Max) - 2015 109,831 11.0 0.3 16.0 16.0 5.0 0.3 (Min)-2.6(Max) 2016 113,179 11.3 0.3 16.0 16.0 4.7 0.3(Min)-2.6(Max) 2017 116,592 11.7 0.3 16.0 16.0 4.3 0.3(Min)-2.6(Max) 2018 120,069 12.0 0.3 16.0 16.0 4.0 0.3(Min)-2.6(Max) 2019 123,612 12.4 0.4 16.0 16.0 3.6 0.3(Min)-2.6(Max) 2020 126,952 12.7 0.3 16.0 16.0 3.3 0.3(Min)-2.6(Max) 2021 130,081 13.0 0.3 16.0 16.0 3.0 0.3(Min)-2.6 (Max) 2022 133,260 13.3 0.3 16.0 16.0 2.7 0.3(Min)-2.6 (Max) 2023 136,492 13.6 0.3 16.0 16.0 2.4 0.3 (Min)-2.6(Max) 2024 139,776 14.0 0.3 16.0 16.0 2.0 0.3(Min)-2.6(Max) 2025 142,862 14.3 0.3 16.0 16.0 1.7 0.3(Min)-2,6(Max) 63 2015 AUIR-Wastewater Collier County Government Public Utilities Department 2015 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) WASTEWATER SYSTEM-LEVEL OF SERVICE STANDARDS(LOSS)ASSESSMENT FOR SOUTH COUNTY WATER RECLAMATION FACILITY(SCWRF)SERVICE AREA July 23,2015 Notes:(References are to the column numbers on previous page) 1. Fiscal Year starts October 1 and ends September 30. 2. Population Served. Estimates and projections for the served area are based on the"Collier County Water&Sewer District's Population Estimates and Projections"dated July 10,2015, prepared by Collier County Comprehensive Planning Section. Populations are based on using Bureau of Economic and Business Research(BEBR)Medium Range growth rate through 2025. 3. Required Capacity at 100 u cd is obtained by multiplying the Peak Population (Column 2)times 100 gallons per capita per day(gpcd). 100 gpcd is the established Level of Service Standard(LOSS)for the South Service Area as adopted in the 2014 CCWSD Wastewater System AUIR approved by the Board of County Commissioners on November 18,2014, based on the draft 2014 Wastewater Master CIP Plan. 4. Required Capacity increase from previous year is the increase between the Required Capacity at 100 gpcd(Column 3)for the year listed and the previous year. 5. Constructed Capacity On-line is the plant capacity at the beginning of the fiscal year in Million Gallons per Day(MGD). 6. Additional Plant Capacity Plan: Fiscal Year New Plant Source of Information Capacity NA 0 No new plant capacity is planned through 2025 based on concurrency analysis. 7. Total Available Constructed Capacity in MGD,also represented graphically on page WW-4. 8. Retained/(Deficit)Constructed Capacity is the difference between Total Available Constructed Capacity(Column 7) and Required Capacity(Column 3). 9. Retained/(Deficit)Constructed Capacity Target Value for planning purposes is 0.3 MGD minimum through 2025. The target minimum capacities represent the projected increase in the next year's wastewater flow(Column 4). The SCWRF does not have a target maximum capacity due to no space for expansion. • Amok 64 2015 AUIR-Wastewater ii s� o& oc1 • °co z — t.) w N • Lc,° aA. T z i °O , a `Oc. cr a _ u _ ++ ., � ;� aai r C• d rrC E ° �Lq L. E � O V > O-W d � co r • c io �`OZ d N cri L°c' LL 8 O :0a5 Loy C` 0H Z' CD — C V 1 J > T • Z d n = J 4 S Z o L in• L N • 4 3 _ °c d to • 0L oc • _ �Loc' a? al t9c as Ill 0 0 0 0 0 0 0 0 0 0 Cb CO .4 N 0 CO CO (NI O tt r r 5 'fir Q aOW ko 0 N 65 Collier County Government Public Utilities Department 2015 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) WASTEWATER SYSTEM -LEVEL OF SERVICE STANDARDS(LOSS)ASSESSMENT FOR NORTH COUNTY WATER RECLAMATION FACILITY(NCWRF)SERVICE AREA July 23,2015 1 2 3 4 5 6 7 8 9 Required Required Capacity Constructed Total Retained/ Retained/(Deficit) increase New Plant Available (Deficit) Fiscal Year Population Capacity at from Capacity Capacity Constructed Constructed Constructed Capacity Served 100 gpcd previous On-line Capacity Capacity Target Values year MGD MGD MGD MGD MGD MGD MGD 2011 113,078 11.3 24.1 24.1 12.8 0.4(Min)-3.1 (Max) , 2012 115,859 11.6 0.3 24.1 24.1 12.5 0.4(Min)-3.1 (Max) 2013 117,752 11.8 0.2 24.1 24.1 12.3 0.4(Min)-3.1 (Max) 2014 119,759 12.0 0.2 24.1 24.1 12.1 0.4 (Min)-3.1 (Max) 2015 122,080 12.2 0.2 24.1 24.1 11.9 0.4 (Min)-3.1 (Max) 2016 131,665 13.2 1.0 24.7 24.7 11.5 0.4 (Min)-3.1 (Max) 2017 134,426 13.4 0.3 24.7 24.7 11.3 , 0.4 (Min)-3.1 (Max) 2018 137,240 13.7 0.3 24.7 24.7 11.0 0.4 (Min)-3.1 (Max) 2019 140,106 14.0 0.3 24.7 24.7 _ 10.7 0.4 (Min)-3.1 (Max) 2020 142,809 14.3 0.3 24.7 24.7 10.4 0.4 (Min)- 3.1 (Max) 2021 145,341 14.5 0.3 24.7 24.7 10.2 0.4(Min)-3.1 (Max) 2022 147,913 14.8 0.3 24.7 24.7 9.9 0.4(Min)-3.1 (Max) 2023 150,528 15.1 0.3 24.7 24.7 _ 9.6 0.4(Min)-3.1 (Max) 2024 153,185 15.3 0.3 24.7 24.7 9.4 0.4(Min)-3.1 (Max) 2025 155,683 15.6 0.2 24.7 24.7 9.1 0.4(Min)-3.1 (Max) 66 2015 AUIR-Wastewater Collier County Government Public Utilities Department 2015 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) WASTEWATER SYSTEM-LEVEL OF SERVICE STANDARDS(LOSS)ASSESSMENT FOR NORTH COUNTY WATER RECLAMATION FACILITY(NCWRF)SERVICE AREA July 23,2015 Notes: (References are to the column numbers on previous page) 1. Fiscal Year starts October 1 and ends September 30. 2. Population Served. Estimates and projections for the served area are based on the"Collier County Water&Sewer Districts Population Estimates and Projections"dated July 10,2015, prepared by Collier County Comprehensive Planning Section. Populations are based on using Bureau of Economic and Business Research (BEBR) Medium Range growth rate through 2025. 3. Required Capacity at 100 gpcd is obtained by multiplying the Peak Population (Column 2)times 100 gallons per capita per day(gpcd). 100 gpcd is the established Level of Service Standard (LOSS)for the North Service Area as adopted in the 2014 CCWSD Wastewater System AUIR approved by the Board of County Commissioners on November 18, 2014, based on the draft 2014 Wastewater Master CIP Plan. 4. Required Capacity increase from previous year is the increase between the Required Capacity at 100 gpcd (Column 3)for the year listed and the previous year. 5. Constructed Capacity On-line is the plant capacity at the beginning of the fiscal year in Million Gallons per Day(MGD). Capacity in FY2016 is increased by 0.6 MGD when Orange Tree Utilities is anticipated to be integrated into CCWSD. 6. Additional Plant Capacity Plan: Fiscal Year New Plant Capacity Source of Information NA 0 No new plant capacity is planned through 2025 based on concurrency analysis. 7. Total Available Constructed Capacity in MGD, also represented graphically on WW-7(Column 5+Column 6). 8. Retained/(Deficit) Constructed Capacity is the difference between Total Available Constructed Capacity(Column 7)and Required Capacity(Column 3). 9. Retained/(Deficit) Constructed Capacity Target Values for planning purposes are 0.4 MGD minimum and 3.1 MGD maximum through FY 2025. The target minimum capacities represent the projected increase in the next year's wastewater flow(Column 4) and the target maximum capacities represent the projected increase in wastewater flow for the next eight years. r 67 2015 AUIR-waslewater oe w 4 1 C7 • cr z Oe -z • ! a z - �� i O LI- .o °z j Ow o °.- "= •c � G E dr Eo !L c' RI � i- _ 0 d; Existing and Future Wastewater Service Areas 2015 Wastewater AUIR imilimmimill Timm- 11E110 .. . .:D ► - ..9 .II IU•F•� 0000 0 ' [ 0mg00lit iiii11411111111 ITT T t-a- a s L--- ! eI t e ®I _a_," «L e a z , � _ _ -fi ss s 31i 1 > 7 zs r' 1011©®01110 ©I .11 , t a t P !! i . „ ..ii p z T e PIN ko. o n 11111111111111 1111 3 ( a T , e �s f . 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M S a) as > N 0) CO 0 y, C C d 0)9 cc 0 o. F fl") - 0th ?• y co CD m � 1- y�c2+= c E w �o .5cgU3 Yaelm3a .= CWOOd)t ✓ a c d c . o W a) m m w W U E -co 0 as its a c °' rc°n) zw ZrXoih> W al. Ntoo a U W CO o U l0 D en ID o• m W x a) o a) oW W W 2X01.- > 0 0 > °ws a) iCi zMw03.. a 0 E a W2002 (.0 Q xre toCOU7 re in .0• C p 0.1 CD CL1 00 E H # ot to Q CO V co 71 SOLID WASTE DISPOSAL FACILITIES CONTENTS • SOLID WASTE DISPOSAL FACILITIES - SUMMARY • INTRODUCTION • TABLE 1 - COLLIER COUNTY LANDFILL DISPOSAL CAPACITY LEVEL OF SERVICE STANDARD: TEN YEARS OF PERMITTED LANDFILL CAPACITY AT PREVIOUS THREE YEARS AVERAGE TONS PER CAPITA DISPOSAL RATE, INC. NOTES • CHART 1 - TEN YEARS OF PERMITTED LANDFILL CAPACITY • TABLE 2 - COLLIER COUNTY LANDFILL DISPOSAL CAPACITY LEVEL OF SERVICE STANDARD: TWO YEARS OF LINED CELL CAPACITY AT PREVIOUS THREE YEARS AVERAGE TONS PER CAPITAL DISPOSAL RATE, INC. NOTES • CHART 2 - TWO YEARS OF LINED CELL CAPACITY • SOLID WASTE DISPOSAL FACILITIES SCHEDULES OF CAPITAL IMPROVEMENTS Collier County 2015 Annual Update and Inventory Report on Public Facilities 73 2015 AUIR SUMMARY SOLID WASTE DISPOSAL FACILITIES Facility Type: Solid Waste Disposal Facilities Level of Service Standard: 10 years of permitted landfill capacity and 2 years of lined cell capacity at previous 3 years average tons per capita disposal rate Capacity: Total Permitted Landfill Capacity Remaining, 2015 17,256,000 Tons Required Permitted Landfill Capacity, 2015 2,389,183 Tons Total Lined Cell Capacity Remaining, 2015 1,780,277 Tons Required Lined Cell Capacity, 2015 445,715 Tons Estimated Life of landfill 54 Years The Collier County Landfill is financed and operated under a design/build/operate Landfill Operating Agreement (LOA) with Waste Management Inc. of Florida (WWIF). All capital revenue and expenses incurred, including new cell construction, are paid through tipping fees paid to WWIF. Under the LOA: • No debt is carried by Collier County • Design/build/operate provisions ensure proper cell capacity • Landfill cells vary by size and disposal capacity Recommended Action: That the BCC find the Collier County Landfill Disposal Capacity in compliance with concurrency requirements found in FS Section 163, the Collier County Comprehensive Plan and the Land Development Code; that it continue its support of the Integrated Solid Waste Management Strategy initiatives to increase recycling to reach the 75% state goal; and that it approve the 2015 Solid Waste Disposal Facilities AUIR and CIE. Note: The Solid and Hazardous Waste Management Division reached a milestone in 2014, achieving a 61%recycling rate as reported by FDEP. 75 Collier County Government Public Utilities Department 2015 Annual Update and Inventory Report(AUIR) COLLIER COUNTY LANDFILL DISPOSAL CAPACITY Introduction: The Public Utilities Department's 2015 AUIR submittals are based on "Collier County Peak Season Population Estimates and Projections" dated July 10, 2015, prepared by Collier County Comprehensive Planning Section. Populations are derived from data obtained from: The 2010 Census; Bureau of Economic and Business Research (BEBR) population bulletins; Collier County Comprehensive Planning staff; and, Planning staff from the Cities of Naples and Marco Island. FY 2035 - FY 2070 projected populations are based on average annual percentage increases for FY 2032 - FY 2034 (1.18%). There are two notable observations from the 2015 Collier County Landfill Disposal Capacity AUIR; the third and fourth items are long range planning comments: 1. The 2015 Solid Waste AUIR projects that the Collier County Landfill will have zero capacity remaining in FY 2069 for the second year as reported in the 2014 Solid Waste AUIR. This represents 54 years of projected capacity. 2. The projected Tons Per Capita Disposal Rate in the 2015 Solid Waste AUIR for 2016 forward is 0.52, which is the same as the projected Tons Per Capita Disposal Rate in the 2014 Solid Waste AUIR. 3. Based on an estimate of 10 years for all federal, state and local permitting, site selection for a new landfill should be completed by 2049, to allow for permitting by 2059, preserving ten years of permitted landfill capacity in advance of 2069. 4. In FY2015,the Board of County Commissioners purchased 305 acres adjacent to the Collier County Landfill to provide sustainable renewable solid waste treatment and renewable energy planning capacity beyond 100 years. The 2015 Solid Waste AUIR is presented as a snapshot of concurrency conditions.The Collier County Solid and Hazardous Waste Management Division is in compliance with concurrency requirements for FY 2016 and FY 2017, as required by FS Section 163, the Collier County Comprehensive Plan and the Land Development Code. Recommendations: The Solid and Hazardous Waste Management Division reached a milestone, achieving a recycling rate of 61% in 2014, as reported by FDEP. In addition,Collier County has ranked 3rd in traditional recycling in comparison to other Florida Counties. The Public Utilities Department's staff recommends that the Collier County Board of County Commissioners approve the 2015 Collier County Landfill Disposal Capacity AUIR and continue to support the Integrated Solid Waste Management Strategy initiatives to increase recycling to reach the 75% State goal,and to divert recyclables and hazardous waste from the Collier County Landfill. The 305 acres adjacent to the Collier County Landfill will provide a sustainable platform towards future disposal treament and capitity for renewable engery that will extend the life of the landfill for an additional 100 plus years. 76 2015 AUIR-Solid Waste Collier County Government Public Utilities Department 2015 Annual Update and Inventory Report(AUIR) Table 1: Collier County Landfill Disposal Capacity Level of Service Standard: Ten Years of Permitted Landfill Capacity at Previous Three Years Average Tons Per Capita Disposal Rate July 30,2015 1 2 3 4 5 6 7 Tons Per Next Ten Years Ten Year Fiscal Peak Capita Annual Tons Total Landfill Landfill Permitted Landfill Year Population Disposal Disposed Capacity Capacity Capacity Surplus Rate Balance(tons) Requirement or Deficiency (tons) (tons) 2000 309,511 1.23 381,499 4,537,914 2,851,851 1,686,063 2001 325,159 1.32 430,511 4,107,403 2,623,566 1,483,837 2002 341,954 1.07 366,547 3,740,856 2,460,204 1,280,652 2003 359,191 0.80 288,409 5,820,359 2,381,106 3,439,253 2004 374,384 0.78 291,903 9,130,976 2,307,141 _ 6,823,835 2005 386,668 0.71 274,777 9,695,124 2,271,714 7,423,410 2006 396,310 0.70 278,384 9,920,278 2,214,147 7,706,131 2007 400,027 0.64 254,889 9,594,647 2,184,156 7,410,491 2008 399,532 0.61 241,816 9,282,412 2,171,393 7,111,020 2009 399,979 0.54 215,338 9,067,074 2,189,340 6,877,735 2010 387,183 0.54 209,277 8,857,797 2,217,351 6,640,446 2011 392,180 0.52 202,226 8,655,571 2,256,178 6,399,393 2012 398,107 0.51 203,185 18,566,434 2,297,871 16,268,563 2013 402,268 0.52 209,311 18,524,000 2,337,324 16,186,676 2014 407,990 0.53 217,938 18,186,000 2,372,097 15,813,903 2015 415,645 0.52 239,350 17,946,650 2,389,183 15,557,467 2016 423,325 0.52 220,817 17,725,833 2,428,297 15,297,536 2017 431,146 0.52 224,897 17,500,935 2,466,875 15,034,061 2018 439,113 0.52 229,053 17,271,882 2,504,888 14,766,994 2019 447,226 0.52 233,285 17,038,597 2,542,310 14,496,287 2020 454,901 0.52 237,288 16,801,309 2,579,170 14,222,139 2021 462,118 0.52 241,053 16,560,256 2,615,498 13,944,757 2022 469,451 0.52 244,878 16,315,377 2,651,275 13,664,102 2023 476,900 0.52 248,764 16,066,614 2,686,478 13,380,136 2024 484,467 0.52 252,711 15,813,903 2,721,084 13,092,819 2025 491,608 0.52 256,436 15,557,467 2,755,355 12,802,112 2026 498,310 0.52 259,932 15,297,536 2,789,560 12,507,975 2027 505,103 0.52 263,475 15,034,061 2,823,693 12,210,368 2028 511,988 0.52 267,067 14,766,994 2,857,745 11,909,249 2029 518,967 0.52 270,707 14,496,287 2,891,710 11,604,577 2030 525,562 0.52 274,147 14,222,139 2,925,829 11,296,310 - 2031 531,763 0.52 277,382 13,944,757 2,960,351 10,984,406 2032 538,038 0.52 280,655 13,664,102 2,995,280 1.0,668,822 2033 544,386 0.52 283,966 13,380,136 3,030,622 10,349,515 2034 550,809 0.52 287,317 13,092,819 3,066,380 10,026,439 2035 557,308 0.52 290,707 12,802,112 3,102,560 9,699,552 2036 563,884 0.52 294,137 12,507,975 3,139,167 9,368,808 2037 570,537 0.52 297,608 12,210,368 3,176,206 9,034,162 2038 577,269 0.52 301,119 11,909,249 3,213,682 8,695,567 2039 584,080 0.52 304,672 11,604,577 3,251,601 8,352,976 2040 590,972 0.52 308,267 11,296,310 3,289,966 8,006,344 2041 597,945 0.52 311,904 10,984,406 3,328,785 7,655,622 2042 605,000 0.52 315,584 10,668,822 3,368,061 7,300,761 2043 612,138 0.52 319,308 10,349,515 3,407,801 6,941,714 2044 619,361 0.52 323,075 10,026,439 3,448,009 6,578,430 2045 626,669 0.52 326,887 9,699,552 3,488,692 6,210,860 2046 634,063 0.52 330,744 9,368,808 3,529,855 5,838,953 77 2015 AUIR-Solid Waste Collier County Government Public Utilities Department 2015 Annual Update and Inventory Report(AUIR) Table 1:Collier County Landfill Disposal Capacity Level of Service Standard: Ten Years of Permitted Landfill Capacity at Previous Three Years Average Tons Per Capita Disposal Rate July 30,2015 1 2 3 4 5 6 7 Tons Per Next Ten Years Ten Year Fiscal Peak Capita Annual Tons Total Landfill Landfill Permitted Landfill Year Population Disposal Disposed Capacity Capacity Capacity Surplus Rate Balance(tons) Requirement or Deficiency (tons) (tons) 2047 641,544 0.52 334,647 9,034,162 3,571,504 5,462,657 2048 649,114 0.52 338,595 8,695,567 3,613,644 5,081,922 2049 656,773 0.52 342,590 8,352,976 3,656,282 4,696,695 2050 664,522 0.52 346,632 8,006,344 3,699,422 4,306,922 2051 672,363 0.52 350,722 7,655,622 3,743,072 3,912,550 2052 680,296 0.52 354,860 7,300,761 3,787,236 3,513,525 2053 688,323 0.52 359,047 6,941,714 3,831,922 3,109,792 2054 696,444 0.52 363,284 6,578,430 3,877,135 2,701,296 2055 704,661 0.52 367,570 6,210,860 3,922,881 2,287,979 2056 712,976 0.52 371,907 5,838,953 3,969,167 1,869,786 2057 721,388 0.52 376,295 5,462,657 _ 4,015,999 1,446,658 2058 729,900 0.52 380,735 5,081,922 4,063,384 1,018,538 2059 738,512 0.52 385,228 4,696,695 4,111,328 585,367 2060 747,226 0.52 389,773 4,306,922 N/A N/A 2061 756,042 0.52 394,372 3,912,550 N/A N/A 2062 764,963 0.52 399,025 3,513,525 N/A N/A 2063 773,988 0.52 403,733 3,109,792 N/A N/A 2064 783,121 0.52 408,497 2,701,296 N/A N/A 2065 792,361 0.52 413,317 2,287,979 N/A N/A 2066 801,710 0.52 418,193 1,869,786 N/A N/A 2067 811,169 0.52 423,128 1,446,658 N/A N/A 2068 820,740 0.52 428,120 1,018,538 N/A N/A 2069 830,424 0.52 433,171 585,367 N/A N/A 2015 AUIR-Solid Waste 78 Collier County Government Public Utilities Department 2015 Annual Update and Inventory Report(AUIR) Table 1: Collier County Landfill Disposal Capacity Level of Service Standard:Ten Years of Permitted Landfill Capacity at Previous Three Years Average Tons Per Capita Disposal Rate July 30,2015 NOTES: (References are to the column numbers on previous Pagel 1. Fiscal Year starts October 1 and ends September 30. 2. Peak Population. Estimates and projections for the existing service area are based on "Collier County Peak Season Population Estimates and Projections"dated July 10,2015, prepared by Collier County Comprehensive Planning Section. Populations are derived from data obtained from: 2010 Census; Bureau of Economic and Business Research (BEBR) population bulletins; Collier County Comprehensive Planning staff; and, Planning staff from Naples and Marco Island. FY 2035-FY 2069 projected based on average annual percentage increase for FY 2032- FY 2034 (1.18°/x). 3. Tons Per Capita Disposal Rate for FY 2000- FY 2015 is calculated by dividing the actual Annual Tons Disposed (column 4) by the Peak Population (column 2). FY 2016 forward is the average Tons Per Capita Disposal Rate (column 3) of previous 3 years (FY 2013, FY 2014, and FY 2015). 4. Annual Tons Disposed for FY 2014 is actual tonnage amount buried at the Collier County Landfill. FY 2015 reflects the projected tons disposed from the current year forecast. FY 2016 forward are derived from Peak Population (column 2) multiplied by the Tons Per Capita Disposal Rate (column 3). 5. Total Landfill Capacity Balance(tons) is the previous years Total Landfill Capacity Balance (column 5) minus Annual Tons Disposed (column 4)at the Collier County Landfill. The bolded value in the Total Landfill Capacity Balance (column 5) is from Waste Management, Inc. of Florida's (WMIF)Annual Estimate of Remaining Life and Capacity Letter that includes the Board approved and FDEP permitted vertical expansion plus 930,000 tons of contracted disposal capacity at the Okeechobee Landfill. 6. 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. 7. Ten Year Permitted Landfill Capacity Surplus or Deficiency(tons)is the Total Landfill Capacity Balance (column 5) minus the Next Ten Years Landfill Capacity Requirement (column 6). 79 2015 AUIR-Solid Waste (suo;}o suolll!w)IN3W321If10321 All3VdVO 11IdQNV1 S21V3A N311X3N O CO CO N O N .- ,- .- N- c- CO CO V' N I L 1 - rte'+ — 0l9 O O E cD Oc a) U - x`90 as o •� c (a a) E — �9 > — p0c' Q (o — O� 0S m H �90c S Q c ° 4 Q s c`a '( ( T csc' S m E - o ( c os c cc J J 1� — 0Oc' ca Z LL co ai (Y3 d ›-LO (p Q• - (92t Oc' CO O 0 (a -U - 25� 1 ---_ Oc c 0 CO a.3 W AO al (o ca Q-a, — Og m HV �ao —_ OOc-' Q 111 5 CC a Q.(6 _ D o O c I- � `' `� O J a) d J Ci a c A c Q Z °O U 1 O U) E = •(u a�i ° OOc-' U , c�0 p' o QEm 2 - 0c o Q a M > as _ °- w 9c }, o > , c cu_ .-c 0. 0 Z m (o 40 c al W d >U °->, c' m O � � iyj c 15 — �c CO a •—ai as ,.- 0 • � o a)) >, — c v — N c0 rn Oa'O m co II- a cCLC°'1E o (`�o _ oc U x a� m I no Q e`a w° a o a � - �Oc, 7 _ (n _ 0 V c HOC — HOC CO To V) o° NE - Oc o c) m 's D3 as z — 0 in >- -E-. 2 _ 00c' O O ` 0 0c' O —1 t c.c' i O� u) O O Co co d' CV O CO CO d' N O2 cc (V c- - � e Q (suo;}o suo!II!W)3ONV1VEI AIIOVdV3 11IdGNV1 1V101 to 0 N 80 Collier County Government Public Utilities Department 2015 Annual Update and Inventory Report(AUIR) Table 2: Collier County Landfill Disposal Capacity Level of Service Standard: Two Years of Lined Cell Capacity at Previous Three Years Average Tons Per Capita Disposal Rate July 30,2015 1 2 3 4 5 6 7 Next Two Years Tons Per Projected Lined Fiscal Peak Capita Annual Tons Lined Cell Lined Cell Cell Capacity Year Population Disposal Disposed Capacity Capacity Surplus or Rate Balance(tons) Requirement (tons) Deficiency(tons) 2000 309,511 1.23 381,499 1,019,063 797,058 222,005 2001 325,159 1.32 430,511 588,552 654,956 (66,404) 2002 341,954 1.07 366,547 2,325,580 580,312 1,745,268 2003 359,191 0.80 288,409 2,037,171 566,680 1,470,491 2004 374,384 0.78 291,903 1,745,268 553,161 1,192,107 2005 386,668 0.71 274,777 1,470,491 533,273 937,216 2006 396,310 0.70 278,384 1,973,878 496,705 1,477,173 2007 400,027 0.64 254,889 1,718,989 457,154 1,261,835 2008 399,532 0.61 241,816 1,477,173 424,615 1,052,558 2009 399,979 0.54 215,338 2,107,085 411,503 1,695,582 2010 387,183 0.54 209,277 2,027,287 405,411 1,621,876 2011 392,180 0.52 202,226 1,825,061 412,496 1,412,565 2012 398,107 0.51 203,185 1,621,876 427,249 1,194,627 2013 402,268 0.52 209,311 2,237,565 457,288 1,780,277 2014 407,990 0.52 217,938 2,019,627 460,167 1,559,460 2015 415,645 0.52 239,350 1,780,277 445,714 1,334,563 2016 423,325 0.52 220,817 2,939,460 453,950 2,485,510 2017 431,146 0.52 224,897 2,714,563 462,338 2,252,225 2018 439,113 0.52 229,053+ 2,485,510 470,573 2,014,937 2019 447,226 0.52 233,285 2,252,225 478,341 1,773,884 2020 454,901 0.52 237,288 2,014,937 485,931 1,529,006 - 2021 462,118 0.52 241,053 1,773,884 493,642 1,280,242 2022 469,451 0.52 244,878 1,529,006 501,475 1,027,531 2023 476,900 0.52 248,764 1,280,242 509,147 771,095 2024 484,467 0.52 252,711 1,027,531 516,368 51 1,163 2025 491,608 0.52 256,436 771,095 520,287 250,808 2026 498,310 0.52 259,932 511,163 524,260 (13,097) 81 2015 AUIR-Solid Waste Collier County Government Public Utilities Department 2015 Annual Update and Inventory Report(AUIR) Table 2: Collier County Landfill Disposal Capacity Level of Service Standard: Two Years of Lined Cell Capacity at Previous Three Years Average Tons Per Capita Disposal Rate July 30,2015 NOTES: (References are to the column numbers on previous page) 1. Fiscal Year starts October 1 and ends September 30. 2. Peak Population. Estimates and projections for the existing service area are based on"Collier County Peak Season Population Estimates and Projections"dated July 10,2015, prepared by Collier County Comprehensive Planning Section. Populations are derived from data obtained from:2010 Census; Bureau of Economic and Business Research (BEBR) population bulletins; Collier County Comprehensive Planning staff; and, Planning staff from Naples and Marco Island. FY 2035-FY 2069 projected based on average annual percentage increase for FY 2032-FY 2034(1.18%). 3. Tons Per Capita Disposal Rate for FY 2000-FY 2015 is calculated by dividing the actual Annual Tons Disposed (column 4)by the Peak Population (column 2). FY 2016 forward is the average Tons Per Capita Disposal Rate(column 3)of previous 3 years(FY 2013, FY 2014, and FY 2.0151_ 4. Annual Tons Disposed for FY 2014 is actual tonnage amount buried at the Collier County Landfill. FY 2015 reflects the projected tons disposed from the current year forecast. FY 2016 forward are derived from Peak Population (column 2) multiplied by the Tons Per Capita Disposal Rate (column 3). 5. Lined Cell Capacity Balance (tons)is the previous years Lined Cell Capacity Balance(column 5)minus Annual Tons Disposed(column 4)at the Collier County Landfill. See below for explanations of the bolded values in the Lined Cell Capacity Balance(column 5). Fiscal New Description Source of Information Year Capacity (tons) 2002 930,000 Contracted disposal capacity June 12, 2001 Disposal Capacity at the Okeechobee Landfill. Agreement, as amended. 2002 1,173,575 Lined Cell Expansion Complete. 2006 911,250 Lined Cell Expansion Complete. 2009 845,250 Lined Cell Expansion Complete. 2013 825,000 Lined Cell Expansion Waste Management, Inc. of Florida (WMIF)5-year Cell Development Schedule received 03/25/14 2016 1,380,000 Lined Cell Expansion WMIF 5-year Cell Development 2017 Schedule dated 03/25/14. 6. Next Two Years Lined Cell Capacity Requirement(tons) is the sum of the next two years of Annual Tons Disposed(column 4) at the Collier County Landfill. 7. Projected Lined Cell Capacity Surplus or Deficiency(tons)is the Lined Cell Capacity Balance (column 5) minus the Next Two Years Lined Cell Capacity Requirement(column 6). 82 2015 AUIR-Solid Waste (©m P mm IN]n3 no]d e¥dV3 S V A Om11 3N \ \ a CO b ^ '� \ Al, $ as - � / j 2 \ \ - •/ \3 .\ n 1 a ) ; R 2 2 E ∎ � E\ % � \ i " E) - �a E � > 1 m c - 0 - 3 � m I ° _ U / - �C \ 6 CL t _ e U k / � Z ) . , \ \ O w , a + CI a ) / W # o . - o 2 ># U) � fCt (N . - 2oI- � & <t t C4 22k - > >• / c & - 7 O : _ LI R � \ � � k C.1 14g a e - s W o c4 , ƒ / _ �2 a U " _ /_ . F. /- m �� j ® ± m »§ b S \ \ k k § k 0 _ � � o n 70 76 ao E 2 / 22 - - 2 e - Cl) o @ § \ LJ - 4I . , 0 R - / ` a \ # CO ( , , CC s \@um mm� 33NY1¥8 Qb Yoh 30 Q3Nf 83 \ Z j -J 1.9 69 < 2 2 \ jam" 4 0 < § N 99 69 te 69 Z al a \ } } u. 1.- sa 2a k N < IL } ^ -_ @ N A N < &z § o 7 z co 19 _ ■ < [ j §a_\ 2y (% z w \f = ± 0 = !g k � % i B _< X u S2 0) § z [ § /}/) o a)> w [22> w ›., o kf\k }f2{, , 92 .28 \k)k0 ƒ /7800 ; 4)"0 m* [§{ C if)±$ (0 X R|\ . . 0 - ) k\/k/ N la ifi ° � . O) § 2\ § G) \ mm 2ko3- k Cl) � aL 4 ! 2ff �j § wk_j a) d / � � J\ �kk \ a) < _J 7k \ �_�\/ \ p z ] z §/»¥a al _ � �\\) e o 2 00 * s7 0 ill S c co a) 22 co 0 )) §- q ta 0 84 69 91 69 69 } 2 § { « e e CI 0 I- �__ 6969 < } \ \ CA 91 N N E U. j ER Z n"� 64 S N N < 49 49 Ze 61 69- f e 4. ( 1 6969 _ k 5 § § IL < N U- §) ® �\i � I)dam t &m / / In 2§ 0 ° :2= A. ( § )))�I ce§ § 0 /)j) z 0 £ -2 `� ° # ®) 7# ( 022E S f$£ /& § 02C GO }2 r# . --3$ \\{0 o§2} C E E ] |�CD|k E u 7s2g LO ] U _- N /§ )��j I- qt &i0- to as j\0 I/ a) 0-%2 • < )//\ E E 130 } / J- / 2// / § R) � 2q ©%\J ' °z N� mE - #— L2u a > f> . / )0§ X_J Id\ ) k wS A 0 C7® 0 U 85 COLLIER COUNTY SCHOOL CAPITAL IMPROVEMENT PLAN CONTENTS • SUMMARY OF DISTRICT SCHOOL BOARD OF COLLIER COUNTY CAPITAL IMPROVEMENT PLAN (CIP) FOR NEXT FIVE YEARS Recommendation: That the BCC include the District School Board of Collier County Capital Improvement Plan for FY 16-35, and the District Facilities Work Program for FY 16-20 by reference with the FY 2015/16 —FY 2019/2020 Schedule of Capital Improvement update and amendment. 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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 REGIONAL PARK LANDS • TABLE • CHART • ANTICIPATED CHANGES IN REGIONAL PARK LAND INVENTORY OVER NEXT FIVE YEARS -TABLE • COUNTY PARK LAND INVENTORY • COUNTY PARKS INVENTORY- MAP • CHANGES IN PARKS AND RECREATION INVENTORY IN PREVIOUS YEAR- SUMMARY • FEDERAL AND STATE OWNED PARK LAND - MAP Collier County 2015 Annual Update and Inventory Report on Public Facilities 95 2015 AUIR COMMUNITY AND REGIONAL PARK LANDS SUMMARY Facility Type: Community and Regional Park Land (Category A) Level of Service Standard (LOSS): 1.2 acres per 1,000/population (Community) 2.7 acres per 1,000/population (Regional' Unit Cost: $176,906 per acre* Community Parks: Using the Peak Season population for unincorporated area of the County, the following is set forth: Acres Value Available Inventory as of 9/30/2015 547.74 $96,898,492 Required Inventory as of 9/30/2020 489.69 ** $86,629,099 Proposed AUIR FY 2015/16-2019/20 8.00 **** $1,415,248 5-year Surplus or (Deficit) 66.05 $11,684,641 Regional Parks: Using the Countywide Peak Season population, the following is set forth: Available Inventory as of 9/30/2015 1,237.51 $218,922,944 Required Inventory as of 9/30/2020 1,228.23 *** $217,281,256 Proposed AUIR FY 2015/16-2019/20 0.00 **** $0 5-year Surplus or(Deficit) 9.28 $1,641,688 Expenditures Proposed AUIR FY 15/16-19/20 (value of)Acquisitions $1,415,248 Debt Service Payments for 2006/2012 Bonds $17,359,700 Total Expenditures $18,774,948 Revenues Impact Fees anticipated $34,769,800 Interest/Misc $155,400 Grant/Reimbursement $0 Available Cash for Future Projects/Payment of Debt Service $8,222,000 Proposed added value through commitments, leases and governmental transfers $0 Total Revenues $43,147,200 Surplus or(Deficit) Revenues***** $24,372,252 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 for FY 2015/16- FY 2019/20" 97 Notes: * Unit cost value per Impact Fee Update as indexed. ** Peak Season population for the unincorporated area of the County of 408,072 x 0.0012 LOSS =489.69 acres *** Countywide Peak Season population of 454,901 x 0.0027 LOSS = 1,228.23 acres **** Proposed AUIR FY 2015116- FY 2019120 The 8 acres (Whittaker Dog Park) is an expansion park site based on BCC direction. ***** Reserved for future growth 98 `- - N N 0 0 0 Co 0 0 0 0 0 ' CO co co M eh M eh M M co) M '� gO) Ci T T T T : T T 1,.; T T .` :&. 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X41 '1 'U 9 i` �'XJJ U W • N i '�!"�'r' • - 'air.-. a WM ---Y7:1,,,,, r ii , .. i I II N N T w UI _ ^''ft _ S i jibN W oa . 111.11111111111 x a>. ° � v - a)- g r ..-----u- l � � .. , s Lc) _ . ;�'"e sue"= ra -h - N h ` " N 'KS — o a — 0 109 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 2015 Annual Update and Inventory Report on Public Facilities 111 Updates and Amendments to the Capital Improvement Element The Annual Update and Inventory Report includes updates to the Capital Improvement Element of the Growth Management Plan needed to eliminate existing deficiencies, replace obsolete or worn out facilities, and make available adequate facilities for future growth. These updates include the two following tables and two Collier County Public School District planning documents as provided for in Policy 4.2 of the Capital Improvement Element. What follows as Exhibit A is the Schedule of Capital Improvements for the next five year period [Fiscal years 2016 through 20201. Exhibit A is a component of the Capital Improvement Element and indicates the County's needs for arterial and collector roads and bridge facilities, parks and recreation facilities, stormwater management system, potable water system, solid waste disposal facilities, and wastewater collection and treatment system improvements — all Category "A" facilities subject to concurrency. Public schools are also Category"A"facilities, and planning for public schools over the next five year period is provided by the Collier County Public School District Facilities Work Program, as incorporated into the Capital Improvement Element as data and analysis. What follows as Appendix H is the Schedule of Capital Improvements for the future five year period [Fiscal years 2021 through 20251. Appendix H supplements the Capital Improvement Element for long term facilities planning of the same Category "A"facilities. Long term planning for public schools is provided by the Collier County Public School District Capital Improvement Plan that is incorporated by reference in the Capital Improvement Element. Each Schedule of Capital Improvements table represents the revenue sources and expenditures for Category "A" public facilities to maintain the levels of service standards established by the Capital Improvement Element. 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E C 1L a)" m m 7 (yp:.a 5.F 4- g ¢ 2-0 0 -1 > (off•- CT laa C 01 E Q C U y W CO, W Tu CdU 41 m 7'o m o,- > C i- LL 0 Q.0 O cern?, N y G J -F___1,243,U" u 3 'H E z UmoaOO Yr;[2 mom mE00 €' d m z U W W N m Q a = m ?) 6) 7 w O m c3a h Y 3 E m - F o".. 7"' o a) j No o m >13 2 m a c) ZoEo •` . o E ▪ d y zF 00 a' c Z a 0 0Fz o� vonm a U E ' m � �A O a,nQmW mLLUQ» ) m x m 4) o 11 U K Q O W W N m rn a';o m A °UY° _> Y n 0mn J0 dQ F C .0 C U 7.. CU '3° c .o m C o ¢ m 4 ILI V 0. Lu y m 44 0 0 o a U) 0 120 EXHIBIT"A" COLLIER COUNTY SCHEDULE OF CAPITAL IMPROVEMENTS COST AND REVENUE SUMMARY TABLE FISCAL YEARS 2016-2020 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. Pro ects Revenue Sources Expenditure Revenue Amount Total ARTERIAL&COLLECTOR ROADS AND BRIDGE PROJECTS Revenues: IF-Impact Fees/COA Revenue $47,800,000 DCA-Development Contribution Agreements $900,000 GA-Gas Tax Revenue $92,500,000 GR-Grants/Reimbursements $9,676,000 CF-Available Cash for Future Projects/Payment of Debt Service $17,605,000 TR-Transfers $62,860,000 GF-General Fund $1,938,000 ARF-Additional Roll Forward $15,127,000 IN-Interest Revenue-impact Fees -$1,443,000 $246,963,000 Less Expenditures: $246,963,000 $246,963,000 Balance $0 POTABLE WATER SYSTEM PROJECTS Revenues: W1F-Water System Development Fees/Impact Fees $24,500,000 RR-Revenue Reduction(less 5%required by law) $0 8-Bonds $0 LOC-Commercial Paper 1 $0 SRF-State Revolving Fund Loans $0 WCA-Water Capital Account $4,026,000 REV-Rate Revenue $120,806,000 $149,332,000 Less Expenditures: $149,332,000 $149,332,000 Balance $0 WASTEWATER COLLECTION&TREATMENT SYSTEM PROJECTS t—N\ Revenues: SIF-Wastewater System Development Fees/Impact Fees $22,500,000 RR-Revenue Reduction(less 5%required bylaw) $0 B-Bonds $0 SRF-State Revolving Fund Loans $28,716,000 LOC-Commercial Paper,Additional Senior Lien $0 SCA-Wastewater Capital Account,Transfers $4,173,000 REV-Rate Revenue $225,936,400 $281,325,400 Less Expenditures: $281,325,400 $281,325,400 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 $34,789,800 DIE-Deferred Impact Fees $0 GR-Grants I Reimbursements $0 1N-Interest $155,400 RR-Revenue Reduction(less 5%required by law) $0 CF-Available Cash for Future Projects/Payment of Debt Service $8,222,000 TR-Added Value through Commitments,Leases&Transfers $0 GF-General Fund $0 $43,147,200 Less Expenditures: $17,359,700 $43,147,200 Balance $25,787,500 STORMWATER MANAGEMENT SYSTEM PROJECTS Revenues: GR-Grants I Reimbursements $1,312,000 CF-Available Cash for Future Projects/Payment of Debt Service $92,000 IN-interest Revenue $180,000 RR-Revenue Reduction(less 5%required by law) ($10,000) MSTD-General Fund $7,750,000 GF-General Fund $20,060,000 $29,384,000 Less Expenditures: $29,384,000 $29,384,000 Balance $0 TOTAL REVENUE TOTAL PROJECTS $724,364,100 SOURCES $750,151,600 G:ICDES Planning ServienslComprehendvaB015 AUIR-ClEv u CIE Updateslparaat-old dagl00l CIE FY 15-20 15AUIR 121 0 a Zo- w 0 0 ¢ 000000000 ao00000000 ¢ 0 0 0 0 0 0 0 0 0 0 0 0 n 0 0 0 0 0 0 fr H 0 0 0 0 0 0 0 0 O 0 0 0 O O O a 0N 0 0 0 0 0 0 O 0 O FO 0 OO N� O �04< Zi <0 0 0 ^Z 0 In IC]N C) M m a0 In 0 O nN- 00 N- 0< ONm 0 0 CD 6 F r»in <ft wi F Ni fA v> w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p- 0000000 0 0 00 N0000000 0< 2 0 0 0 0 0 0 0 0 O O u O O O n N 0 0 0 0 0 0 0 0 O 066 O O O O 5 NO_ 2o O V�O O N<00 N- O 0 0 Y Iii M 0- c nr co >-o N m » CD a a n 4yr 0 o 0 m u} w 0 Ay i» 49 vi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 F 0 0 0 0000 0 0 00 000000 0-0 2 00000,00000 M O O 0 O O 0 Np o 000 0 O O 'cq 00 O O O <000000 4 0 0 0 0 0 0 O O O O N O O HS O fo 0 N CD f`7 N- O B a 2 1L V-o 1A u''‘- M V'm ) o 0 Ni ro y 4 0 to bto IS-69 iR 0 49 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 C- 0 0 00000 0 0 00000000 00 Z N 0 0 0 0 0 0 0 0 0 N 0 0 0 0 O ❑ N 0 66666666 N o 0 O 0 O 0000oln4 00 o 000 0 0 0 O N 0 r 0 V'Q ea0 Co Co N CO0 n O CO U- -r ri fn - vi at-CO Y ui0 c a u_» 0 ur 69 CO 1i 0 0 0 000000000 0000000000 Z 00000000 0 co CD va as ra o0o0 o 000000000 ,oa o 0 0 } N O 0 0 0 0 0 0 0 O 000 O O O O N 0 O OV' V 0 0 43 co O 0 coal N- 0 (0 -� S },Iii C7 0., Ci 7 Cb 1-in(O > O a u.0 Go 0 63 C) lc.b7 !n 4<) a M i o ° ° 0°°0 O O D 1 J o 0 ¢ ¢ 0 0 j Q i- F A O O 1-- c O i 1-G4 iA a No -L o c U o 0 0 0 0 0 '5 012 p ER En 06903 0 42 c a W v vo o 0, c O J ° N m c 2 J ¢ V .ri 2N N L 69 EA 1L o c =I N 25 0 c` C 0 0 0 0 0 0 U Q a EA 64 0*A-64 00 c as W c, c : N N O O N 2 J 0 O V m" Q N NO a -c' 6a 69 64 N- JCFa- La as C • d ma o 0c 69 °Eft 00 66 9 03 00 C ca 0 0 0 of- W N N O O _5 R w9 J N 00 m Q0i 0.'L U 0 ai Q N N N N a X 0 EA IL u. co U 7 N Q a 0 ZI J • C a C ` 2 C C U o re o 0 • XQ 0 4 0 0 .. 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N a a �� 0 mL m° = III '— 0 a 0 c , Z y y y °-00 7,,c'32,',512 ° co 0. m o n W j Oc. c<Q w oa-0 0 5 Ii k y« d1- Z c c 0 8,<v 2a) - < a W — 'vF wvg. la w. )L.S 2 to aa)i N 0.L m a W w %�, E )p (9 N 0 y 3 a�ft d U ¢ N �ctm a > yt 7U:: ac)6 Ufnat cgo) c Z a�i 7U ow w m N., N al $03 a)0 yLm a)V m c w CCCENUF-' Y 0C � ENtrr d._ N m N '2 c N c U�O Q w t'' N d E N i w 0 0 >.1`0 4. E 1-ai w c -Ecin ? W ZU ---`o�� uZi C-64C)Ng c OL a a p Et, N > tm W U Q> > 0 t) (6 2 N - xa NN Na w Y. (( 0000Ww ZmEa) > 2 ce W w..0 0 Y u,C W V)J(n X R r > a Q z c a H E w w a El CO 0 Lil .Q Q as a 0 x' is 128 APPENDIX H FUTURE COSTS AND REVENUES BY TYPE OF PUBLIC FACILITY COST AND REVENUE SUMMARY TABLE FISCAL YEARS 2021-2025 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 $28,000,000 GA-Gas Tax Revenue $91,500,000 GR-Grants!Reimbursements $0 CF-Available Cash for Future Projects/Payment of Debt Service $0 TR-Transfers $0 GF-General Fund $68,500,000 DC-Developer Contribution Agreements 1 Advanced $0 IN-Interest-Fund 313(Gas Tax&Interest Impact Fees $5,000,000 RR-Revenue Reduction(less 5%required by law) $0 $193,000,000 Less Expenditures: $193,000,000 $193,000,000 Balance $0 POTABLE WATER SYSTEM PROJECTS Revenues: WIF-Water System Development Fees $113,910,000 RR-Revenue Reduction(less 5%required by law) $0 WCA-Water Capital Account $3,066,000 REV-Rate Revenue $24,500,000 $141,476,000 Less Expenditures: $141,476,000 $141,476,000 Balance $0 WASTEWATER TREATMENT SYSTEM PROJECTS Revenues: SIF-Wastewater System Development Fees $22,500,000 RR-Revenue Reduction(less 5%required by law) $0 B-Bonds $0 SRF-State Revolving Fund Loans $12,495,000 LOC-Commercial Paper,Additional Senior Lien $0 SCA-Wastewater Capital Account $3,066,000 REV-Rate Revenue $391,269,110 $429,333,110 Less Expenditures: $429,333,110 $429,333,110 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 $0 GR-Grants/Reimbursements $0 GF-General Fund $0 $0 Less Expenditures: $0 $0 Balance $0 STORMWATER MANAGEMENT SYSTEM PROJECTS Revenues: GR-Grants/Reimbursements $0 CF-Available Cash for Future Projects/Payment of Debt Service $0 CRA-Community Redevelopment Area/Municipal Service Taxing $0 GF-General Fund $27,575,000 $27,576,000 Less Expenditures: $27,575,000 $27,576,000 Balance $0 W IAL tOtAL REVENUE PROJECTS $791,384,110 SOURCES $791,384,110 G:ICDES Planning SennceslComprehenslva12015 AUIR-C1015 CIE Update-WO CIE FY 21-25_15 AUiR 129 ANNUAL UPDATE AND INVENTORY REPORT ON PUBLIC FACILITIES 2015 CATEGORY "B" FACILITIES (Non-Concurrency Regulated) 1. County Jail & Correctional Facilities 2. Law Enforcement Facilities 3. Library — Buildings — Materials/Collections 4. Emergency Medical Services 5. Government Buildings 6. Isles of Capri Fire Control & Rescue District 7. Ochopee Fire Control & Rescue District Collier County 2015 Annual Update and Inventory Report on Public Facilities 131 COUNTY JAIL & CORRECTIONAL FACILITIES CONTENTS • COUNTY JAIL & CORRECTIONAL FACILITIES - SUMMARY • TABLE • CHART • JAILS & CORRECTIONAL FACILItIES - EXISTING INVENTORY- LOCATION MAP • COUNTY JAIL POPULATION TRENDS-2011 THROUGH 2014 Collier County 2015 Annual Update and Inventory Report on Public Facilities 133 2015 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: $80,979/floor space required/individual housed** Using the Countywide Peak Season population, the following is set forth: Units Value/Cost Available Inventory 9/30/15 1,304 $ 105,596,616 Required Inventory 9/30/20*** 1,269 $ 102,762,351 Proposed AUIR FY 2015/16 - FY 2019/20 0 $ 0 5-year Surplus or (Deficit) 35**** $ 2,834,265 Expenditures Proposed AUIR FY 2015/16 - FY 2019/20 Expenditures $ 0 Debt Service Payments on 2013 Bond $ 1,572,192 Debt Service Payments on 2011 Bond (refinanced 2003 bond) $ 9,180,711 Total Expenditures $ 10,752,903 Revenues Impact Fees $ 5,712,676 Interest $ 26,000 Available Cash for Future Projects/Payment of Debt Service $ 1,650,200 Loan from Countywide Capital Projects (Gen Fund) $ 3,364,027 Total Revenues $ 10,752,903 Surplus or (Deficit) Revenues for 5-year Capital Program $ (0) Revenues needed to maintain existing LOSS $ 0 Recommendation: That the BCC approve the proposed Jails /Correctional Facilities AUIR for FY 2015/16 - FY 2019/20, which contains no new projects over the five-year planning period. 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 2015 Impact Fee Update from previous value of$75,468 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. 135 **** The Immokalee Jail Center(IJC) is a 192-bed adult detention center and booking facility. 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. For the Naples Jail Center(NJC) the average daily jail population from Jan-July was 789; the average population was 856 in 2014. 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CO 000C9 40 CD 00N NOCn0O U.) 00 0 a) 0000000000 m El Cn CO CO co N C)CO c0 co CO 0) N U - a)pQ ) = = C C C = _ _ = C N r� W 00 00 00 00 00 CO Cp c0 c0 c0 00 c0 0 0 C 05 ' L L.O.0.(L L a .0 L 0 0 LL C2 > >7 CU Cn CON CO 01 Or N M'0• E m i (Cl Q O CL o L m 0 0 0 0 0 0 0 0 0 0 C = _ T)0 E N N N N N N N N N N a)O O - m >->->->-}>'>->- >-r E°w• 8..- 8O `y u.LLLL LLLLLL LL LL Nns N W 2 0 O c C c c c c c c C C 69 ` a' 0 0 c a) > .0 y.0 0 0 0 0 0 0 0 0 0 C a) m HD E E C L -.47', C ¢ O C).0 C 01.7000000000• • • . E E 2 Z 0 a) 0 o a) 72 1X E Elmo a) a) a) a) a) m a) a) a) a) •- ct 2OZO-,u'2¢2�-nctGo >� QIL-.Q h=-0000000000 �1 v 1 140 COUNTY LAW ENFORCEMENT FACILITIES CONTENTS • COUNTY LAW ENFORCEMENT FACILITIES - SUMMARY • TABLE • CHART • EXISTING AND LEASED LAW ENFORCEMENT BUILDINGS-MAP • EXISTING AND LEASED LAW ENFORCEMENT BUILDINGS-TABLE • COUNTY SHERIFF'S OFFICE CALLS FOR SERVICE OVER LAST 5-YEAR PERIOD • COUNTY SHERIFF'S OFFICE CRIMES AND CRIME RATES • COLLIER COUNTY SHERIFF'S OFFICE DISTRICT BOUNDARIES - MAP Collier County 2015 Annual Update and Inventory Report on Public Facilities 141 2015 AUIR SUMMARY LAW ENFORCEMENT FACILITIES Facility Type: Law Enforcement (Category B) Level of Service Standard (LOSS): 1.84 Officers per 1,000/population Unit Cost: 401.2 building square footage per Officer @ $362.00 per sq.ft.* Using the Unincorporated Area Peak Season and the Everglades City populations, the following is set forth: Officers Required Sq. Ft. Req'd Value/Cost Available Inventory 9/30/15 660** 263,187** $ 95,273,694 Required Inventory 9/30/20`** 752 301,622 $109,187,164 Proposed AUIR FY 2015/16 - FY 2019/20 17 7,000 $ 2,534,000* 5-year Surplus or (Deficit) (79) (31,695) ($ 11,473,590) Expenditures Proposed AUIR FY 2015/16 - FY 2019/20Expenditures $ 2,394,000 Debt Service Payments for 2010, 2011 & 2013 Bonds $ 9,902,500 Total Expenditures $ 12,296,500 Revenues Impact Fees anticipated $ 5,355,800 Interest $ 11,500 Orangetree Substation funding in place for construction $ 2,394,000 Loans from Countywide Capital Projects (Gen Fund) $ 3,911,000 Available Cash for Future Projects/Payments of Debt Service $ 624,200 Total Revenues $ 12,296,500 (Deficit) Revenues for 5-year Capital Program $ 0 Revenues needed to maintain existing LOSS ($ o)**** Recommendation: That the BCC approve the proposed Law Enforcement AUIR for FY 2015/16 - FY 2019/20, which contains one new project (Orangetree permanent Substation) over the five-year planning period. Notes: * Unit cost value based upon cost estimate for the Orangetree permanent station scheduled for FY2015-16. ** Actual officers & square footage available. *** The required inventory does not attempt to predict future possible increases or decreases in land, building and equipment costs. **** Based on BCC direction, the 2011 AUIR established a new methodology establishing the Level of Service (LOS) for Law Enforcement, with 2011 established as the baseline year. All population added since the 2011 AUIR is expressed as needed square footage, but increase in officers/square footage is not directly linked to actual number of officers needed operationally, as determined by the Collier County Sheriff's Office. 143 Identification of Future Need - The Collier County Sheriffs Office is requesting the construction of a Forensic Science Building to consolidate multiple evidence facilities and examination services into one structure. The retention of evidence requires high security, storage involving environmentally correct conditions for the items and unerring tracking for court. With addition of new laws, new methods of scientific examination and major cases that have to be retained until solved we continually increase the number of items being held for investigation and court purposes. Presently we house evidence in four separate structures and process evidence in one location and examine it at another. Our proposed consolidation would improve security and tracking, eliminate transportation in many cases, and expedite forensic examination. 144 j , /1,_ I J O 0 C 6 ce N O o u 10 71° `� al ,_ 1 C NN WS}a}i�� LL V/ �Z o .° yr m E g1 J ° x ar a) y-w 210 aado j i m 0 Z i NM C Q U I J HENI RY COUNTY ! c ..,.._-898210 w CO a W N —\"3..,\,\CJ Y .1 a ea as Z j W I z zoo 2 ! r ' di c a LLI fi 3= 111 . ' ' i tvr-,;.0., ! I i �4 t'ti4� 1 �r 0 w 1 r cl i LL W ;c ti! J Y Q 1w : r ,,, g ' h Z j 5 `s ,� thF W 0/1l9 ST 213/12 0 Y 0 j,,+k IMANIMMIII 11=•• W iRb-yJ N i 5 1. d = W a 4--- tr co c Q 4 0 y ? ~S U • a W 0 CU'T g - CG �p ww. G S LL Q '' ,.;',1-4i,,-,-0 W I 6 ti ,I „.J f S r�hCt t BEIL-9 {Z 1111M r:' O .... 1 AHNI4, limiiiiiiimolw .., ,-,,-4, B.... 3 oop _. , _ ,_ro„________ q u �� u ' a Z o` ti v , III WnS . : �C 0L' .x- a h a z z a o g u a m Z v v, v t to S CO A` Cr) Q 7 LC) i MX� VS uLF OF � G� o i ;P'. ! 145 • n • ,:: : t0 Ol h OD;.,"....,.:..."`'.: N..Z.0 Oi t� t ......:..,: :_7:.0„.:9::•:.,::.:•:-.7:,,,,. :',::.:,W . a N I- .:` r . N r ' .':': . : ' .4i 7.-..*...1:::::.::;.i: �lpV ^ 1.....:..1 IQ��"11'.b 0 Qp r : Q M lO2 aC M �:�::�:�'.:^tee r N `M 'i =:M V sf ,..:c;.::l�':�?= :;�;::>: 4;',..:�IM:i��'I :.: ::_:�A'W: 14:...gyp �p o 0 0,'0 ' of w efr: t;:: C_.... yip tr_::.�, yC..- ';.` ''�':._W 0 N 00 N _mt.. b OND O Ohi W�. : ��:: a1 :: P1. �p �y gyp `._'Ar,' ' ".'0:-,0.•'::: '..:..t.::::',. 000 OOi pAp�� prp':t= O go 03 N 00 _r:i 3.'`: .:� N N N N 1�7 `LY..,M pJ M M M ;: _ c ,. a CC E S to :::4.).;>l _:.. y� u� Q a. O! V '::::::'r..:::.:h r a O N ..' : o M O C w N pp 8 h N h n ::.f0 1" O r :: ..::N:: E N W ii_ri- - - m 4. a a E to o . ......:.:.......... aw 91 0 ) m 'R of m a?:- : :F,':t:: .::IF ... 00 07 O O N N _ .� SO v. ....:..'. ..:-':::.":;.:.::•St...1.:::: :::::::::: --- ....... v :` F m :0;. Ol Q. cm,u) c � c G`> 1y�: -- - :ter: 2 o w:6...: . . 1-71 '. N ce aO, a ,N N N N N v O fn N h .:.. I/5 A 00 0) CI r N M z. E Now c U. :. N N N N N (� N N N N N .Q;..1.,:., j p C :b, ,. 8 o 3 A:: L = ,01 N 146 _ 4aa3 aaenbs 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 0 m N t--I O 61 Co N CO UI a. m m m m N N N N N N N a O 1/111 M N N 0 c N L N ro V c o Q co T O " CID N 0 L a •C N a-+ O1:3 No c in N= N 0.) m 0) t N V Cr Cr) 0 iji�F O NO 4J L_ W CO o cew VI a J CO o c CO w/ L N = a C a. Q L O o0 O 4.. . H. II) N ~ 7 O 7, V b�A a ' N 7 N 14— m o 1111 II O m a 00 J 0 ril 14 0 III o to O N o O o O_ o O 1) u 111 o m m m m m uoRelndod 147 C C c C c C C C C C C c c C c c 1= C a) 0 a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) E E E E E E E E E E E E E E E E E E W a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) cL U 2 2 U U 2 2 2 2 2 2 U U 2 2 2 U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i7- c c c c c c c c c c c c c c c c c c • LJ1 LLJ LU 1.11 III Lt1 Ill LU LLJ W W W W LLJ lit W LL1 W _= us CO co CO as CO co a t co cu CO o co o o n roc(0 can as c o t 77J J J _J J J J J J _J J J J J _) J J J W a W J `- Z == Q IMIIM 40 H u9 re co 0. X J�! W Q_ u) u) co Z o. 0) a) m ca -- ro .a 0. 0 f0 0 a) z0 `m o Q Z � � � � �;ZZZZo 0Q• xai ui T_=:-F- F- f— a •LLIJLEJL[JL11Z o 0 LQ Now© J Y _;_ .E .E E ZO ❑ ZZZZ N NLO co a) >.._ J 0 C) 0 CD "0 a) a) a) a) m co a) COLLIER COUNTY SHERIFF'S OFFICE - CALLS FOR SERVICE Calls for Service by Year and Call Source,2009-2014 Citizen Agency Total 2009 130500 379387 509887 2010 127599 352656 480255 2011 133315 305869 439184 2012 135696 287801 423497 2013 137447 283799 421246 2014 148283 265792 414075 Calls for Service by Year and Call Source,2009-2014 600000 - 500000 - ,tiet, 400000 - . 300000 ;' m ;, 1:{1 q 200000 - ° ' -*" e , tl- eel t.100000 m ."'+ m cr CO N in to cr I N CO N M m m .�i ri 0 i I 2009 2010 2011 2012 2013 2014 •Citizen-Generated 0 Agency-Generated Calls for Service by District and Year,2009-2014 2009 2010 20U 2012 2013 2014 D1-North Naples 119,377 113,124 110,978 109,997 106,369 103,196 D2-Golden Gate 106,328 101,724 89,750 75,427 76,016 78,486 D3-East Naples 147,791 130,951 118,075 114,788 110,404 110,306 D4-Estates 35,586 33,813 30,294 35,227 36,772 36,503 D7-Everglades 41,030 35,997 34,672 31,104 32,052 30,363 D8-Immokalee 58,625 63,926 54,896 56,286 58,512 54,316 Other 1,150 720 519 668 1,121 905 Total 509,887 480,255 439,184 423,497 421,246 414,075 149 Calls for Service Average Response Time by District and Year, 2009-2014 2009 2010 2011 2012 2013 2014 D2—Golden Gate 8.5 8.4 8.2 8.7 9.7 9.9 D4—Estates 10.3 10.9 11.0 10.5 9.9 10.1 - ' .o-_4.-:�.-.,.,..__........:.::.::.:.:. ... .....�.. ..,.. .. 3 -8.;:=��::�'.+�"^��:.:.�..�`•'; D7 ;Everglades 1v 3. 2$ 1 D8—Immokalee 5.7 5.4 6.0 5.9 5.8 6.3 Response times represent average time in minutes from dispatch-to-arrival for citizen-generated calls for service Agency-wide Calls for Service Average Response Times,2009-2014 12.0 10.0 . 9.6 111111 I 2009 2010 2011 2012 2013 2014 150 COLLIER COUNTY SHERIFF'S OFFICE CRIME RATE Crime rate is calculated per 100,000 residents and includes Part I UCR-reported crimes to the Florida Department of Law Enforcement. 4500 - 4000 - Collier County Sheriiff's office Crime Rate, 2001-2014 3500 - 3000 - 2500 - (- _ 2000 - n [ 00 0) M Of 1500 - M °M co 1000 N N N N O O N UD �p N N 500 - 0 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2014 Florida UCR Crime Rate by County /0„, wawa* t 1.._� svy.: Yrar mo+a W® tt flanu4 lMdui 4L.i Panpe pem,rst Own*. &sar.f W:Y lxvken Ft* Njw: twor !e°„ Nsrae pvvmca:aaerM tacw Nv}ec+Mn �. filw5a. t 2014 Crime Rate tWoo 622-1778 « . 1779-5050 ikoward Wams ktrAvow 151 COUNTY LIBRARY BUILDINGS AND MATERIALS/ COLLECTIONS CONTENTS • COUNTY LIBRARY BUILDINGS - SUMMARY • TABLE • CHART • COUNTY LIBRARY MATERIALS/COLLECTIONS - SUMMARY # • TABLE • CHART • LIBRARY BUILDING INVENTORY- LOCATION MAP • LIBRARY COLLECTION AND FACILITIES INVENTORY • LIBRARY OPERATING STATISTICS THROUGH PREVIOUS YEAR 153 2015 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: Square Feet Value/Cost Available Inventory as of 9/30/15 181,082 $47,698,810 Required Inventory as of 9/30/20 147,585 $ 38,875,365 Proposed AUIR FY 2015/16 - FY 2019/20 0 $ 0 5-year Surplus or(Deficit) 33,497 $ 8,823,445 Expenditures Proposed AUIR FY 2015/16—FY 2019/20 $ 0 2010 & 2010B Bonds Debt Service Payments $ 6,260,000 Total Expenditures $ 6,260,000 Revenues Impact Fees $ 1,089,100 Misc. Income $ 5,000 Carry Forward (unspent cash as of 9/30/15) $ 501,800 Loan from Countywide Capital Projects (General Fund) to assist with debt service payments $ 4,664,100 Total Revenues $ 6,260,000 Surplus or(Deficit) Revenues $ 0 For Library Materials/Collections 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 2015/16 - FY 2019/20". 155 IP ma , T M N Uc 0 T M• m y th CMO O N N N to N c v 00o -Jo N U) 0 N 0 Oo T U) W N U) :504° O O 604 604 04 64 64 64 .a0 7 Z rn M - to N U) M M U) Oo .. J W r 0o O t` O) CO 0o CD O O 4 O M co T Nr O to T f� N C+) r 00 CO M O 00 CO M T mm ,r Tr (M M M M N N CV N mw W J 1-- m CO o o W W CO W CO aao W /y 0 0 0 0 0 00000 \J T r r T T T T T T r U) ; Oo 0 00 00 CO 0o co Oo 0 M a F. W re - V' Z Q 0 0 0 0 0 0 0 0 0 0 a 0 0 U N 5 Z M? �a o. 3 m H W M n M N u) N N a) o) N . ti o N CM9 th o N m o v T v 0 M O U) G N N W O N C0') NV v v Im CN w Lo in m N J Cl) W 0 J Z O w V0' N (P Cn N T O 03 LX) O Cr0 tto o p- Pin t0 C7 r r N „ W r th m W r j U7 M r 0 N r CD CO I5 O) r d V . v m „ .„ .. N t0 O 0 a en 0 N O N O N N CD O N O O N N.. ON J Cp N Oo O) N T N M V- N = .4( r4 r A- T- r' N = N N N N N a T N M t ; O N Uj tT N N N N O 0000r- 1. 0000N C9 LL ' N N N N N O N N N N N 0s a. CO 10 d } d O W b r a. e- N O 4 ~156 ;Gad aaenbg 10 r PI _ a O 0 ID n 10 t 1.6 in� co I_� I I I F I I - I ' v N • cn I EO N 1 'M N N N O N 41 .Q C N V N .n IP r- co N t LL N Q u_ =� (a M „'N t1J c) v O 1 N 0 o o, _1 %-:, .0 0) CO -a IN g co c m d Z d co L .Q N o J CC C 3 o_ 00 a° M N- QA Lf) I Q r N 0 N I co N ■ In €O IO O 0 0O 'O 0 O 0 ° FCO `� 0 Ito o =a uoneindod 157 2015 AUIR SUMMARY LIBRARY COLLECTIONS Facility Type: Library Materials/Collections (Category B) Level of Service Standard (LOSS): 1.87 items/capita Unit Cost: $25.84 per volume Using the Countywide Peak Season population, the following is set forth: Items Value/Cost Available Inventory as of 9/30/15 629,800* $16,274,032 Required Inventory as of 9/30/20 836,313 $21,610,328 Proposed AUIR FY 2015116 -- FY 2019/20 206.513 $ 5,336,296 5-year Surplus or (Deficit) 0 $ 0 Expenditures Proposed AUIR FY 2015/16 - FY 2019/20 $ 5,336,300 Total Expenditures $ 5,336,300 Revenues Impact Fees allocated to new materials $ 2,801,200 Grants and Donations $ 2,535,100 Total Revenues $ 5,336,300 Additional Revenues needed to maintain existing LOSS none Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed "Library Collections AUIR for FY 2015/16 - FY 2019/20". Notes: Library inventory count is lower than last year's quantity due to turnover of the acquisitions specialist, changes in the acquisition process and the library materials/collections being heavily weeded to bring them into alignment with current demand. The Library is "in progress"to bring the collection back up to at least the FY 15 beginning inventory numbers. Available inventory includes items in progress of being purchased. In order to maintain the LOSS of 1.87 items per capita, Library needs to purchase approximately 24,400 `growth books'annually, at a cost of approximately$630,496. Approximately 4% - 5% of the library collection is no longer usable - due to age, condition, format, relevance, etc. - and must be replaced. In order to keep up with replacement of 5% of the collection annually (following Florida Public Library recommendations), the Library needs to replace on average 40,610 annually, at a cost of $1.049,365. The average cost per item is currently $25.84. Cost of ebooks, audio books and downloadable audio books can be 2-3 times higher than print warranting a re- evaluation of the average unit cost. 159 v c' ^ ^ '0 N ✓ I- N N CD r ^ O O Q M r to r M N co ^ O '� r 1= M E j., 0 W I Ce r M N ti O O O O O O N C 0 N 1.0 co co co o00 CA Cf} V} Gf) 6A iA 0) O ▪ V 40 CD (0 C am-. M N CV r C{} C (6 • �r EvR co co Y a) v 3 c� Cl) in 0 ^ ^ ., °- ° a co Z 0 O M N `) . 0- a W r C A 00 co M e 0 0 0 0 O O Se U M O ti CNn N -NO 1-. 0- • W v v v v v a8 (0) c co C OS Z W 02 N O J O M M M M M in r M M M ?+o co W J CO M CO M CO M CD - CO 00 G) - O lc 7 fA J Q Oi O r M d CO O .1 12 r CA ?+ C 0) -� CND CCDD ti CO N CO 000 cCO CO~ CO 0 N C E ✓ Q c N M co o N O N O W W - M O O O O N CD M 0 0 0 12 U _c C Z r 0 0 0 0 M CO CA r M 0 d' O N U Z a iD Co co_ an co. 'r ti a) r co, M O O` 0 W Q Z O r r r r N d M M M C O 0 J d N O N a) O O a o v g eo H Z o CV a C d p. W tv, r M CO r M M M Co 9- 0) (0 7▪ 8 CL 5 d Cn w ? CO co co CD N ym M e COOS CO 000 D0) N M c E CU 3 as Q O d J r co~ ti c> O N i� C71 C0r) ti) 1•••ti o) D O a •X -0 co O ti ti ti CO a0 CO O CO O CO CO CA O r a 00 a N CR 0 c6 N 3 • N T: O- (0 0 J L co 'a 3 3 Cl) c ro j Q 0 Q fl n N co Z Q O O `) O W O co co CO M CD r CO r O ti O N N 0 F 0 O N r N r O r 0 O COO N -p O CO CO M r r N go CA r Cf) of 0 r . 0) .O N 0 O N M M M 1 d0. 4 N O N c co rn 0 13. (� v v 'd C N O O 0 N p C Q tL 0 -0 o n c 0 J .0 • O O U u) E 2 c4 " ° O C I (4 O 0 ) d N 7 N o .e0 si 2 C° N co > U 0. 0 CC = N N N - CO co 0 C CI J .r O CO 0 N r U r- C N N J r r N ca) At N O Q C c ' NN N N N N N co N N.. O 0~0 N C 0 O c- r r r 4- CA v N N N N t t (0 N r• C.O.) al N co �. O O O O O r 0 0 0 0 N -° O N -o 1L V N N N N N § N N N N N O 0 .0 U +. E fd �, O (0 3 N .0 •_ (7 N = 0 O ` a. 0) T 1 N aS 10 r N w>7 7 fa N•0 _ Y O N ,, •) N H O c 0 > L LL co F < U 160 SU014301100 0 0 `O 'O 0 O O p 0 0 0 °- °o f° o °o °o I 0 N I.Tr '.11_I_ N E !N N ri I 'N a3i o 111111 ?N N O cv1 N N LA 0 kNi CL oche O a N ca AMP ate_+ N H ti 3 N o CO N v� N d C CO 1p p0j N U CO cr 0 I e) r- N N ii CD CO .e.-1-- : a. _u1 Ce ' ri a° a T� I�T ' 3 Q C 7°17 N O cn lik O tr1 � c0 ri N L'il C o ;17- O N O O I Q O NO p O M O `d V M '41: uos;eindod 161 I J /H........,..; .a N .0 3. I ii '' �, a I Q J N E � ■ 2 W d Oa d0 FM a z I N W $ 1 t� re i z W REND"Y COUNTY a Z J �Zs I - +.�.._.■�•.��.r 858 2:10 Z V >cn z 0 ; a wIhmitil 0 adz as c 2 0 a O E Z C T /t.1:4;449tt MIR N e . w K w Z• �r fi.}�> 12u, 3 m -...0'1.P.jN. O o s7 ■- m cc O I m ■ c i on 02 4iNo N _-1 4y 'Co J l0 V -0 , Vo ca "IL: yo) 03 11111111V To 0 J ass 230 I .®�i r _ `t 4� . i 011111111.--ISSAP u W 1 --i NO1SO NE F 01 cu 00 O� � ,w _e _ h ga '4 a Z Imii lk i's I~ Q"da' „<, 4'c ,i 44.'?'' is till Wl1S � a � Z 0.11 M '' GuL� OF MEXICO La o. m 0 rr I c 1•' • �' > 162 Library Building Inventory as of 9130/15 Location Square feet East Naples Branch 6,600 Estates Branch 11,182 Everglades City Branch 900 Golden Gate Branch 24,000 Headquarters Branch 42,000 lmmokalee Branch 8,000 Marco Island Branch 15,600 Naples Branch 35,800 Vanderbilt Branch 7,000 South Regional 30,000 TOTAL 181,082 Source: Collier County Library Library Materials Inventory as of 9/30/15 Location Items System-wide 629,800 Source: Collier County Library 163 co Lf) r 0) O CO CO N CO CO CO 00 CA r L() Cp -a d' CA IC) CC) 0) N d ti LO N LO N. 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C) E C O Q G s 0 0 IL v — 'Q N m ° J v co > co ro al 0 W Z AI W Ll a U > x c z W = * r0 m 4, O o LL 0 O > I- z r-i 169 COUNTY EMERGENCY MEDICAL SERVICES CONTENTS • COUNTY EMERGENCY MEDICAL SERVICES (EMS) - SUMMARY • TABLE • CHART • EMS STATIONS - EXISTING, LEASED & PROPOSED INVENTORY-MAP • EMS STATIONS INVENTORY- TABLE • COLLIER EMS COST PER OWNED AND SHARED STATION TABLES, INCLUDING EQUIPMENT REPLACE- MENT COSTS • ADVANCED LIFE SUPPORT (ALS)AGREEMENT- MAP • EMS TRAVEL TIMES - CHARTS • EXISTING EMS ZONES -MAP Collier County 2015 Annual Update and Inventory Report on Public Facilities 171 2015 AUIR SUMMARY EMERGENCY MEDICAL SERVICES FACILITIES Facility Type: Emergency Medical Services (Category B) Level of Service Standard (LOSS): Approximately 1 unit (vehicle, equipment, station space) per 16,400/population, or 0.000061/capita (') The Advanced Life Support (ALS) response time goal is 8 minutes travel time 90% of the time (urban) and 12 minutes travel time 90% of the time (rural). Unit Cost (Blended): The blended cost is based on owned and co-located units at a rate of two-thirds owned ($2,160,073 per station, vehicle & equipment), and one-third co-located ($1,272,573 per new co-located station, vehicle & equipment. (2) Using the Countywide Peak Season population, the following is set forth: Units Value/Cost Available Inventory 25.5 $ 25,794,362 Required 9/30/20 27.7 $ 29,522,841 Proposed AUIR FY 2015/16 - FY2019/20 2.0 $ 3,658,290 5-Year Surplus or(Deficit) (0.2) $ (372,848) Expenditures Debt Service Payments for 2013 Bond $ 600,270 Debt Service Payments for 2010 and 2011 Bonds $ 1,862,328 Proposed AUIR FY 2015/16 - FY2019-20 $ 3,658,290 Total Expenditures $ 6,120,888 Revenues Impact Fees $ 1,447,400 Interest $ 2,500 Loan from Countywide Capital Projects (Gen Fund) $ 1,026,600 Total Revenues $ 2,476,500 Surplus or(Deficit) Revenues $ (3,644,388) $ Additional Revenues Required or LOSS Reduction $ 3,644,388 Recommendation: That the BCC approve the proposed Emergency Medical Services Facilities AUIR for FY 2015/16 - FY 2019/20. 173 Notes: (1) The LOSS was changed from 1/15,000 population to 1/16,400 population along with the ALS response time goal of 8 minutes travel time countywide to 8 minutes travel time 90% of the time urban and 12 minutes travel time 90% of the time rural. These changes were approved by the BCC on 11/5/07 at the 2007 AUIR. The FY 13/14 response time data reflected that this goal was accomplished 90% of the time urban and 90% of the time rural. A LOSS of .000029 units per capita or 1 unit/34,652 population is the Impact Fee Study level of service and the basis for the collection of impact fees, which is based on only the EMS stations owned by the County. (2) Emergency Medical Services Department Unit Values (1.0) Unit = 24 hour advance life support emergency ground transport apparatus with station/building. (0.5) Unit = 12 hour advanced life support emergency ground transport apparatus using existing ambulance, staffed with overtime personnel. (3) Calculated based 7 owned stations, 4 co-located stations and on 14.5 units equipment only. (4) Property has been committed by developer for Hacienda Lakes. Assumes cost of construction, ambulance, medical equipment, radios and computer only ($1,794,050). Site undetermined for Everglades Blvd. station. Assumes blended cost of$1,864,240 for a total of$3,658,290. (5) Sources of funding for revenue deficit could include a loan from the General Fund, additional user fee categories, reduction of service level, or other sources not yet identified. ALS Engine agreements and programs were instituted in 2013 in East Naples, in 2014 in the City of Naples, Big Corkscrew Island and Golden Gate. There are numerous circumstances which may affect response times. For example: • Call location • Travel times to and from rural/remote locations • On-scene times • Call volume • Concurrent calls • Treatment times • Hospital "off load"times • Road construction • Traffic • Weather • Restocking supplies 174 z. - N M N M W N of N N _ L Co N ,�� -0 O ‘c; O € N OD CO N 1OA 10 'OW.. tn+f M Oro er-: OO M r`.. .2 r v N'' 40 r V r 4g 4 ., .i!ft s•-..!..!,..],,'.:,:,''....,:E:.,,,,::44?. ?.. .!.:;;:a It i C .� i 6 4. 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V C c Ir C U .1 N .i N M a' 0 N m a' tD O 0 11 0 0 0 N 0 .-4 N N N N N d• d` d• Cr d' In N N Q1 ■-1 M rn tD N 4) C N W 184 00 N N C v C C fII n L o El oc 1 O O O 0 O O 4 z, O x , al ' O 1 IN cn O xx O OZ, i I coo L i' o N 111111 ! -12 111111111 Iii i: IF.. 11111 : • = Min t11 O � O O 11111 ! ;:',. :). O 11111 ! m O O N 11111 ! 11111111111 . O. O O r-i O Lf1 O O ..c) m N O to. m N e-1 N rl O O■ 01 h N Ls.) V c t N N N N ,--I O N O O N l0 m m .-1 185 h. in O N N w a) C cc O t cu N u V) 2 W 1 0a 3NI1 kLNfOD M N) 6Z v fo: is is'.S ° i a Y MI ir Ct. RI M X00 0I rj ■ F - c J m CD W UOS c d v i _ M I a °woET� 0A8J-II0O, N � to 411 TM- ia0t" ouer8 VD FA • °I rd � " _N)d l0- ,0 11�I ifg111111 1 iweiwel NI a0 uqi T11,10" ✓-- 186 COUNTY GOVERNMENT BUILDINGS CONTENTS • GOVERNMENT BUILDINGS - SUMMARY • TABLE • CHARTS • 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 2015 Annual Update and Inventory Report on Public Facilities 187 2015 AUIR FACILITY SUMMARY Facility Type: Government Buildings (Category B) Level of Service Standard,: 1.7 sq. ft. per capita (peak season population)* Unit Cost: $346 ** Square Feet Value/Cost Available Inventory 9/30/2015 926,923 $320,715,358 Required Inventory 9/30/2020 773,331 $267,572,526 Proposed AUIR FY15/16- FYI9/20 38,534 $13,332,764 5-year Surplus or (Deficit) 192,126 $66,475,596 Expenditures Proposed AUIR FY 2015/16 to FY 2019/20 $3,979,000 Debt Service Payments for 2010, 2010B, 2011 &2013 Bonds $33,629,800 Total Expenditures $37,608,800 Revenues (FY 15-19) Impact Fees $9,803,100 Interest $ 42,000 Available Cash for Future Projects/Debt Service $ 2,850,000 — Loan from General Fund (001) $ 1,610,000 Loan from Countywide Capital Projects (General Fund) $ 23,303,700 Total Revenues $37,608,800 Revenues Required to maintain existing LOSS $0 Total Revenues $37,608,800 Recommendation: That the CCPC forward a recommendation of approval to the BCC for the proposed "Government Buildings AUIR for FY 2015/16 - FY 2019/20". Notes: * BCC adopted Level of Service Standard is 1.7sq. ft. per capita. LOSS identified within BCC approved Dec 20th 2011 Impact Fee Study is 1.52 sq. ft. per capita. The 1.7sf per capita only covers owned facilities and does not cover leased facilities which currently meet approximately 4% of the space required. ** The unit cost utilized is based upon actual project costs for representative projects divided by the total square footage and is rounded to the nearest dollar. The calculated average unit cost on the CIP is skewed higher due to the cost of the Emergency Services Center(ESC). The Capital Improvement Plan (CIP) future costs are based on preliminary individual estimates, not on past costs. Although there are still no representative projects since the economic downturn, the utilized sq.ft. cost represents a 5% reduction from the comparable (Courthouse Annex)project for the proposed future buildings. 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V— le" A 0 a ..te 0 N M1 u4 0� e r y ° Es5• to Ilk .�C 1 °a E c °w a f• iir C • ry W i C o 7:7 : Gm 5 ds • g 9 • U • Z lot be ii i 193 GENERAL GOVERNMENT BUILDINGS 2015 AUIR Inventory Owned Facilities - Space&Value to be included in 2015 Impact Fee Study Name of Structure Address Square Feet CAT Operations (ex-Morande Dealership) 8300 Radio Road 32,144 Transportation Department (Arthrex) 2885 Horseshoe Drive South 34,693 Golden Gate Government Service Center 4829 Golden Gate Parkway 7,276 Marco Tax Collector 1040 Winterberry 2,699 Immokalee Courthouse & Gov't Center 106 S. 1st Street 10,495 Immokalee Health Department(CHSI) 419 N. 1st 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 3,358 Immokalee Code Enforcement Bldg. 310 Alachua Street 1,994 Medical Examiners Office 3838 Domestic Avenue 13,238 Building "B" Human Resources 3301 E. Tamiami Trail 7,160 Building "C-1" Tax Collector 3301 E. Tamiami Trail 14,745 Building "C-1 Addition"Tax Collector 3301 E. Tamiami Trail 3,407 Building "C-2" Supervisor of Elections 3301 E. Tamiami Trail 10,190 Building "C-2 Addition"Supv. of Elections 3301 E. Tamiami Trail 2,411 Building "D" Risk I Jail Visit/AS Admin 3301 E. Tamiami Trail 8,388 Building "F"Admin. 1st Floor Security Lobby 3301 E. Tamiami Trail 2,138 Building "F"Administration 1st Floor 3301 E. Tamiami Trail 10,898 - Building "F"Administration 2nd Floor 3301 E. Tamiami Trail 10,990 Building"F"Administration 3rd Floor 3301 E. Tamiami Trail 10,990 Building "F"Administration 4th Floor 3301 E. Tamiami Trail 10,990 Building "F"Administration 5th Floor 3301 E. Tamiami Trail 10.990 Building "F"Administration 6th Floor 3301 E. Tamiami Trail 10,990 Building "F"Administration 7th Floor 3301 E. Tamiami Trail 10,990 Building "F"Administration 8th Floor 3301 E. Tamiami Trail 10,990 Building "G" Purchasing 3301 E. Tamiami Trail 5,569 Building "H" Health 1st Floor 3301 E. Tamiami Trail 24,385 Building "H" Health 2nd Floor 3301 E. Tamiami Trail 29,775 Building "L" Courthouse 1st Floor 3301 E. Tamiami Trail 24,761 Building "L" Courthouse 2nd Floor 3301 E. Tamiami Trail 22,024 Building "L" Courthouse 3rd Floor 3301 E. Tamiami Trail 22,024 Building "L" Courthouse 4th Floor 3301 E. Tamiami Trail 22,211 Building "L" Courthouse 5th Floor 3301 E. Tamiami Trail 22,041 Building "L" Courthouse 6th Floor 3301 E. Tamiami Trail 22,041 Building "L." Courthouse Roof Penthouse 3301 E. Tamiami Trail 7,099 Building "L" Courthouse Mezz. 3301 E. Tamiami Trail 6,332 Building "W" General Services - 1st Floor 3301 E. Tamiami Trail 21,782 Building "W" General Services-2nd Floor 3301 E. Tamiami Trail 9,272 New BCC Fleet Management 2901 County Barn Road 41,316 Animal Control Admin. 7610 Davis Boulevard 8,933 G:\AdministrattonAUIR AUiR 20151FInal Revised SubmittalV2015 AUIR GOVT BLDGs 20 Percent Peak rev3.xisx 194 GENERAL GOVERNMENT BUILDINGS 2015 AUIR Inventory Owned Facilities - Space&Value to be included in 2015 Impact Fee Study - continued Name of Structure Address Square Feet Animal Crt'l Sally Port 7610 Davis Boulevard 6,727 Golden Gate Supv of Elections Bldg. 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 3301 E. Tamiami Trail 137,984 Property Appraiser(former Elks Club) 3950 Radio Road 27,556 North Collier Government Services Center 2335 Orange Blossom Dr. 14,000 New Supervisor of Elections Facility 3750 Enterprise Avenue 32,034 SubTotal Owned Facilities - Space &Value to be included in 2015 Impact Fee Study 856,973 Owned Facilities - Not included in 2015 Impact Fee Study Name of Structure Address Square Feet Building "E" Snack Bar* 3301 E. Tamiami Trail 713 CDES Extension* 2800 N. Horseshoe Dr 21,935 CDES Main Building* 2800 N. Horseshoe Dr 41,095 Airport Place-Tax Collector* 725 Airport Rd. S 6,208 SubTotal Owned Facilities -Not included in 2015 Impact Fee Study 69,950 SubTotal Owned Facilities -Space included in AUIR 926,923 Owned Ancillary Facilities -Value to be included in 2015 Impact Fee Study 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'l Kennel 1 7610 Davis Boulevard 3,949 Animal Crt'l Kennel 2 7610 Davis Boulevard 3,949 Animal Crt'l Kennel 3 7610 Davis Boulevard 3,949 Animal Ctr'l 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 3301 E. Tamiami Trail 5,520 Electric Substation "A" 3301 E. Tamiami Trail 824 Electric Substation "B" 3301 E. Tamiami Trail 1,088 CDES Parking Garage* 2800 N. Horseshoe Dr 101,956 Courthouse Annex Parking Deck 3301 E. Tamiami Trail 410,302 800 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 -Value to be included in 2015 Impact Fee Study 545,108 AUIR& Impact Fee Study -TOTAL Owned Facilities 1,472,032 G;IAdministrationAUIRAUIR 20151Final Revised Subrnittal12015AUIR GOVT SLDGs 20 Percent Peak rev3.xlsx 195 GENERAL GOVERNMENT BUILDINGS 2015 AUIR Inventory LEASED FACILITIES (Subject to AUIR) Name of Structure Address Square Feet Tax Collector's Office-Greentree 2348 Immokalee Rd. 2,013 FDOT- Davis Boulevard Maintenance Facility Davis Blvd. 19,609 GG City WIC Office 4945 Golden Gate Parkway 2,235 Tax Collector's Office- Eagle Creek 12668 E. Tamiami Trail 3,087 Tourism and Economic Development 2660 Horseshoe Drive, North 4,840 Sub Total Leased Facilities 31,784 TOTAL Owned & Leased Facilities 1,503,816 The General Government Buildings Inventory includes those facilities not otherwise covered by an impact or user fee. '` Removed from inventory per Impact Fee consultant's recommendation G:Wdministration'AUIR`AUIR20151F1nal Revised Submltta112415 AUIR GOVT BLDGs 20 Percent Peak rev3.xisx 196 1 N L al CR 03 L. c , Z F N ap Z c E =o O W 2 o 'S-= >- as o CD 2.1 CC 0 m a a do Z ,o m u W I I i W o 4 C N G 899 130 W N -_,._ -_ ---- i. W sz as J m 46/4444. 11/62.6,0.__,:k"''7\ 7 m Al ..&I d-,..,.4/--. x^"`'`51 a °LL � W ❑ W 1e 3 .+ •�� h 2 aA s S3aV102:1313 M CCI .0 r W C7 �' g K y r, 1 Z ® Y W U U A f^�� '_ 5 H m ass a '11 . ,s�.�,.« Z j w . �,, �r y .JO ..\ •'f ,G .(0.,,04- "., 0 W LL o w �� c 411 a=MIEN - ` T'�� om,.. . . 0 .80.11 , m ¢ r 1, v a ,,_,,,. ` 0 , , v W 2 cm N WS E o i }GOLF Z—�iy v as T ;�. . E u r U d 7F • ofne I -♦ M; � it t7 O vs •,. 197 GENERAL GOVERNMENT BUILDINGS 2015 AUIR Inventory LEASED FACILITIES (subject to AUIR) Name of Structure Address Square Feet Tax Collector's Office-Greentree 2348 Immokalee Rd. 2,0'13 FDOT-Davis Boulevard Maintenance Facility Davis Blvd. 19,609 GG City WIC Office 4945 Golden Gate Parkway 2,235 Tax Collector's Office-Eagle Creek 12668 E. Tamiami Trail 3,087 Tourism and Economic Development 2660 Horseshoe Drive, North 4,840 Sub Total Leased Facilities 31,784 TOTAL Owned & Leased Facilities 1,503,816 The General Government Buildings Inventory includes those facilities not otherwise covered by an impact or user fee. * Removed from inventory per Impact Fee consultant's recommendation G:WdministrafionWUIR1AUIR 2015 2015 AUR GOVT BLDGs 20 Percent Peak rev2xlsx 198 ISLES OF CAPRI FIRE CONTROL AND RESCUE DISTRICT CONTENTS • COUNTYWIDE FIRE DISTRICT SERVICE AREAS - BOUNDARY MAP • ISLES OF CAPRI FIRE DISTRICT- SUMMARY • ISLES OF CAPRI FIRE DISTRICT- EXISTING AND PROPOSED STATIONS - MAP • ISLES OF CAPRI FIRE DISTRICT - EXISTING STATION LEVEL OF SERVICE - MAP • COST PER OWNED STATION FOR ISLES OF CAPRI FIRE DISTRICT - TABLES • ISLES OF CAPRI FIRE DISTRICT CALL STATISTICS Collier County 2015 Annual Update and Inventory Report on Public Facilities 199 CL 0 Q ,-- 2 ° r N z F a WI r1 I tr 1 a 2 __ w N Q7 N 0 wmw -. o a. m U m a "- ,- i3 t r ti 11: _ Z Z y Z 5 > .-� 0 N O L O 1 I 1 Ce W o O E N 2 z O wi w — _ _ m,ix) Cl) — ; 1_.; V — O � G� — a v ii I ( _ f 1 AyU. > e I x n OU.: /-'3 .-', >It U aa) c O i,.. __ :urn CO � / 0 LL t S.. O w o m �' • __ Z CD a J �. .�� H w> a S$1 ,ils. Oil P"r L til E o 8 I F.. N O Z 200 2015 AUIR SUMMARY ISLES OF CAPRI FIRE CONTROL & RESCUE DISTRICT FACILITIES Facility Type: Dependent Fire Districts (Category B) Level of Service Standard (LOSS): Approximately 1 unit/4 minute response time/1.5 mile radius from station. Unit Cost: $3,368,758 per owned station.* Using the District Peak Season population, the following is set forth: Units Value/Cost Available Inventory 9/30/15 1 $3,368,758 Required Inventory 9/30/20 1 $3,368,758 Proposed AUIR FY 2015116 - FY 2019/20 0 $ 0 5-Year Surplus or(Deficit) 0 $ 0 Expenditures Proposed AUIR FY 2015116— FY 2019/20 Expenditures $ 0 Debt Service Payments $ 0 Total Expenditures $ 0 Revenues Impact Fees $ 5,000 Interest $ 1,500 Available Cash for Future projects/Payment of Debt Service $ 51,900 Total Revenues $ 58,400 Surplus or (Deficit) Revenues $ 58,400 Revenues needed to maintain existing LOSS none Recommendation: That the BCC approve the proposed Isles of Capri Fire District AUIR for FY 2015/16 - FY 2019/20. Notes: * Cost of station with donated land; for cost estimate without donated land please see Cost per Owned Station insert within this AUIR section. For the existing Isles of Capri station, the land is on donation with covenants to revert back to the owner if not used as a fire station. The Isles of Capri District only owns the building and is contents. ** The inventory required based upon National Fire Protection Association (NFPA) & Insurance Service Organization (ISO) response time standards (see response time maps) is two (2) stations. The ISO standard is a 5 mile road travel radius, and the NFPA standard is a 4 minute response time for the first-due fire suppression equipment within a 1.5 miles radius from stations. The Isles of Capri Fire Control & Rescue District Millage Rate is currently at 2.00, by Ordinance capped at 2 Mills. 201 i i U / ! = N , a c � <,, 1 0 c lc W _ ° °' d a 1 � E cn n mF u. d ° ii 1 O J c a) ° i aado d. w t. U HENDRY w a .. Z y COUNTY i \ W 1- i._..�..∎..�..■ esa ao a_.._a._a 0 x i W 1 f3 W i § 6Z?,IS ' 0. I. 0 0 iC se y, Z i i ! t _ 4' !0•i l' a i 0 ' *r;°II'o H LL a^ _ �_ N 1 r 3 p W }I L I9.* .- W- 1:' • 1 5 W is _ ,, !�•.tir f„ w �/ et 8 ame sa■v 0a3n3 a 7 1Pr4.L�L°�§ I W z i C d 1i,0 a ® Y 1 w p K - y L....--- ua / ,,-'' ''cill ' - .t:J U W 1 l' 1✓ii� im� ummuarr.latigirt rws - i ul . 010" 13 iii . ja r y" W i,'. �r•Pi► ti) o)• ■ — T wns I!. ds rn t GUFF ® o t ,`` . t • \ 202 +i �+�,,,,t, 2015 ISLES OF CAPRI EXISTING FIRE STATION ,/L�,,,` LOS : 4 MINUTE RESPONSE TIME / 1 .5 MILE RADIUS NFPA �W�_„� 5 MILE ISO ROAD TRAVEL RADIUS a \144 .,_. 4 g, •^'•` `� * '�/ � ii yam . J e O_ J — • 1 7:.• ; W V. b. IJ45 Mile ISO Road ' : .. Travel Radius r , f t it r .: , t aAO ,; .S b ISLES OF }i CAPRI ;- I u.. Shaded Area Structures covered ' by Marco Island Fire /ii% /�/%2� %i=,i iii'/i/; • ., •' ./;”. , -..a,. , %V 110* . z..,,i..4.4., . 4,0v.i. , „ ,,,,..i... . 'N, S `� y. 7,. W_F�t—E MARCO ''',:t.ay�1(• `., N��r \ .r r .. s ISLAND �",,� V ' ��i�� ._� ,�„ �.� ' -R6e Legend -_ 1<, I.. _� lik Existing Fire Station ''''At ^11111 • s Future Fire Station ',� ,, i - 11 Roads ' ._ 5 Mile ISO Road Travel 1.5 Mile Radius NFPA �ww 4dr�O� Q 5 Mile ISO Road Travel Radius • Buildings/Structures (—(_J I Miles 0 0.5 1 2 G13 Mappinp,Beth Yang.AMP Growth Management Department 203 0d (DOO I` ON- NO• : C') 0LU - Oc- N- - 0 co (Y) __ Ln N N O Q r O I- 0 0 3.+ O �" _ yC 4 ' 0 a- C L; 0 0 .a p C th co - _I :__ C , c J OO'O ' ?.1- Ln000) ? C") U30NU) t - MMON00 a u°i to N- Lf) f� ,� :� tf) � tiLQI N • Ln N 0 CO 3 Ln D) N 0 CO ° ° C O (0 v C co CO C _ r N o 0 Q'N �( ch 0 �0;N d' a o - 691 =� 69 as rn f+ sa a) _ j C "0 �as �_ m O _a ._ � � � L = ' us C as 0O Q a o d o C) >•+ a) 1.+ a+ i .�.� o o ^ `"y o :.= U .0 L. Q) .L --,.U L) V 0 OS I- � U N y _ C o ° CL =o °y p U u, a.o U +,Q � '_ a . co 0 (n cll A N o N a) CC ui (l7 -00 ..... 0 O a.U Fri M 0 Q Q._. �c V Qy}_ 0 o 0 0 4:1) 0 C)�- d3 U 0 LL .> C O ,_ U o CL' -- 0 H 9 - Q a) 0 0 C _ ,� 0 c� L °�- a ca y N o � � U) -o- N 0 ot � � N o d N a c o ta N C �. U �S Q _ ° a— w C a_ o a = a U °� 0 cci � o U � -. c))W o .°a c � CO `- �� U m � � �, a� V ATV a� —cl O 0 o U .. _ -4coJWOF— 0 OaJWOF- — * 204 Incident Type Report (Summary) Page 1 of 1 Incident Type Report(Summary) .-., ;;I M AG ETREND From 10101/14 To 07!09115 )FIRE BRIDGE Report Printed On:07109/2015 Incident Type Count ":of Incidents Est,Property Loss Est.Cement lass Total Est.Lots %of Losses 1 Fire Fire,other(100) 1 0.29% $0.00 $0.00 $0.00 0.00% (Building Ore(111) 4 1.16% 5200.00 $0.00 $200.00 100.00%', (Fire in mobile home used as fixed residence(121) 1 0.29% 90.00 $0.00 50.00 0.00%I ;Natural vegetation fire,other(140) 1 0.29% $0.00 $0.00 50.00 0.00% Forest,woods or wiidland fire(141) 2 0.58% $0.00 $0.00 $0.00 0.00% Grass fire(143) 1 0.29% $0.00 50.00 50.00 0.00% Outside rubbish Ore,other(160) 3 0.87% $0.00 90.00 $0.00 0.00% Outside rubbish.trash or waste fire(151) 1 0.29% 50.00 50.00 90.00 0.00% (Special outside fire,other(160) 1 0,29% $0.00 $0.00 90.00 0.00% (Outside equipment Ore(182) 1 0.29% 50.00 $0.00 $0.00 0.00% 16 4.64% $200.00 $0.00 $200.00 100,00% 3 Rescue&Emergency Medical Service Incident EMS cap,excluding vehicle accident with Injury(321) 119 34.39% $0.00 $0.00 $0.00 0,00% Motor vehicle accident with injuries(322) 4 1.16% 50.00 90,00 $0.00 0.00% Motor vehicle accident with no Injuries.(324) 9 2.60% $0.00 50.00 $0.00 0.00%; Removal of vict(m(e)from stalled elevator(353) 3 0.87% $0.00 50.00 $0.00 0.00%' I Swimming/recrea0orwl water areas rescue(361) 1 0.29% $0.00 50.00 S0.00 0.00% Watercraft rescue(365) 2 0.58% $0.00 $0.00 $0.00 0.00% __. ._,,.,..:.._.. _ ..�..r.: 138 39.09% $0.00 $0.00 $0.00 0.00% 4 Hazardous Condition(No Fire) Electrical wiring/equipment problem,other(440) 2 0.58% S0.00 $9.00 50.00 0.00% Arcing,shorted electrical equipment(44$) 2 0.58% $0,00 $0.00 $0.00 0.00% 4 1.16% $0.00 $0.00 $0.00 0.00%1 .5 Service Call Service Cat,other(500) 2 0.58% 90.00 90,00 $0.00 D,00%1 Lock•out(511) 1 0.29% 50.00 50.00 $0.00 0.00%1 Water problem,other(520) 3 0,87% $0.00 $0.00 $0.00 0.00%. Water or steam leak(522) 1 0.29% 50.00 $0.00 90.00 0,00% Public service assistance,other(550) 6 1,73% $0.00 $0.00 $0.00 0,00% !Assist police or other governmental agency(551) 1 0.29% 50.00 50.00 $0.00 0.00% I Public service(553) 1 029% $0.00 $0.00 $0.00 0.00% Cover assignment,standby,moveup(571) 2 0.50% $0.00 30.00 50.00 0.00% 17 4.92% $0,00 $0.o0 $0.00 0.00% 6 Good Intent Call Good intent call,other(600) 1 0.29% 50,00 90,00 50.00 0.00% Dispatched and cancelled en route(611) 142 41.04% $0.00 $0.00 50,00 0.00%1 No Incident found on arrival at dispatch address(622) 144 1 41 62% $0.00 50.00 90,00 0.40%I 7 False Alarm&False Call False alarm or false call,other(730) 9 2.60% 50.00 50.00 $0.00 0,00% Alarm system activation,no fire-unintentional(745) 18 5.20% $0.00 $0.00 $0.00 Y 00,0:�0%%i 27 7.80% $0.00 $0.00 $0.00 Total Incident Count: 348 Total Est.Loss: $200.00 I Search Criteria . Dates From 1010112014 To 07/09/2015(mndddfyyyy) Service Isle Of Capri FD 'Staff All ,Apparatus All Station All Alarm Type Al Zone/District All Report Description 205 OCHOPEE FIRE CONTROL AND RESCUE DISTRICT CONTENTS • OCHOPEE FIRE DISTRICT - SUMMARY • OCHOPEE FIRE DISTRICT STATIONS INVENTORY-MAP • OCHOPEE FIRE DISTRICT EVERGLADES CITY STATION LEVEL OF SERVICE - MAP • OCHOPEE FIRE DISTRICT PORT OF THE ISLANDS FIRE STATION LEVEL OF SERVICE -MAP • COST PER STATION FOR OCHOPEE FIRE DISTRICT- TABLES • OCHOPEE FIRE DISTRICT CALL STATISTICS Collier County 2015 Annual Update and Inventory Report on Public Facilities 207 2015 AUIR SUMMARY OCHOPEE FIRE CONTROL& RESCUE DISTRICT FACILITIES, Facility Type: Dependent Fire Districts (Category B) Level of Service Standard (LOSS): Approximately 1 unit/4 minute response time/1.5 mile radius from station [for fire suppression]; and, 4 minute response time [for Basic Life Support (BLS)]. Unit Cost: $3,275,000 per owned station, with land donation. Using the District Peak Season population, the following is set forth: Units Value/Cost Available Inventory 9/30/15 3 * $ 5,289,750*** Required Inventory 9/30/20 3 ** $ 5,289,750*** Proposed AUIR FY 2015/16 -- FY 2019/20 0 $ 0 5-Year Surplus or(Deficit) 0 $ 0 Expenditures Proposed AUIR FY 2015/16 - FY 2019/20 $ 0 Debt Service Payments $ 0 Total Expenditures 0 fTh Revenues Impact Fees $ 5,000 Interest $ 500 Available Cash for Future projects/Payment of Debt Service $ 5,900 Total Revenues $ 11,400 Surplus or (Deficit) Revenues $ 11,400 Revenues needed to maintain existing LOSS none Recommendation,: That the BCC approve the proposed Ochopee Fire District AUIR for FY 2015/16 - FY 2019/20. Notes: * The Ochopee Fire Control and Rescue District operates a station on land owned by the Everglades City, and owns one station at 40808 East Tamiami Trail - which is utilized for storage and as back-up location for emergency events. The second unit allocated within the inventory is a permanent location at Port of the Islands. Construction of the permanent station was directed by a budget allocation of the BCC during 2012, with construction completed in 2014. The mile marker 63 station is owned by the State and leased to the District, while part of the inventory, the station can not be included within the impact fee calculations 209 ** This is the inventory required based upon National Fire Protection Association (NFPA) & Insurance Service Organization (ISO) response time standards (see response time maps). The ISO standard is a 5 mile road travel radius, and the NFPA standard is a 4 minute response time for the first-due fire suppression equipment within a 1.5 miles radius from stations and a 4 minute response time for BLS. ***Equals the cost of one owned station located in Everglades City($3,320,850), and at Port of the Islands ($2,014,750), for total of$5,289,750. The Ochopee Fire Control & Rescue District Millage Rate is currently at 4.00, by Ordinance capped at 4 Mills. 210 O C 0 3 Y v C = as (-) m 2 o B N L = a m m in o 1E N N V • s 1 teV m lC 22 . c m o m a« OG C N 3o L cn . C p J T O N L co (O F aadO o . W 'LL 2^ V r C .1�., C m U) W i 0 co G C W i 4 NINt u Z W REND Y COUNTY q \ ■ 8S8 aO Zi ILI ;r ‘‘,'"`'\\N. `y : o CZ as 0 0 sa IM 11 Q ! c r � d 111 N i o W C 1 s a. as re i H Y ' 3 ii w d 1 5 o y > NMI ° °A18 Sa.Y1Ja3A3 d d W a. cc j ` N p , m W Ca! w ite C 0 C ++ C o ■ U ce a U) � C1 C r 0 C 1 CO ¢ CO 1 O pi, W ✓ z 1 au� i x O �' 0 ��► W a o w x ! r✓ �� k ,,,IIII*---100 1 2 . 7 NW" J v— N ¢ N Mk lalA Oft CD■ • 0 w 4 (14 z+‘,, , Illivi ,- I a `0 iiL.ligt: a '� >s , • 'N MExlco 9 GULF ^• •• y\ 211 Collie/Count 2015 OCHOPEE EXISTING FIRE STATION Collie/ y LOS :4 MINUTE RESPONSE TIME / 1 . 5 MILE RADIUS NFPA °w~-^ 5 MILE ISO ROAD TRAVEL RADIUS / 1, MIgM.TRC E. c 5 Mile ISO Road Travel Radius t 1-`- ,; a i tL,/, '-'; f C ,lic , L. ,, �:.-�,,.,� E 'GLADE ` tiff r ' s. m 7 ----7 kr ?a CITY �� _' os $ ��' del 1 1.5 taws It''' Nf L €fro r W. If.,-.. 1` - Existing Station t , 'r c x'� r `i, (Everglades City) (-5- t. r ,� --,) •4 -'---r• -,,...,, ,,. . ./,. 7-V—"— „...,,p > ,--■-r, ''b-r-f(71HjAisi(,,,,Pf '..\rrc:,?___,iejf/ A: . , e. , As PI ( \f-1.)) (,, p. 4' . <:,,r,.-\..,(c.,, , , „,..),,, I.,4 ..ini. "—"'c 7 ____:,i y ',2,/ '-ii„Ycttii..2. G� t!:,,,, PLC" ll_.��"'�•±V 4'•- C} /S ` / p(�Ss,} t;'(Ji C \ 3) S)S if 51-11 \I J S / � i �':;( r, X15 �� 1 - ra,_ j ��. `� C Z. rl '� �• - Q f i�1 3 ,---,t7, ?) 1 �1 J ''- 5 --,. =6 ry • �+ a � , �a CH�KOLOSK E -` // '' '' ' ,C, t r , ,i -' N N'17 E S Legend Existing Fire Station Roads .�■ 5 Mile ISO Road Travel 1.5 Mile Radius NFPA Q 5 Mile ISO Road Travel Radius Buildings/Structures 7-1.____.1 I Miles 0 0.5 1 2 GIs Mapping:seal Yang,AMP aowe Manuyemem o.p.a sna 212 2015 OCHOPEE EXISTING FIRE STATION Oilier County LOS:4 MINUTE RESPONSE TIME / 1 . 5 MILE RADIUS NFPA 5 MILE ISO ROAD TRAVEL RADIUS 111 HAVE SE 10TH AVE SE \ 11.TH AVE SE 110TH AVE SE m. 11'TH AVE SE 112 HAVE SE 1- 112TH AVE SE 11.HAVE SE 112TH AVE SE x > 114TH AVE SE w 14TH AVE SE 11TH AVE SE m _ 0 116TH AVE SE AVE E SE 16TH J 118TH AVE SE 118TH AVE SE ' AVE SE 118TH AVE SE `a Lb H D 120TH AVE SE = 120TH AVE 121TH AVE SE � m 2 122ND AVE SE 12 12.ND AVE SE - 1/ i cc 0 124TH AVE SE m t2 dTH AVE SE d ATH AVE SE 128 HAVE SE LYNCH BLVD 130TH AVE SE IX 132ND AVE SE m 134TH AVE SE m Io r"h4+nr TRk E PORT OF ,. Fea ANDS'''') w��e aav .<. - -7`` a-d Existing Station ',6 ' (Port of the Islands) ' 4; ql l VL 5 Mile ISO Road Travel Radius N fr- S Legend Existing Fire Station Roads r1111■ 5 Mile ISO Road Travel 1.5 Mile Radius NFPA Q 5 Mile ISO Road Travel Radius Buildings/Structures 7-1--J I Miles 0 0.5 1 2 GIS Mapping'Beth Yafq.AICP G.»ih M.na6.men10epartm0M 213 Collier County Ochopee Fire Control & Rescue District Cost Per Owned Station with Land Donation (Station 66) Ochopee Description = ; Cost rPercenf of TititAl'- Building Replacement Cost per Station $1,300,000 94.68% Land Replacement Cost per Station * $0 0.00% Equipment & Vehicle Replacement Cost per Station $65,000 4.73% Office furniture & full live in facility $8,000 0.58% ,Total Cost per Station** $1,373,000 100% Collier County Ochopee Fire Control & Rescue District Cost Per Owned Station with Land Donation (Station 60) Everglades City _ _ escription - Cost Percent of Total Building Replacement Cost per Station $2,400,000 73.28% Land Replacement Cost per Station $0 0.00% Equipment & Vehicle Replacement Cost per Station $840,000 25.65% Office furniture & full live in facility $35,000 1.07% Total Cost per Station** $3,275,000 100% Collier County Ochopee Fire Control & Rescue District Cost Per Owned Station without Land Donation (Station 61) Port of the Islands Description ROMelnt:of-fioi`aV Building Replacement Cost per Station $554,000 27.50% Land Replacement Cost per Station $950,750 47.19% Equipment &Vehicle Replacement Cost per Station $480,000 23.82% Office furniture & full live in facility $30,000 1.49% Total Cost per Station** $2,014,750 100% * Based on donated land. The land is on donation with convenants to revert back to the owner if they do not use it as a fire station. ** The required inventory does not attempt to predict future possible increases or decreases in land, building and equipment costs. *** One time occuring cost - Source: Ochopee Fire Control & Rescue District 214 Incident Type Report(Summary) Page 1 of 1 ''') I M AG ETREN© Incident Type Report(Summary) From 10101114 To 07109!15 FIRE BRIDGE Report Printed On:0781912015 Incident Typo Count %of Incidents Est.Properly Loss Est.Content Lnss Total Est.Loss "e of Losses' 1 Fire Building Ore(111) 3 0.50% 510,000,00 $10,000.00 $20,000.00 23.75% Fires In structure other than In a building(112) 1 0.17% 520000 50.00 $200.00 024%1 Fire in mobile home used as toed residence(121) 2 0.34% $0.00 $10,000.00 $10,000.00 11.58% Mobile properly(vehicle)Are,other(130) 1 0.17% Sono $0.00 $0.00 0.00% Passenger vehicle fire(131) 9 1.51% 547,900.00 $1,100.00 $49,000.00 58.19% Natural vegetation lire,other(140) 1 0.17% 50.00 $0.00 50.00 0.00% Forest,woods or wildland lire(141) 1 0.17% $0.00 50.00 $0.00 0.00% Brush or brush-end-grass mixture fire(142) 5 0.84% $0.00 50.00 50.00 0.00% Grass fire(143) 8 1.34% $0.00 $0.00 $0.00 0.00% Construction or demolition landfill Ore(153) 1 0.17% 30.00 $0.00 50.00 0.00% Outside equipment fire(182) 1 0.17% _ $0.00 $0.00 $0.00 0.00% 3 - � 33 3.65% �SSB,100,00 $21,100.00 $79,200,00 04,05% Rescue&Emergency Medical Service Incident Rescue,EMS Incident,other(300) 7 1.18% $0.00 $0.00 $0.00 0.00% ,Medical assist,assist EMS crew(311) 106 17.82% 50.00 50.00 $0.00 0.00% :Emergency medical service,other(320) 2 0.34% 50.00 30.00 $0.00 0.00% i EMS call,excluding vehicle accident with injury(321) 168 28.24% 50.00 $0.00 $0.00 0.00% Motor vehicle accident with lnjudes(322) 41 8.89% 50.00 50.00 $0.00 0.00% Motor vehicle accident with no lnjudes.(324) 16 2.69% 50.00 55,000.00 55,000.00 5.94% Water&ice-related rescue,other(360) 1 0.17% $0.00 $0.00 50.00 0.00% i Watercraft rescue(365) 1 0.17% $0.00 $0.00 $0.00 0.00%1 342 57,50% $0.00 $5,000,00 $8,000.00 5.94%1 14 Hazardous Condition(No Fire) OII or other combustible Liquid spill(413) 1 0.17% $0.00 $0.00 50.00 0.00% Power line down(444) 3 0.50% $0.00 $0.00 50.00 0.00% [Arcing,shorted electrical equipment(445) 1 0.17% $0.00 $0.00 50.00 0.00% Aircraft standby(462) 1 0.17% 50.00 50.00 50.00 0.00% Vehicle accident,general cleanup(463) 3 0.50% $0.00 $0.00 $0.00 0.00% 9 1.61% $0.00 a�. 50.00 $0.00 0.00% 15 Service Call '.Service Call,other(500) 5 0.84% $0.00 $0.00 50.00 0.00% Water problem.other(520) 1 0.17% 50.00 $0.00 50.00 0.00% Public service assistance,other(550) 5 0.84% 50.00 $0.00 50.00 0.00% Cover assignment,standby.moveup(571) 1 0.17% 50.00 $0.00 80.00 0.00% 12 2.02% � 50.00 $0,00 $0.00 0.00% 6 Good Intent Call !Good Intent call,other(600) 9 1.51% $0.00 $0.00 $0.00 0.00% !.Dispatched and cancelled en route(611) 187 28.07% 50.00 50.00 50.00 0.00% -_ ;No Incident found on arrival at dispatch address(622) 7 1.18% $0.00 $0.00 50.00 0.00% Prescribed fire(632) 2 0.34% 50.00 $0.00 $0.00 0.00% _-�- ( _- Steam,vapor,tog or dust thought to be smoke 652) 1 0.17% $0.00 $0.00 $0.00 0.00 186 31.27% 50.00 $0.00 50,00 0.00% 17 False Alarm&False Call False alarm or false call,other(700) 10 1.85% $0.00 $0.00 $0.00 0.00% ;Smoke detector activation,no Are-unintentional(743) 1 0.17% $0.00 $0.00 $0.00 0.00% `Detector activation,no fire-unintentional(744) 1 0.17% 50.00 50.00 $0.00 0.00% I 12 2.02% $0,00 $0.00 $0.00 0.00% 19 Special Incident Type Special type of Incident,other(900) 1 0.17% $0.00 $0.00 50,00 0.00% I_---__.. 1 0.17% $0.00 $0,00 50.00 0.00% Total Incident Count: 596 Total Est.Loss: $84,200.00 1 Search Criteria Dates From 10/01/2014 To 07/09/2015(mmlddlyyyy) Service Ochopee Firs Department Staff All Apparatus All Station All Alarm Type All ,ZonelDIstrict All i? Report Description 215 ANNUAL UPDATE AND INVENTORY REPORT ON PUBLIC FACILITIES 2015 CATEGORY "C" FACILITIES 1 . County Coastal Zone Areas — Beaches — Inlets Collier County 2015 Annual Update and Inventory Report on Public Facilities 217 COASTAL ZONE MANAGEMENT CONTENTS • COASTAL ZONE MANAGEMENT- SUMMARY • TDC BEACH RENOURISHMENT PROPOSED 5-YEAR WORK PROGRAM • TDC BEACH RENOURISHMENT FUND PROJECTION - TABLE • ATTACHMENT A: BEACH AND INLET STANDARDS FOR SUSTAINABILITY Collier County 2015 Annual Update and Inventory Report on Public Facilities 219 2015 AUIR FACILITY SUMMARY COASTAL ZONE MANAGEMENT Area Type: Coastal Zone (Category "C") Using the adopted Beaches and Waterways Master Plan, and the Standards established for Sustainability (see Attachment "A"--Coastal Zones),the following is set forth for FY 201 5/16 to FY 2019/20. Expenditures Project&Program Costs $35,417,300 Reserves - General $1,608,400 Reserve -Catastrophe* $8,070,000 Reserve for Renourishment $0 Reserves -Reimbursement** $13,200,000 SUB TOTAL $58,295,700 Revenues TDC Revenue-Category A*** $33,296,800 Interest&Misc. Sources $1,694,200 Available Cash for Future Projects/Payment of Debt Sery $23,654,400 Revenue Reserve ($349,700) TOTAL $58,295,700 Surplus or(Deficit)Revenues for 5-year Capital Program $0 Revenue needed to maintain Sustainability $0 Recommendation: That the BCC approve the proposed Coastal Zone Management AUIR for FY 2015/16--FY 2019/20. Notes: *Catastrophe funds are accumulated at a rate of$500,000/yr, up to a maximum of$10,000,000. ** A reserve in the amount of$13.2 million has been established for potential federal and state reimbursements. The status of the reserve relative to de-obligation is subject to change. The Second Appeal to the FEMA de-obligation is expected to be resolved in calendar year 2015. Credits for other FEMA project worksheets are being applied to the de-obligation liability. The reserve amount of$13.2 million has been established for potential federal and state reimbursement and is subject to change based on the de-obligation appeal and reconciliation with the state Cost Share Program. ***FDEP approved a 1.5 million cost-share cost-reimbursable grant for the FY 15/16 renourishment of the Naples,Park Shore, and Vanderbilt beaches. FEDP also approved a 1.5 million cost-share cost- reimbursable grant for the South Marco Island renourishment and the Central Marco Island beach regrade expected to be performed in FY 15/16. For both these grants,revenue will be recognized as expenses are incurred and payment received. 221 1 o 000 0 0 0000 0 N CO d' 0 w = a # w » d ¢ \ k0 / /\$/ N tok C) CO- CO- Cl) N / o © CD 0 0 0 \ j \ 0 � § 6&a a c6 v co-(NI CO- C3 k 7f\ 0 \ 2 � E \ § m 2 0 � � co- % © N % f E \ [ 2 0o0 0 0 000 0 0 § - a) % E0 0 0 % g $ 0 e 2 k0 //\ 0 N ƒ%• t $ E { U � 2 / / N CO / CO E N N N \ § $ •S E f m co 000 0 0 000 0 { / / D � 2 o %o o st 0fo a 2m C ■ of N - 0 6 & 3= ¥ a = ,aE o ® a 2000 0 0) co $ m _ / i 2 ® / N -cri. / \ \] tn 0 a ) \ O ~ e 000 0 0 000 0 G C m00 0 N 0N0 N 0 f \ o a«a a w 6w• 6 & o f2 re k2 # _ » 0 0 0oo 0 0 s & 0 ® r 9= r a t ) co- Cl) R ® Cl) / ® m k 0.a 0 § \ coo 0 0 000E 0 = m = 000 0 0 0000 0 , O (0 R00 0 CO 0 « » CO ) , I- 5 maa 0 a ¥o• (6 ƒ / c ( rt C.. Cl) // / / 0 %� N ) F2 Cl) N co a E \ \ ( / Q) 2 ® § m ) \ �S¥ , 0 _ ( / C $ Jim CO . ƒ fk % CO k/ a) ) S L { ¥ 0 ef ® 7 0 k Qo 2 0 0 E >ET ® w - § \ o� \/ § ] \ ; U _ \ o e e om a 2 k _ � k \0 \2 ^ b } « ) ) Ct L_a ) / � § ) J 77 E� mm0E 2 to § E $ 3 ° ° S tit E ƒ ƒ ƒ ) t- £ - . 0r I- z z 222 Coastal Zone Management FY16 5 Year Projection (in thousands) Proposed i....„ Budget Proj. Proj. Proj. Proj. FY16 FY17 FY18 FY19 FY20 5 Year Totals Roll forward(sum of reserves) 23,654,400 23,060,000 19,854,000 21,111,400 24,552,800 23,654,400 Fund 195 Revenue 6,904,100 6,500,000 6,565,000 6,630,700 6,697,000 33,296,800 Revenue Reserve (349,700) - - (349,700) Reimbursements - 1,250,000 - 1,250,000 Interest 90,000 92,200 79,400 84,400 98,200 444,200 Total Funding 30,298,800 30,902,200 26,498,400 27,826,500 31,348,000 58,295,700 Current and Proposed Projects FY 16 FY 17 FY 18 FY 19 FY20 5 Year Totals Ref.e Prof.No. Beath Projects 1 80096 Collier Beach Renourishment 2,500,000 2,500,000 80165 County Beach Analysis&Design 50,000 _ 50,000 90038 Naples Beach TS Debbie Engineering,NIP&Renourishment(CY's) - 2 90061 Marco Island South TS Debbie Engineering,NTP&Renourishment(15,000 CY's) 525,000 525,000 3 90062 Marco Central Bch Regrade(150,000 CY's) 1,000,000 1,000,000 90065 Local Government Funding Request(LGFR) 14,000 14,000 14,000 14,000 14,000 70,000 80097 Hideway Beach Structures - - 80158 FEMA Huricane Recovery - - 90066 Vanderbilt Beach Engineering,NTP&Renourishment(50,000 CY's) 2,500,000 2,500,000 5,000,000 90067 Park Shore Beach Engineering,NTP&Renourishment(50,000 CY's) 2,500,000 2,500,000 5,000,000 90068 Naples Beach Engineering,NTP&Renourishment(50,000 CY's) 2,500,000 2,500,000 90069 Clam Pass Beach Engineering,NTP&Renourishment(25,000 CY's) 1,250,000 1,250,000 90070 Pelican Bay Beach Engineering,NIP&Renourishment(25,000 CY's) 1,250,000 1,250,000 2,500,000 90071 Marco Island South,NTP&Renourishment(100,000 CY's) _ 1,000,000 1,000,000 TBD Major Beach Renourishment Engineering,NTP&Renourishment - Inlet Projects , 90210 Wiggins Pass Channel Straighten - - - - - 4 80288 Wiggins Pass Dredging 25,000 750,000 23,000 150,000 25,000 975,000 5 88032 Clam Pass Dredging(Pei Bay) 178,000 20,000 20,000 20,000 20,000 258,000 6 90029 Doctor's Pass S Jetty Reconstruct 500,000 500,000 7 90064 Collier Creek Engineering,NTP and Dredging(30,000CY's( 500,000 500,000 90072 Collier Creek Modeling,Jetty Rework and Channel Training 750,000 750,000 90549 Doctor's Pass Dredging 25,000 25,000 850,000 25,000 25,000 950,000 Regulatory �,, 80171 Beach Tilling-County Wide 40,000 40,000 40,000 40,000 40,000 200,000 90033 Near Shore Hard Bottom Monitoring 165,000 165,000 165,000 165,000 165,000 825,000 90297 Shorebird Monitoring 28,000 28,000 28,000 28,000 28,000 140,000 90536 City/County Physical Beach and Pass Monitor 165,000 165,000 165,000 165,000 165,000 825,000 99999 Beach Turtle Monitoring 164,800 166,500 166,500 166,500 166,500 830,800 Maintenance 90527 Beach Cleaning-Naples 200,000 200,000 200,000 200,000 200,000 1,000,000 90533 Beach Cleaning-County/Marco 186,200 160,000 160,000 240,000 160,000 906,200 90044 Vegetation Repairs-Exotic Removal - 75,000 75,000 75,000 75,000 300,000 Structures 90096 Naples Pier - - _ - - 135,500 135,500 Administration 90020 Fund 195 Admin Costs 66,700 75,000 75,000 75,000 75,000 368,700 Total Direct Project Cost 6,334,700 10,133,500 4,483,500 2,365,500 7,544,000 30,859,200 interest Redirection 90,000 92,200 79,400 84,400 98,200 444,200 Transfer to 185 Operating 669,100 660,000 660,000 660,000 660,000 3,309,100 Transfer to Tax Collecter(Revenue Collection Exp) 145,000 162,500 164,100 165,800 167,400 804,800 Reserves General 3,790,000 - - - - - Reserve for Catastrophe 6,070,000 6,570,000 7,070,000 7,570,000 8,070,000 8,070,000 Reserve for Unrestricted Capital - Reserve-FDEP/FEMA Refuding/Deob 13,200,000 13,200,000 13,200,000 13,200,000 13,200,000 13,200,000 Total Programmed 30,298,800 30,816,200 25,657,000 24,043,700 29,739,600 56,687,300 Unencumbered Reserve Balance to Roll 0 84,000 841,400 3,782,800 1,608,400 1,608,400 P=Planning,0=Design&Permitting,C=Construction,M=Maintenance/Monitoring,A=Advance Funding Notes; 1.All numbers are in thousands of dollars - 2,Current year includes annual outlay plus carry forward from previous year 3.FY 15 CIP outlay based on info supplied by OMB,subject to change ■ 223 Attachment "A" — Coastal Zones Standards for Sustainabilitv: 1. Dry beach width of 100 feet for the Vanderbilt and Naples beaches and 85 feet for the Park Shore beaches as measured from the 2003 beach width benchmark developed by Florida Department of Environmental Protection (FDEP) and Collier County. The area is located between Florida DEP reference monuments R-22 and R-79 with the shoreline largely within critically eroded areas as designated by the FDEP. 2. Marco South dry beach width of 100 feet for critically eroded south beach from R143 to R148. 3. Annual beach and Inlet monitoring reports evaluated annually along with composite erosion rates tabulated by R-monument and summarized by beach segment. 4. Inlet maintenance activities are verified by annual monitoring and identified as follows: • Wiggins Pass—Major dredging event every four years and supplemented by a minor dredging event every two years and verified with annual monitoring. • Clam Pass—Major dredging event as required to achieve sustainable tidal '1 flushing but generally expected every 3-4 years and verified by annual monitoring, • Doctors Pass- Major dredging event every four plus years and verified with annual monitoring. • Caxambas Pass- Major dredging event every five plus years and verified with annual monitoring. • Capri Pass/Collier Creek Entrance Channel - Dredging event every five plus years and verified with annual monitoring. 5. Beach maintenance and cleaning as required providing beach serviceability. Exotic species removal as required. 6. Compliance with permit and regulatory conditions: sand quality, physical and biological survey/monitoring, near shore hardbottom protection, dune vegetation maintenance/repair and endangered species avoidance and habitat protection. 224 APPENDIX I CONTENTS: • COUNTYWIDE PERMANENT POPULATION ESTIMATES AND PRO- JECTIONS (APRIL 1 & OCTOBER 1) • COUNTY PERMANENT POPULATION ESTIMATES AND PROJEC- TIONS BY PLANNING COMMUNITY(APRIL 1 & OCTOBER 1) • COUNTYWIDE PEAK SEASON POPULATION ESTIMATES AND PROJECTIONS • COUNTY WATER AND SEWER DISTRICTS POPULATION ESTI- MATES AND PROJECTIONS —FULL DISTRICTS & AREAS SERVED • MAPS— ♦ COLLIER COUNTY PLANNING COMMUNITIES ♦ DISTRIBUTION OF RESIDENTIAL CO's BY PLANNING COMMUNITY ♦ DISTRIBUTION OF RESIDENTIAL & COMMERCIAL CO's 2005 - 2015—SUMMARY ♦ DISTRIBUTION OF RESIDENTIAL & COMMERCIAL CO's 2006- 2015—BY YEAR ♦ POPULATION DISTRIBUTION BY TRAFFIC ANALYSIS ZONE (TAZ) ♦ DISTRIBUTION OF RESIDENTIAL CO's WITHIN PLANNED UNIT DEVELOPMENTS (PUD)—2014 ♦ DISTRIBUTION OF RESIDENTIAL CO's WITHIN PLANNED UNIT DEVELOPMENTS (PUD)—2013 ♦ DISTRIBUTION OF RESIDENTIAL CO's WITHIN PLANNED UNIT DEVELOPMENTS (PUD)—2012 • TABLES—IMPACT FEE FUND AND DEBT SERVICE EXPENSE Collier County 2015 Annual Update and Inventory Report on Public Facilities 225 :2 s i — — — cr) oo o 2 0 2 0 g = o 2 O mi 1 S' ai 1 i i',G'••= 8 el 6. et 8. ot — — ■ ...-. et In 2- g i co CC n - 2 co u, 2 _CO ILl o CD 7: -.• F'N. -6''''er lf) 70,' o o■a, u) la i r•-• co u, 2 2 C4 2 0'3 5 c co 1 ii"'4 tii t 6'ri 11 _ ■ ...... 5 L' co 2 LC o V) 0,N o,.■V, ,2,...In -71 •-• a 00 1. et If) IV ■■•■ ffl 0 0 — ■, r,1 ■ 0 i . o F.. 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J • PS SPN HNaK).KRD r. *M - i f: vr� i Uj • 1 �nl EJ Legend • Commercial Q ,( ,, ": i N i. ..,y , M..� D Residential Multi Family - se 1110 -1,Single Family -,'411 sa: Top 15 Development Sites Planned Unit Development(RID) i,`�N ll 2005-2015 Residential C.O Data: i JAI tr�:. N 13,463* Single Family Units �• • • 11,858* Multi Family Units •. 4 • 10,327,218* Commerical Sq Ft in Low • *Approximated Values as of March 31,2015 YEAR" SF MF Commercial SQ FT t 2005-2006 2,572 2,144 2,546,394 La,-, 2006-2007 2,850 2,963 2,712,443 s 2007-2008 1,403 2,732 1778,298 .0 2008-2009 433 638 793,251 , • • 2009-2010 563 459 514,898 2010-2011 588 692 312,695 0 2011-2012 747 480 _199,175 r 2012-2013 806 454 361,609 ', ` � 2013-2014 1,436 286 548,385 F°0. 2014-2015 2,065 1,010 560,070 ^� TOTAL 13,463 11,858 10,327,218 s \ a CITY OF \D •YEAR=April1-March 31. m� MARCO ISLAND Rae SF=sinee family&mobile homes MFesingle family attached,duplex,3&4 unit structures,>4 unit structure 234 P.. 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'-fri,,,,4(:0 O NI_Li _1_,,_ i __Li ,L ii-t2 \„,-''Atole--.4,..A V � 0 l r •- - ,.y- GUI5 t`) M 236 2014 RESIDENTIAL CO's WITHIN PLANNED UNIT DEVELOPMENT(PUD) I �vo RA, e • \\''''— '2'''1111111.-r. - am. irm _ --= -1.1"- „ . _ .... • ii, , ., ... , • -\ M1 s fiUA1EL1V ='1 WIL i Ml •�M i• •`I �.—ULE • I , dE V ( 13•2 II! / ' _ ■.∎∎maN I,i� F E mow W -- - �d IL� + DRUM �° C ir a• . ®� •ATE PAY •ki_NM 411•!01.11. cm of 1 B� r- NAPLES �I r•`'�' unI iiat II.. „att..,MA •IS R. - Legend • nn LD N • Residential Certificate [- f<_ J —" 5. 1 of Occupancy(CO) E L—� Development Hot Spot PUD ° 1 „.. .41 _., PUD NAME - MIB6IMSION HODR au -5 inh, TERAFINA SATURNIAFAULS PHASE ONE,RNVERSTONE MAT POUR 183 102 LELY RESORT TIGER ISLAND ESTATES 02 183 0 A 1111 YOENTVRRTH ESTATES VIAVENETO LOTS 30 AND 33 REPLAY 77 M3 ? HERITAGE BAY QUARRY PHA1iEtW0 117 138 I ~ - c MARC.SHRSFIDLA'S CRK RU NAVWY BAY REPLAT 63 91 = >, VMNDMG CYPRESS VERONAWMKTCWNHOMES PHASE TWO 83 03 �..- i COPPER OWE PRESERVE COPPER COVE PRESERVE UNR TWO 59 SI l '7 Y4ALRUT LA1•3 REFLECTION LAMS AT NAPLES,217-218 54 54._'.,,}4 `/ • II D. SANTAN BLVD EAST PEKTENBION V 30 X.D. OAKS MEAT 1MTANA 40 40 Mill GREY OAKS TRAONfiONS,TNEYI 1AR At GREY OAKB 30 M WOLF CREEK SLACK BEAR RIDGE-PHASE ONE 30 50 1. .•..1 ARLINGTON LAKES AROALUCIA 33 30 SUMMIT PLACE IN NAPLES SUMMIT PUCE IN NAPLES PHASE 5 24 H ROYAL PALM INTERNATIONAL ACADEMY CAMDEN LAI(ES V 27 S+, WALL/EST WARMEST UNIT ONE REPIAT BOCK C SECONDADDRION 25 26 • `�,0 I COOK PROPERTY,THE FIRANO AT NAPLES 23 23 "p `{ d q liho BUCKS RUN BUCKS RUN RESERVE 21 21 j °""' tT•ORANGE BLOSSOM RANCH ORANGE BL06300 RANCH 4043014 20 25+`I MEDITERRA MEDITERRA PHASE THREE EAST UNIT MAO 10 15 SILVER ONES 0WERLAMES PHASEIVAF 17 17 MANCHESTER SQUARE MANCHESTER SQUARE UNIT I 14 14 1 J SNIDALVLOOD BANDALN000 13 13 , TUSCANY RESERVE YATERCOURBE AT TAUS PARK 10 10 -u KI 1q'A! TNELVE LAKES MADISON PARK PHASE ONE 2 6 �� {"- &I'1nt VINEYARDS VENEZIA GRANDE ESTATES 5 0 A` ., ) FN1H LANDING FAITH LANDING PHASE ON E 7 7 �" LELY BAREFOOTBFACN IVY BAREFOOT BEACH UNIT 5 7 NT }+ TIXL RATA RV PARK TOLL PLAZA 5 5 GOLDEN GATE FIRE DISTRICT STATION SUMMIT RACE IN NAPLES PHASE M 4 4 ` ," 7 PARADISE POINTE RV RESORT PARADISE POINTE 4 4 Iti 504415AY SWAM' 4 4 j. I ti CRYSTAL LAKE CRYSTAL LAKE RV RESORT PH I 3 3 M0.& .1-',,. L — ,r, UVINGSTON VILLAGE MMBELULAKES 3 3 _ - i� HA003 RIDGE HAVNSRIO0E UNIT TWO 2 2 4\ 1 `t VANDERBLTCQUNTRY CLUB VANDERBILTCOUNTRYCLUB 2 2 ^, �:( I AUDUBON COUNTRY CLUB ANDUSON COUNTRYCWB UNIT MO I 1® ;, 1 BRIARM000 BRWRVA00 UNIT TEN 1 1 t ( HOMES C ISUNDW CLUB ESTATES REPLAT 1 1 } p `„ LELY COUNTRY CLUB 1ELYCCMURPIELD 1 I } MONTEREY MONTEREY UNIT FIVE 1 1 �1.1 C S '+ OIDE CYPRESS STRADA SEIU ��y�(A"((� - l ORANGE TREE ORANGE TREE II 3 CITRUS GREENS SEC PH IA I I MARCO ISLAND PELICAN BAY PELICAN SAY UNIT 10.REPLAY OF VIES 3I M03 1 1 GISMSPNRPSSW'hne,MOP (�� -- OlalNh Mw6 I5nt MpRrOn51M 0 0.5 1 2 3 — - ' 237 2013 RESIDENTIAL CO's WITHIN PLANNED UNIT DEVELOPMENT(PUD) 49 ,:c.)�N \, /—MI-. ...' e 9111p. in 3 1 . Mir? rix 11111 I, � •' m • .1111 L , L ■ M01..6ERO;. •611 In 1 N. rivi Ay...- .-rgiaL:imi Rai • . iiiiiszpit ir. it....... , ,1' N ``■ • YAM.KT B£4444.44 RD li wO ORRYhT GGCH 6D Etwram..sn� • 11 _ °n •". �yC I ^ • GO cAreuww E 3 • g k ;RA �k 11[111! '''2 H IlitgiA _ \ II .._. Mt _ NAPLES --I ��'� ",��I CITY OF 1 n � f�„ �; r•, -i,, i I _ I% 4 i.e.* .., „, ,, .1..P li 7 N out MO mg .*_� KANK lippr Illinip it Legend I �,,.,.. N Q Residential Certificate I W°.° ■ ••_ t of Occupancy(CO) m Development Hot Spot r�� PUD PUD NAME SUBDIVISION 8CO4 SP UNITS HERITAGE BAY QUARRY PHASE TWA 134 199 ARP 1 LELY RESORT MOORGATE POINT 102 1IS /�JV,. TERAFINA SATURNIA FALLS PHASE ONE S6 56 / - sue`. WINDING CYPRESS VERONAWALK TWAIN ORES PHASE TAO 92 92 , y�, MANCHESTER SQUARE MANCHESTER SQUARE UNIT I 71 71 MoS , .` WENTNORTN ESTATES ITAUA 46 56 re:gb- COPPER COVE PRESERVE COPPER COVE PRESERVE UNIT TWO 46 46 . BUCKS RUN BUCKS RUN RESERVE 36 36 • � ' TAELVE LAKES MADISON PARK PHASE TAO TRACT M.AID N REPIAT 34 34 MARC.EHRSIFIOLR'SCRK RUNAWAY BAYREPIAT 33 33 I• .wow REGAL REGALAC 28 28 • SANDALWOOD SANDALWOOD 26 ]E WALNUT LAKES REFLECTION IAKES AT NAPLES.217.219 28 26 GREY OAKS TRADITIONS.THE VILLAS AT GREY OAKS 22 22 SUMMIT PUCE IN NAPLES SUMMIT RACE IN NAPLES PHASE II 22 212 ' d S WOLF CREEK MACK BEM RIDGE-PHASE ONE 22 T2 ` DUAL NEST QUAIL NEST PHASE NI UNIT TAO IT 1 .. FAITH LANDING FAITH LANDING PHASE ONE 16 t IIIIII PELICAN MARSH MARSALA AT TIBURON 14 I - - _ COOK PROPERTY.THE FIRMO AT NAPLES 15 1 NEATER RA M ENTER RA PHASE THREE EAST UNIT TAO 13 1 SILVER LAKES SILVER LAKES PHASE WOOF 11 1 1 ARLINGTON LAKES MOALUCA !' - - TOIL P1024 NV P0501. TOLL PLAZA -�. H.O.DEVELOPMENT LANTANA •ORANGE TREE VALENCIA GOLF MD COUNTRY CLUB PHASE 7A , LIBERTYLMOING WBERTY LANDING ESPERANZA PUCE ESPERANZA PLACE - _ 4tf. LMNGSTON VILLAGE MARBELLA LAKES,UNIT ONE LEL?BAREFOOT BEACH LEL?BAREFOOT BEACH . - - PELICAN BAY PELICAN BAY UNIT 14 AUDUBON COUNTRY CLUB ANDUBON cop NTRY CLUB UNIT TAG 48 "a,�.A., QUIT WEST MAIL NEST iii y'^��e 06057002 CRYSTAL LA UNIT ELEVEN {�-IOy+ -- CRYSTALINLE CRIARNOC KERVREBORT P03 UIPERIALNEST PARK PUCE NEST A. KINGS LAKE IWIO9 LAKE UNIT 41 . , LAGO VERDE OU EENS PARK ATLAGO VER OE PH 3 o c MOON LAKE MOON LAKE UNIT I °0 L `a ORANGE BLOSSOM RANCH ORANGE 9LOSSONI RANCH PHASE10 'Pb BERKSHIRE LAKES BERKSHIRE LIESUNIT4 CITY OF SANDALWOOD SECOYARESERVE �5 - ry MARCO ISLAND r- . VINEYARDS VENEZIA GRANDE ESTATES GIS Mappiry:6.10 T.E.Al" MASS Ortn.411 Man54amant D8P•Rma14 0 0.5 3 2 0 238 2012 RESIDENTIAL CO's WITHIN PLANNED UNIT DEVELOPMENT(PUD) G�.Re ft , 1y , 11E11 - \'_., relor nh-- utili • M.„_„, 1 • .• , !k2." A� � • ti.,.,.F • y 4 "I I 111 1 P • .91ma9 NI Imo,aG.130 11J...—.. i &� ' . MI,. Ai ®I ummil 00.P.n.ATE y_ MI I '71.111_NM jell VMS . 11111 NAPLES T1•� = 1211 111 tila ;Ti 1' ' a 1�; _ t'' Ill I- 1 ! Li El _ ♦ nurra� c`a'r _I Legend { 0 Residential c up Certificate t_ Ai N of Occupancy(CO) f ft t° Development Hot Spot ��' f I�" r ►PUD e ■ PUS NAME SUIOM3ION ACCM 4/UNITS 1 HERITAGE HAY W.ry2han 134 j:,.,- 111Y RESORT PMrs Cm.Al Ltly Resat ACakainkrn 117 156 "'°°"°"`° LIVINGSTON VILLAGE 191909119 Ltl m eT 123 MOOING CYPRESS Wronase kT000032 w Plan+Tm IN 91 i TMEWEIAKES Medson Park 56.5973T7MM a N MOB bG 80 i r o COPPER COVE PRESERVE Capper Com PrusrN SKINK N N MANCHESTER SQUARE Manchrta Sgva,URt 1 32 32 ORMGETREE Walla Otll an!C0 00000 Phase ELVER LANES 50 20 ta 33 33 t 1 , REGM.AKE3 SMX Lake.Pl.uTysR 21 2 MI SMDALW000 81308 Ratans 1 1 - MEOITERM 0. 0 23 1 13 2 00 03 0 1 03 1 1 _ DEERrrwrow0 1.10967LAGSMI 1 1 I .\ PEUCM MARSH TN.onGal 1 ,1 NOV CREEK Ms4.w 111510-PSw3 1 1 , COOK PROPERTY,THE Pima Neplta 1 1 - -'d.. MUNGTON LAKES Mail3h 1 �' ROYAL PMA181TERNATIONM.ACADEMY Vann Pdrh S ' - TERAPMA RIwMa. 1 GAMBLE REGENCY 11.399•19 329191 ' - p'a T ' CRYSTAL ME COMM LM.RVRtaa1P11 �: ` ONEY OAKS 15,00 mdMfmnaft i WALNUT Cap WkllP00.lI.U141113 h.. -1 ` > \, VINEYARDS Mnwb UrI5ATM �,� LELY PAREPOOT BEACH 9&Jlipd Cs Mr EAAUMI a. t '' y MMC.SHR&PIDUP8 CRK PM4M'A Crta0Pbao R.r,UMt Toe ''S '42"W�CCF`l VMDEREILT VILLAS 12. 002100 i I VANT1NORTH ESTATES RAW 1a9A MRONMENI AnavAmd R.SwMLO.Trtllyd Mum Tva AUOUBON COUNTRY CLUE Av1bnC.s.7CIM 91 Tne10 ;q \ 0. CAMTL01000C ATUPERW. 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(6 (D O N Cr N (b co) co (fl V' co co N 0 C p_ 00 CD N CD V:O h 0 N M CO , .a, M c E "' O tO O) O M O h M N h N tY a p E N N M M co V' co V' V' V' (O GD O 0 M `v_ N LL 0 0 0 0 0 0 0 0 CT) O 0) N c (Ep) N N N N N N N N N N N M M U a z co 6 M M O V) )O N� c0 ON O N M <t v) VD N- 00 ON O N M b v ' N N N N N N N N CV N N M M M M Cn M M in 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y ,n N 0 N N N N N N N N N N N N N N N N N N N N N N (D • E°. E.D. p N Q 247 APPENDIX II CONTENTS: • RECREATION FACILITY TYPE GUIDELINES • CURRENT COUNTY RECREATION FACILITIES- INVENTORY • PLANNED COUNTY RECREATION FACILITIES • CONSERVATION COLLIER - TRAILS LIST • PARKS OPERATIONAL DATA Collier County 2015 Annual Update and Inventory Report on Public Facilities 249 cn vs +, m 0 -r7 E rn Q � a � � � � c E cII E 5 0 N O O O C O 4-0 C C Cfl a O �d co o O N N '� V) u) V) �.. N C P CO U r v a) a L U as 7 U a) ca o co Lo CL 5 = O O c)0 O I` O CO V) >' O y C C U O c a c CD N N N Y -I O -o crt N U ca >,w co c Q >' c c C c a a) C c C ui CO cn 1- m 0 -� c E �; 'N 2 1a Y B. a) o 0 o c °—' . as o Q CO c. 6 is CO ° c Q ? >, O O •O a tio cr al !V N 0N c N -0 O '0 E o N p T CO N o m al N a N a) a E c CO c - a) fl. 7 E UJ co cNn '° N'� Q .2 4) CZ 0 C 7 t1 r ti a) "- .0 Y 'a - •p V7 N o C'7 r li7 U V) 'j O 'O O O .. N a' d lf� f�- Cr f06 N CS L rI3 C) V cD 0 -0 m CO = G CO V) U 'a C a m C) e- (n C N • 'O W N p Ca to N C V) � C U • N a) .0 C O C et U) a) ca O C c Ti) O 'O OU a� a) O E . a) L ai N tid C to O O to O C 72", .."-E O y U C as U C7 "C L d O c ,_ O u') ca �' o 0 c ' +� = 3 > N N a— U o •CO coo Jo � E a co C) C U C N E cc") > L N -a d co c cz a) -o a) a = 0.) ° c3 2 c co Yoo C, c`a u°D t o as o , > am OM o .c 0) ai a) c 3 � c Cr)c I— o . r � N ) N -0 N "Y .c a,a E T .0 o � d >CD CI c0 3 o ce G r •O as O o w co N E co a5 0 CO a) oc R) N Q V, . as v- (tf .R V) 4Y-- O C V) w Li_C d O a, a) V O C J 0 42 O .° tt fD 0 O a) a O r CO r o C. O 5 N = a.> C U O ..- .-. _ a O L c0 a L O r •N 0 ca co ` L tT f0 N a o Q) i6 .0 o (� a v _ in m U3 0 ca Tii Q) .G C — C C C _p O O O — a S� O ' O cII �O ... C L C V} O0 0 0 R-, 00 O CLq C o O (6 .O U n c a) ts > O O O U co- CD O 7i CO = c O - c o V o U a) o _ — p Q) a O O U r r p N ON L N c O Z N C caa U Z U C c > 7 . 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N -- - - suopededo 6106010/Nova —- —- —-— r - e'^^ sanedS 13u!1Jed we N e -2 m — JOOP1n0 PUP<00601;96000 liegla0ee N—.- N N N N-N e - - m- -- - ry N n ePleld.IiBGasaa - — - — — 0J a)IS 1a016oloayw. - - N Jaleay8ydw. - .' - m Belay 0Jed Poo11ogy6100 2 8 8 m 88 m o o m N eal0y MJedleualaa.RI N'$888 8 8 888°.88 8 P. p m g$m 8 $1 n of vl N - m PP.8 N 8 $m e0.0y IPed fslunwwo e - 8 m m m N e m m 8 8 8 m m 8 N N 8 m FA- .a,...c°w 888 V.81.m$88$88.8 g oo 88$°88,$8 r° 88$$°88888 m°8$m$$ m dvddQc.n.nd228 md6,.; m m N mm—Nm 75g—m ,dmo°.n°" pZE°'—mevdr,hNSP, ,ao,— m odd 11111111111111111111111111111111111111111 lit 1 g I c a LL ' � 5 K 3 t v 'i€ d ' Y a 1 m a s$ys < ` i`i u i %g H v lire- a V 1 , e w --v `t s m 6 r w. a ,_ g e . rc m 7:4=1 .0g i 1 i>o.li cizmmm OZ jO>U zOn2 y`5>J7 cJ Ca LUJn c>i'4 as 11 6 Ea 6 E o`rd°wa immci aw u° 1 w e 2 W U E N 255 Conservation Collier - Trail List 1. Alligator Flag Preserve—2,600 Linear Feet 7875 Immokalee Rd. Naples, FL 34119 2. Caracara Prairie Preserve—14,800 Linear Feet 2320 Corkscrew Rd. Immokalee, FL 34142 3. Cocohatchee Creek Preserve—1,200 Linear Feet 1880 Veterans Park Dr. Naples, FL 34109 4. Freedom Park—2,000 Linear Feet 1515 Golden Gate Parkway Naples, FL 34105 Parks and Rec portion—7,800 Linear Feet 5. Gordon River Greenway Park —3,400 Linear Feet 1596 Golden Gate Parkway Naples, FL 34105 Parks and Rec portion—8,100 Linear Feet 6. Logan Woods Preserve—1,000 Linear Feet 831 Logan Blvd. Naples, FL 34119 7. Nancy Payton Preserve—10,000 Linear Feet 1540 Blue Sage Dr. Naples, FL 34117 8. Otter Mound Preserve- 1,000 Linear Feet 1831 Addison Ct. Marco Island, FL 34145 9. Panther Walk Preserve—1,600 Linear Feet 2845 60th Ave NE Naples, FL 34120 10. Pepper Ranch Preserve—87,200 Linear Feet 6315 Pepper Rd. Immokalee, FL 34142 11. Red Root Preserve—3,300 Linear Feet 1330 Limpkin Rd. Naples, FL 34120 Approx.Total= 128,100 Linear Feet OR 24.3 Miles 256 _ BEACH PARKING PERMITS RESIDENT ISSUED 2013 BEACH PARKING PERMITS NON-RESIDENT ISSUED 2013 FY 13 Q1 FY 13 Q2 FY 13 Q3 FY13 Q4 FY 13 YE FY13 Q1 FY 13 Q2 FY 13 Q3 FY13 Q4 FY 13 YE .TRAL AVE LIBRARY 2,623 3,569 3,161 2475 11,828 CENTRAL AVE LIBRARY 145 424 235 77 881 ENCP 4,886 4,408 3,503 2059 14,856 ENCP 98 374 55 19 546 EVERGLADES CITY 25 45 70 FREEDOM PARK 19 56 34 0 109 FACILITIES 1,541 1,819 1,339 1006 5,705 GGCC 41 168 29 19 257 FREEDOM PARK 108 622 454 314 1,498 IMCP 4 0 2 1 7 GGCC 2317 3,383 4,778 2905 13,383 MARCO LIBRARY 0 0 0 0 0 IMCP 21 40 60 45 166 MARINAS 49 61 0 0 110 MARCO LIBRARY 964 1,483 1,514 1087 5,048 MHCP 4 9 2 1 16 MARINAS 684 610 0 0 1,294 NCRP 332 687 262 164 1,445 MHCP 516 760 1,158 917 3,351 NORTH COLLIER SERVICE CENTER 136 322 132 75 665 NCRP 676 999 801 638 3,114 TIGERTAIL 22 142 115 52 331 NORTH COLLIER SERVICE CENTER 5,142 6,206 5,414 11010 27,772 VTCP 662 1,438 479 319 2,898 VTCP 4,915 6,410 5,240 3700 20,265 VYCP 15 46 132 23 216 VYCP 1,527 2,074 1,893 1087 6,581 TOTAL 1,527 _ 3,727 1,477 750 7,481 TOTAL 25,920 32,383 29,340 27,288 114,931 BEACH PARKING PERMITS RESIDENT ISSUED 2014 BEACH PARKING PERMITS NON-RESIDENT ISSUED 2014 FY14 Ql FY14 QZ FY14 Q3 FY14 Q4 FY14 YE FY14 Q1 FY14 Q2 FY14 Q3 FY14 Q4 FY14 YE CENTRAL AVE LIBRARY 2,782 3,535 3,040 2291 11,648 CENTRAL AVE LIBRARY 163 463 262 112 1,000 ENCP 2,789 8,364 2,892 2098 16,143 ENCP 143 416 73 23 655 EVERGLADES CITY 32 70 46 58 206 FREEDOM PARK 0 0 0 0 0 FACILITIES 1,998 32 2,030 GGCC 52 181 27 12 272 FREEDOM PARK 260 464 480 343 1,547 IMCP 2 6 2 1 11 GGCC 1,769 1,665 5,818 3603 12,855 MARCO LIBRARY 0 0 0 0 0 IMCP 43 70 75 63 251 MHCP 3 15 1 2 21 MARCO LIBRARY 1,614 2,139 1,602 1126 6,481 NCRP 382 782 325 165 1,654 MHCP 575 959 1,277 909 3,720 NORTH COLLIER SERVICE CENTER 158 384 149 88 779 NCRP 771 1,095 854 597 3,317 TIGERTAIL 16 263 120 46 445 NORTH COLLIER SERVICE CENTER 5,833 6,679 5,900 4621 23,033 VTCP 526 1,592 690 419 3,227 TAX COLLECTOR 2,313 3,025 2440 7,778 VYCP 264 61 25 29 379 VTCP 4,409 6,200 5,275 3430 19,314 TOTAL 1,709 4,163 1,674 897 8,443 VYCP 1,432 2,067 1,798 1154 6,451 TOTAL 24,307 35,652 32,082 22,733 114,774 BEACH PARKING PERMITS RESIDENT ISSUED 2015 BEACH PARKING PERMITS NON-RESIDENT ISSUED 2015 FY15 Q1 FY15 Q2 FY15 Q3 FY15 Q4 FY15 YE FY15 Q1 FY15 Q2 FY15 Q3 FY15 Q4 FY15 YE 'CENTRAL AVE LIBRARY 2,630 3,583 2,989 9,202 CENTRAL AVE LIBRARY 148 517 281 946 FLCP 0 0 156 156 ELCP 0 0 0 0 7,P 3,337 6,296 3,345 12,978 ENCP 175 496 84 755 ERGLADES CITY 28 88 68 184 FREEDOM PARK 0 0 0 0 FREEDOM PARK 277 436 495 1,208 GGCC 33 163 42 238 GGCC 3,616 4,568 3,886 12,070 IMCP 3 6 3 12 IMCP 63 98 104 265 MARCO LIBRARY 0 0 0 0 MARCO LIBRARY 1,715 2,080 1,697 5,492 MHCP 2 12 1 15 MHCP 592 939 1,190 2,721 NCRP 467 972 386 1,825 NCRP 960 1,261 982 3,203 NORTH COLLIER SERVICE CENTER 157 460 164 781 NORTH COLLIER SERVICE CENTER 8,022 7,247 6,159 21,428 TIGERTAIL 64 282 180 526 TAX COLLECTOR 3,616 3,868 3,564 11,048 VTCP 891 1,747 757 3,395 VTCP 4,769 6,218 5,096 16,083 VYCP 21 82 26 129 VYCP 1,405 2,227 1,738 5,370 TOTAL 1,961 4,737 _ 1,924 8,622 TOTAL 31,030 38,909 31,469 101,408 257 Beach Users FY13 - Q1 Q2 Q3 Q4 FY13 YE BAREFOOT ACCESS 10,568 21,233 18,278 10,810 60,889 BAREFOOT PRESERVE 43,684 101,798 69,643 41,718 256,843 CLAM PASS 23,546 53,964 45,962 27,638 151,110 CONNER PARK 1,801 6,096 3,992 2,265 14,154 N GULF SHORE 4,373 6,516 8,203 5,808 24,900 SO MARCO 14,141 21,929 16,972 16,848 69,890 SUGDEN 5,343 7,363 6,415 5,069 24,190 TIGERTAIL 18,422 44,274 22,495 19,595 104,786 VANDERBILT 56,623 88,960 84,430 56,750 286,763 Walkers/Bike Visitors 8,589 23,483 10,965 4,839 47,876 TOTAL BEACH USERS 187,090 375,616 287,355 191,340 1,041,401 Beach Users FY14 Q1 Q2 Q3 Q4 FY14 YE BAREFOOT ACCESS 15,057 23,138 20,491 12,184 70,870 BAREFOOT PRESERVE 50,959 113,789 81,488 47,188 293,424 CLAM PASS 30,229 62,892 47,392 30,981 171,494 CONNER PARK 2,851 30,089 5,390 3,175 41,505 FREEDOM PARK 3,534 2,968 3,375 1,477 11,354 N GULF SHORE 14,591 22,022 20,717 15,139 72,469 SO MARCO 5,148 7,358 9,624 6,249 28,379 SUGDEN 7,046 7,706 6,129 5,138 26,019 TIGERTAIL 24,583 54,266 34,709 20,488 134,046 VANDERBILT 64,175 99,980 96,005 63,833 323,993 Walkers/Bike Visitors 8,770 21,672 11,973 5,571 47,986 TOTAL BEACH USERS 226,943 445,880 337,293 211,423 1,221,539 Beach Users FY15 Q1 Q2 Q3 Q4 FY14 YE BAREFOOT ACCESS 16,829 26,150 23,446 66,425 BAREFOOT PRESERVE 60,538 126,914 92,678 280,130 CLAM PASS 34,442 63,677 43,778 141,897 CONNER PARK 3,280 7,793 8,564 19,637 FREEDOM PARK 2,415 3,653 2,080 8,148 N GULF SHORE 15,270 22,584 21,842 59,696 SO MARCO 5,657 6,168 8,774 20,599 SUGDEN 5,796 8,764 5,568 20,128 TIGERTAIL 25,936 58,837 39,751 124,524 VANDERBILT 71,191 109,226 99,503 279,920 Walkers/Bike Visitors 10,482 25,459 12,045 47,986 TOTAL BEACH USERS 251,836 459,225 358,029 1,069,090 258 Boat Launch Users FY13 Q1 Q2 03 Q4 FY13 YE Ann Olesky/LAKE TRAFFORD 1,032 1,829 1,313 1,627 5,801 BAYVIEW 5,217 6,802 9,477 9,206 30,702 CAXAMBAS 9,069 16,802 13,599 10,690 50,160 COCO 6,346 7,822 8,602 6,249 29,019 GOODLAND BOAT PARK 1,874 3,547 3,127 2,114 10,662 PORT OF THE ISLANDS 2,545 - - - 2,545 SR 951 3,383 5,647 7,132 5,577 21,739 TOTAL BOAT LAUNCH 29,466 42,449 43,250 35,463 150,628 Boat Launch Users FY14 Q1 Q2 Q3 Q4 FY14 YE Ann Olesky/LAKE TRAFFORD 1,747 1,752 1,287 1,523 6,309 BAYVIEW 10,313 10,176 10,459 11,213 42,161 CAXAMBAS 9,715 16,319 13,600 9,595 49,229 COCO 5,841 5,715 10,047 7,059 28,662 GOODLAND BOAT PARK 3,083 5,045 3,355 2,078 13,561 SR 951 4,496 5,889 7,178 5,148 22,711 TOTAL BOAT LAUNCH 35,195 44,896 45,926 36,616 162,633 Boat Launch Users FY15 01 Q2 Q3 Q4 FY14 YE Ann Olesky/LAKE TRAFFORD 1,152 2,064 1,540 4,756 BAYVIEW 6,984 10,697 12,668 30,349 CAXAMBAS 6,329 16,116 17,383 39,828 COCO 4,592 5,407 8,289 18,288 GOODLAND BOAT PARK 2,991 5,574 4,310 12,875 SR 951 3,513 5,782 9,072 18,367 PORT OF THE ISLANDS 3,545 6,358 4,052 13,955 TOTAL BOAT LAUNCH 29,106 51,998 57,314 138,418 259 Ranger Information FY13 01 Q2 Q3 Q4 FY13 YE PARK SITES VISITED 6,033 7,061 7,156 7,132 27,382 PERSONAL CONTACTS 15,946 24,714 21,169 18,036 79,865 INTERPRETIVE PROJECTS 21 44 46 24 135 INTERPRETIVE PARTICIPANTS 202 558 992 742 2,494 VERBAL WARNINGS 1,815 2,469 2,225 1,678 8,187 WRITTEN WARNINGS 129 199 144 100 572 PARKING CITATIONS 377 514 549 425 1,865 ORIDNANCE CITATIONS 1 1 - 2 4 TRESPASS WARNINGS 4 2 8 - 14 COURT APPEARANCES 4 4 2 4 14 RANGER BIKE HOURS 22 44 9 12 87 EXOTIC REMOVAL - - - 2 2 WILDLIFE RESCUES 9 9 1 6 25 Ranger Information FY14 Q1 Q2 03 Q4 FY14 YE PARK SITES VISITED 6,998 6,477 6,796 6,944 27,215 PERSONAL CONTACTS 20,037 24,088 24,055 20,325 88,505 INTERPRETIVE PROJECTS 14 42 36 21 113 INTERPRETIVE PARTICIPANTS 1,846 708 1,154 665 4,373 VERBAL WARNINGS 1,728 2,127 2,703 1,882 8,440 WRITTEN WARNINGS 199 194 201 289 883 PARKING CITATIONS 476 430 560 237 1,703 ORIDNANCE CITATIONS 1 5 - 2 8 TRESPASS WARNINGS 3 2 1 4 10 COURT APPEARANCES 2 4 2 - 8 RANGER BIKE HOURS 18 7 29 39 93 EXOTIC REMOVAL 43 - - - 43 WILDLIFE RESCUES 10 9 8 14 41 Ranger Information FY15 Q1 Q2 Q3 04 FY14 YE PARK SITES VISITED 6,409 6,645 6,852 19,906 PERSONAL CONTACTS 19,778 27,896 23,080 70,754 INTERPRETIVE PROJECTS 11 46 33 90 INTERPRETIVE PARTICIPANTS 340 685 420 1,445 VERBAL WARNINGS 1,636 2,109 2,296 6,041 WRITTEN WARNINGS 277 178 179 634 PARKING CITATIONS 275 379 462 1,116 ORIDNANCE CITATIONS - _ 2 - 2 TRESPASS WARNINGS - 3 3 6 COURT APPEARANCES - 3 4 7 RANGER BIKE HOURS 22 13 12 46 EXOTIC REMOVAL - - - - WILDLIFE RESCUES 10 2 6 18 260 Turnarounds FY13 Q1 Q2 Q3 Q4 FY13 YE BAREFOOT BCH PRESERVE 1,987 4,295 2,031 1,350 9,663 CLAM PASS PARK 850 3,549 1,885 550 6,834 TIGERTAIL BEACH 470 3,065 838 685 5,058 VANDERBILT BEACH 803 879 1,062 738 3,482 TOTAL TURNAROUNDS 4,110 11,788 5,816 3,323 25,037 Turnarounds FY14 Q1 Q2 Q3 Q4 FY14 YE BAREFOOT BCH PRESERVE 1,901 3,883 1,893 1,361 9,038 CLAM PASS PARK 456 3,066 1,549 721 5,792 TIGERTAIL BEACH 724 1,399 868 505 3,496 VANDERBILT BEACH 761 730 675 570 2,736 TOTAL TURNAROUNDS 3,842 9,078 4,985 3,157 21,062 Turnarounds FY15 01 Q2 Q3 Q4 FY14 YE BAREFOOT BCH PRESERVE 1,881 4,242 2,116 8,239 CLAM PASS PARK 1,085 2,801 1,325 5,211 TIGERTAIL BEACH 698 1,388 2,071 4,157 VANDERBILT BEACH 667 757 430 1,854 TOTAL TURNAROUNDS 4,331 9,188 5,942 19,461 261 Days at Capacity FY 15 01 Q2 Q3 Q4 FY15 YE BAREFOOT ACCESS 45 0 45 BAREFOOT PRESERVE 44 0 44 CLAM PASS 38 0 38 CONNER PARK 24 0 24 FREEDOM PARK 0 0 0 SO MARCO 38 0 38 N GULF SHORE 41 0 41 SUGDEN 0 0 0 TIGERTAIL 28 0 28 VANDERBILT 44 0 44 TOTAL DAYS AT CAPACITY 302 0 302 *started recording data in April 2015 262 PARK VISITORS 2013 FY13Q1 FY13Q2 FY13Q3 FY13Q4 FY13YE ELCP 54,154 37,529 25,879 60,334 177,895 ENCP 34,097 71,681 37,493 33,919 177,190 Freedom Park 5,157 9,529 5,072 2,715 22,473 GGCC 16,111 18,775 24,694 17,743 77,323 GGCP 60,317 73,099 67,870 61,630 262,915 IMCP 18,249 21,199 16,686 16,465 72,599 IMSC 32,344 44,534 63,682 68,205 208,765 MHCP 19,946 29,398 30,612 18,612 98,568 NCRP 83,007 82,893 86,699 87,576 340,175 VTCP 68,993 76,913 65,170 53,738 264,814 VYCP 35,923 24,346 22,798 10,783 93,850 TOTAL PARK VISITORS 428,298 489,895 446,653 431,720 1,796,566 PARK VISITORS 2014 FY14Q1 FY14Q2 FY14Q3 FY14Q4 FY14YE ELCP 30,178 43,162 27,809 74,789 175,937 ENCP 59,772 34,502 39,062 35,218 168,554 GGCC 19,934 39,490 27,818 24,266 111,509 GGCP 49,267 50,033 66,706 63,461 229,466 IMCP 16,467 17,194 20,121 20,373 74,155 IMSC 32,414 25,266 34,848 35,153 127,681 MHCP 24,792 22,718 20,472 16,850 84,833 NCRP 91,679 96,556 121,003 110,319 419,557 VTCP 66,324 76,913 65,170 62,371 270,778 VYCP 26,610 24,019 23,189 24,182 98,000 TOTAL PARK VISITORS 417,437 429,853 446,198 466,983 1,760,470 PARK VISITORS 2015 FY15Q1 FY15Q2 FY15Q3 FY15Q4 FY15YE ELCP 132,312 46,306 26,198 204,816 ENCP 48,785 125,930 65,918 240,634 GGCC 22,289 20,875 33,048 76,212 GGCP 59,242 67,339 78,127 204,708 IMCP 26,096 28,552 32,719 87,367 IMSC 46,710 41,564 46,608 134,882 IMSP 7,849 8,742 10,392 26,983 MHCP 23,030 20,443 21,456 64,930 NCRP 91,563 85,619 107,576 284,758 VTCP 63,307 59,350 66,638 189,295 VYCP 26,830 20,714 20,230 67,774 TOTAL PARK VISITORS 548,013 525,435 508,911 1,582,359 263 FEE-BASED FACILITY RENTALS 2013 FY13 Q1 FY13Q2 FY13Q3 FY13Q4 FY13YE Aaron Lutz 0 0 0 0 0 Barefoot Beach 10 5 13 7 35 Bayview Park 0 0 0 0 0 Caxambas Park 0 0 0 0 0 Clam Pass 5 4 5 2 16 Cocohatchee River Park 9 11 7 7 34 Corkscrew Middle&Elem School 231 203 178 95 707 Cypress Palm Middle School 0 0 0 0 0 Eagle Lakes Community Park 95 119 39 115 368 East Naples Community Park 121 127 175 55 478 East Naples Middle School 0 0 0 0 0 Freedom Park 0 0 0 3 3 Golden Gate Aquatic and Fitness 71 86 116 76 349 Golden Gate Community Center 329 320 241 243 1,133 Golden Gate Communuity Park 119 281 306 36 742 • Golden Gate Middle School 0 0 0 0 0 Goodland Boat Park 0 0 0 0 0 Gulf Coast Community Park 0 0 0 0 0 Gulf Coast High School 0 0 0 0 0 Immokalee Airport Park 53 11 13 9 86 Immokalee Community Park 218 190 160 84 652 Immokalee High School 0 0 0 0 0 Immokalee South Park 0 0 0 0 0 Immokalee Sports Complex 77 112 _ 119 41 349 Max Hasse Community Park 185 213 198 69 665 NCRP Admin 30 14 8 2 54 NCRP Aquatic 0 0 30 4 34 NCRP Exhibit Hall 31 50 53 25 159 NCRP Pavilions 37 33 34 15 119 NCRP Rec Plex 20 15 4 8 47 NCRP Soccer 0 117 88 68 273 NCRP Softball Pavilions 0 4 0 0 4 NCRP Softball 0 14 7 34 55 North Gulf Shore Access 1 0 0 0 1 Osceola Elementary School 111 106 30 0 247 Palmetto Elementary 68 64 44 30 206 Pelican Bay Community Park 5 31 10 3 49 Sabal Palm Elementary 60 102 51 121 334 South Marco Beach Access 2 0 1 2 5 Starcher Pettey 65 48 38 0 151 Sugden Regional Park 58 108 81 43 290 Tigertail 2 0 0 0 2 Tony Rosbourgh 0 26 46 0 72 Vanderbilt Beach 3 8 0 0 11 Veterans Community Park 694 857 483 194 2,228 Vineyards Community Park 1,669 937 1405 302 4,313 Total Facility Rentals 4,379 4,216 3,983 1,693 14,271 *increase in numbers is due to a change in how data is captured 264 — FEE-BASED FACILITY RENTALS 2014 FY 14 Q1 FY 14 Q2 FY 14 Q3 FY 14 Q4 FY 14 YE Aaron Lutz 0 0 0 0 0 Barefoot Beach 5 3 8 8 24 Bayview Park 0 0 0 0 0 Caxambas Park 0 0 0 0 0 Clam Pass 12 1. 10 1 24 Cocohatchee River Park 2 9 6 1 18 Corkscrew Middle&Elem School 192 108 199 118 617 Cypress Palm Middle School 0 0 0 0 0 Eagle Lakes Community Park 32 24 24 109 ,189 East Naples Community Park 202 134 165 72 573 East Naples Middle School 0 0 0 0 0 Freedom Park 0 1 0 0 1 Golden Gate Aquatic and Fitness 66 79 101 71 317 Golden Gate Community Center 325 376 391 295 1,387 Golden Gate Communuity Park 102 329 293 58 782 Golden Gate Middle School 0 0 0 0 0 Goodland Boat Park 0 0 0 0 0 Gulf Coast Community Park 0 0 0 0 0 Gulf Coast High School 0 0 0 0 0 Immokalee Airport Park 24 18 14 8 64 Immokalee Community Park 100 164 173 75 512 Immokalee High School 0 0 0 0 0 Immokalee South Park 0 4 40 30 74 -- Immokalee Sports Complex 133 64 59 199 455 Max Hasse Community Park 183 122 91 35 431 NCR?Admin 16 48 20 3 87 NCR?Aquatic 12 1 31 6 50 NCR?Exhibit Hall 20 98 98 100 316 NCR?Pavilions 25 44 26 21 116 NCR?Rec Plex 11 9 2 5 27 NCRP Soccer 107 192 195 76 570 NCR?Soccer Pavilions 0 3 1 2 6 NCRP Softball 9 3 66 36 114 North Gulf Shore Access 0 2 0 0 2 Osceola Elementary School 14 100 167 32 313 Palmetto Elementary 59 36 47 31 173 Pelican Bay Community Park 8 31 3 2 44 Pepper Ranch 0 33 7 0 40 Sabal Palm Elementary 291 230 258 131 910 South Marco Beach Access 2 2 2 3 9 Starcher Pettey 0 59 31 0 90 Sugden Regional Park 78 106 87 43 314 Tigertail 2 1 0 0 3 Tony Rosbourgh 0 0 0 1 1 Vanderbilt Beach 0 7 4 0 11 Veterans Community Park 446 569 428 228 1,671 Veterans Memorial 0 41 89 7 137 Vineyards Community Park 1,472 683 1078 277 3,510 Total Facility Rentals 3,950 3,734 4,214 2,084 13,982 , 265 FEE-BASED FACILITY RENTALS 2015 FY15Q1 FY15Q2 FY15Q3 FY15Q4 FY 15 YE Aaron Lutz 0 _ 0 0 0 Barefoot Beach 8 3 4 15 Bayview Park 0 0 0 0 Caxambas Park 0 0 0 0 Clam Pass 3 5 1 9 Cocohatchee River Park 2 4 5 11 Corkscrew Middle&Elem School 225 222 187 634 Cypress Palm Middle School 0 0 0 0 Eagle Lakes Community Park 123 51 _ 221 395 East Naples Community Park 79 223 146 _ 448 East Naples Middle School 0 0 16 16 Freedom Park 1 12 3 16 Golden Gate Aquatic and Fitness 70 75 108 253 Golden Gate Community Center 341 312 255 908 Golden Gate Communuity Park 223 223 152 598 Golden Gate Middle School 0 0 0 0 Goodland Boat Park 0 0 0 0 Gulf Coast Community Park 0 0 0 0 Gulf Coast High School 0 0 0 0 Immokalee Airport Park 35 15 10 60 Immokalee Community Park 171 124 179 474 Immokalee High School 0 0 0 0 Immokalee South Park 51 58 34 143 Immokalee Sports Complex 96 171 111 378 Margood Harbor Park 2 0 0 2 Max Hasse Community Park 96 118 99 313 NCRP Admin 28 41 31 100 NCRP Aquatic 0 2 36 38 NCRP Exhibit Hall 113 127 105 345 NCRP Pavilions 24 43 24 91 NCRP Rec Plex 22 12 7 41 NCRP Soccer 38 2 51 91 NCRP Soccer Pavilions 1 3 0 4 NCRP Softball 27 2 17 46 North Gulf Shore Access 1 1 0 2 Osceola Elementary School 112 130 64 306 Palmetto Elementary 54 60 45 159 Pelican Bay Community Park 6 33 8 47 Pepper Ranch 0 40 2 42 Saba!Palm Elementary 258 295 250 803 South Marco Beach Access 2 2 8 12 Starcher Pettey 0 67 47 114 Sugden Regional Park 94 92 94 280 Tigertail 2 0 0 2 Tony Rosbourgh 0 0 0 0 Vanderbilt Beach 3 8 2 13 Veterans Community Park 445 502 407 1,354 Veterans Memorial 59 76 72 207 Vineyards Community Park 1,886 1,410 1388 4,684 Total Facility Rentals 4,701 4,564 4,189 13,454 266 Field Usage Hours FY13 Site FY 13 Q1 FY 13 Q2 FY 13 Q3 FY 13 Q4 FY13 YE Corkscrew Elementary/Middle School 1,728 1,847 1,046 631 5,252 Eagle Lakes Community Park 1,217 1,020 558 1,075 3,870 East Naples Community Park 522 501 880 431 2,334 Eden Elementary School 140 142 200 111 593 Golden Gate Community Park 660 1,290 1,590 555 4,095 Cindy Mysels Community Park(Gulf Coast) 490 802 696 100 2,088 Immokalee Community Park 0 613 367 106 1,085 Immokalee Sports Complex 1,046 829 144 664 2,683 Max Hasse Community Park 753 352 416 203 1,724 Naples Park Field (Starcher Petty) 272 352 416 45 1,085 North Collier Regional Park-Soccer 1,810 1,847 1,692 1,204 6,552 North Collier Regional Park-Softball 914 1,028 638 846 3,426 Osceola Elementary School 636 461 529 71 1,697 Palmetto Elementary School 260 260 180 212 912 Sabal Palm Elementary School 520 1,426 811 848 3,604 Tony Rosbough 448 379 128 242 1,197 Veterans CP 1,309 2,289 2,275 656 6,529 Veterans Memorial 220 396 269 120 1,005 Vineyards CP 5,580 3,054 4,070 125 12,828 Totals 18,524 18,888 16,903 8,243 62,558 *increase in numbers is due to a change in how data is captured Field Usage Hours FY14 Site FY14 Q1 FY14 Q2 FY14 Q3 FY14 Q4 FY14 YE Corkscrew Elementary/Middle School 1,317 861 590 797 3,563 Eagle Lakes Community Park 676 1,131 900 1,118 3,825 East Naples Community Park 1,092 221 835 768 2,916 Eden Elementary School 491 43 36 37 606 Golden Gate Community Park 1,194 1,835 1,785 650 5,464 Cindy Mysels Community Park(Gulf Coast) 300 780 680 388 2,148 Immokalee Community Park 198 693 592 125 1,607 Immokalee Sports Complex 824 732 18 349 1,923 Max Hasse Community Park 198 186 152 16 552 Naples Park Field (Starcher Petty) 430 464 338 42 1,274 North Collier Regional Park-Soccer 1,112 1,802 2,084 1,038 6,035 North Collier Regional Park-Softball 1,254 769 1,759 831 4,613 Osceola Elementary School 402 464 564 142 1,572 Palmetto Elementary School 472 204 188 240 1,104 Sabal Palm Elementary School 2,002 955 1,324 _ 967 5,247 Tony Rosbough 369 730 124 89 1,312 Veterans CP 1,580 1,764 1,567 760 5,670 Veterans Memorial 805 183 387 48 1,423 Vineyards CP 5,718 1,957 3,598 189 11,462 Totals 20,433 15,772 17,518 8,591 62,314 267 Field Usage Hours FY15 - Site FY15 Q1 FY15 Q2 FY15 Q3 FY15 Q4 FY15 YE Corkscrew Elementary/Middle School 1,541 1,510 1,282 4,332 Eagle Lakes Communit Park 1,367 425 619 2,411 East Naples Communit Park 344 805 755 1,904 Eden Elementary School 63 78 105 246 Golden Gate Community Park 1,520 1,806 1,730 5,056 Cind M sels Communit Park Gulf Coast 457 660 540 1,657 Immokalee Communit Park 181 339 659 1,178 Immokalee Ssorts Comglex 380 471 152 1,003 Max Hasse Community Park 191 456 360 1,007 Naples Park Field (Starcher Petty) 109 279 223 611 North Collier Regional Park-Soccer 898 1,510 1,593 4,000 North Collier Regional Park-Softball 1,168 669 1,094 2,931 Osceola Elementary School 380 379 378 1,137 Palmetto Elementary School 432 145 285 862 Sabal Palm Elementary School 1,843 1,998 1,604 5,444 Tony Rosbough 381 588 395 1,364 Veterans CP 1,426 1,609 2,016 5,050 Veterans Memorial 262 328 350 940 Vineyards CP 5,683 4,093 4,288 14,064 Totals 18,622 18,146 18,426 55,194 268 MEMBERSHIPS SOLD FY 2013 FY13Q1 FY13Q2 FY13Q3 FY13Q4 FY13YE ENCP (Velocity) 49 61 28 82 220 Golden Gate Aquatic and Fitness 322 493 353 306 1,474 GGCC(Wheels) 110 162 85 71 428 Immokalee Sports Complex 640 845 943 905 3,333 Max Hasse Community Park 38 125 80 82 325 NCRP Aquatic(Sun-N-Fun) 10 60 356 131 557 NCRP Rec Plex 599 805 660 551 2,615 Total Memberships Sold 1,768 2,551 2,505 2,128 8,952 MEMBERSHIPS SOLD FY 2014 FY14Q1 FY14Q2 FY14Q3 FY14Q4 FY14YE ENCP(Velocity) 18 58 51 42 169 Golden Gate Aquatic and Fitness 321 542 376 260 1,499 GGCC(Wheels) 102 141 78 61 382 Immokalee Sports Complex 674 979 881 737 3,271 Max Hasse Community Park 79 78 81 91 329 NCRP Aquatic(Sun-N-Fun) 15 90 368 116 589 NCRP Rec Plex 524 811 578 379 2,292 I Total Memberships Sold 1,733 2,699 2,413 1,686 8,531 MEMBERSHIPS SOLD FY 2015 FY 15 Q1 FY 15 Q2 FY 15 Q3 FY 15 Q4 FY 15 YE ELCP 119 119 ENCP(Pickleball) 84 162 27 273 ENCP(Velocity) 29 69 42 140 GGCP(Aquatic and Fitness) 464 964 550 1,978 GGCC(Wheels) 50 111 83 244 IMSC 553 740 811 2,104 MHCP 125 131 138 394 NCRP Aquatic(Sun-N-Fun) 16 150 334 500 NCRP Rec Plex 1,092 1,253 763 3,108 VTCP(Pickleball) 80 53 11 144 Total Memberships Sold 2,493 3,633 2,878 9,004 *Pickleball added in FY15 269 FEE-BASED PROGRAM REGISTRATIONS 2013 FY13Q1 FY13Q2 FY13Q3 FY13Q4 FY13YE — Afterschool 120 227 33 347 727 Aquatic 17 107 599 208 931 Arts/Music 64 73 30 49 216 Athletic Teams 11 23 40 44 118 Camps 266 300 2,950 477 3,993 Dance 93 149 153 79 474 Educational 23 71 197 45 336 Extreme Sports 11 14 6 6 37 Fitness 61 38 15 19 133 Homeschool 50 107 22 47 226 Leagues 291 681 60 0 1,032 Nature/Science 0 0 0 42 42 Preschool 64 73 63 100 300 Social 0 5 0 0 5 Special Events 277 414 211 352 1,254 Sports 0 0 32 0 32 Therapeutic Rec 1,035 702 662 1,078 3,477 Water Sports 79 67 94 31 271 Total by Type 2,462 3,051 5,167 2,924 13,604 FEE-BASED PROGRAM REGISTRATIONS 2014 FY14Q1 FY14Q2 FY14Q3 FY14Q4 FY14YE Afterschool 85 316 25 345 771 Aquatic 13 167 633 254 1,067 Arts/Music 46 63 16 35 160 Athletic Teams 24 84 28 53 189 Camps 351 364 2,997 703 4,415 Dance 84 106 137 62 389 Educational 23 78 193 -1 293 Extreme Sports 17 -2 7 2 24 Fitness 17 12 30 15 74 Homeschool 33 36 15 6 90 Nature/Science 0 0 0 34 34 Preschool 51 115 49 94 309 Social 0 0 1 2 3 Special Events 418 421 285 350 1,474 Sports 17 23 29 5 74 Therapeutic Rec 1,218 1,200 696 1,081 4,195 Water Sports 58 63 62 25 208 Total by Type 2,455 3,046 5,203 3,065 13,769 270 FEE-BASED PROGRAM REGISTRATIONS 2015 FY15Q1 FY15Q2 FY15Q3 FY15Q4 FY15YE Afterschool 71 330 20 421 Aquatic 29 189 714 932 Arts/Music 53 88 37 178 Athletic Teams 61 159 53 273 Camps 393 401 2,968 3,762 Dance 96 125 126 347 Educational 10 89 218 317 Extreme Sports 1 3 25 29 Fitness 9 14 8 31 Homeschool 14 44 26 84 Nature/Science 2 5 1 8 Preschool 18 44 23 85 Social 120 0 0 120 Special Events 337 383 299 1,019 Sports 32 34 0 66 Therapeutic Rec 624 1,424 574 2,622 Water Sports 38 53 57 148 Total by Type 1,908 3,385 5,149 10,442 271 Program Drop In Numbers* by Brochure Section by Location FY13 Q1 FY13 Q2 FY13 Q3 FY13 Q4 FY13 YE FY13 Q1 FY13 Q2 FY13 Q3 FY13 Q4 FY13 YE Aquatic 964 1,083 2,184 2,742 6,973 ENCP 6,967 15,352 8,447 5,468 36,234 Art/Music 90 167 88 40 385 Freedom Park 620 459 136 0 1,215 Dance 581 1,682 209 71 2,543 GGAF 0 116 78 _ 68 262 Extreme Sports 161 0 0 0 161 GGCC 3,562 15,694 6,718 1,306 27,280 Fitness 7,392 12,574 10,831 7,186 37,983 IMCP 0 0 0 0 0 Nature/Science 20 88 0 0 108 IMSC 2,176 2,242 2,595 1,290 8,303 Social 4,254 7,286 5,106 5,082 21,728 MHCP 2,050 2,239 1,910 964 7,163 Special Events 5,417 16,191 7,067 160 28,835 NCRP-Aquatics 964 1,083 2,184 2,813 7,044 Sports 879 2,534 702 0 4,115 NCRP-Exhibit Hail 2,318 1,268 3,103 3,276 9,965 Water Sports 0 54 32 0 86 NCRP-Rec Plex 249 860 1,048 96 2,253 19,758 41,659 26,219 15,281 102,917 Sugden 0 0 0 0 0 VTCP 305 2,154 0 0 2,459 VYCP 547 192 0 0 739 19,758 41,659 26,219 15,281 102,917 FY14 Q1 FY14 Q2 FY14 Q3 I FY14 Q4 FY14 YE FY14 Q1 FY14 Q2 FY14 Q3 FY14 Q4 FY14 YE Afterschool 0 323 437 0 760 ENCP 6,250 8,845 5,461 7,397 27,953 Aquatic 1,199 1,393 1,674 1,587 5,853 GGAF 67 85 169 156 477 Art/Music 302 694 507 89 1,592 GGCC 2,655 2,508 1,949 1,287 8,399 Dance 20 652 88 0 760 IMCP 1,502 2,365 2,365 1,329 7,561 Extreme Sports 0 0 0 0 0 IMSC 1,985 1,035 937 1,315 5,272 Fitness 8,841 12,505 10,463 7,890 39,699 IMSP 0 323 437 0 760 Nature/Science 0 0 0 0 0 MHCP 1,541 535 941 453 3,470 Social 5,973 6,148 4,364 5,601 22,086 NCRP-Aquatics 1,199 1,393 1,674 1,587 5,853 Special Events 744 496 782 170 2,192 NCRP-Exhibit Hall 2,381 2,984 2,798 1,393 9,556 _ Sports 1,502 2,365 1,740 1,329 6,936 NCRP-Rec Plex 461 2,405 1,650 740 5,256 Water Sports 0 0 0 0 0 Sugden 0 0 0 0 0 18,581 24,576 20,055 16,666 79,878 VTCP 20 2,030 1,048 131 3,229 VYCP 520 68 626 361 1,575 18,581 24,576 20,055 _ 16,149 79,361 *tracking started FY13-includes free program and fitness class participants 0 Afterschool 0 0 0 0 ELCP 0 0 0 Aquatic 1,124 1,367 1,834 4,325 ENCP 6,358 17,747 9,753 33,858 Art/Music 329 78 0 407 GGAF 219 431 286 936 Dance 229 963 149 1,341 GGCC 1,487 1,074 1,060 3,621 Extreme Sports 0 0 0 0 Golden Gate Library 834 0 0 834 Fitness 10,232 17,207 9,567 37,006 IMCP 2,444 2,612 2,183 7,239 Nature/Science 0 0 0 0 IMSC 825 1,267 0 2,092 Rentals 0 0 125 125 IMSP 0 0 0 0 Social 5,021 5,390 2,847 13,258 MHCP 1,498 1,402 1,509 4,409 Special Events 260 150 0 410 NCRP-Aquatics 1,124 1,367 1,834 4,325 Sports 2,449 9,233 7,002 18,684 NCRP-Exhibit Hall 2,263 1,864 1,626 5,753 TR 256 341 0 597 NCRP-Rec Plex 1,598 4,657 2,777 9,032 Water Sports 0 0 0 0 Sugden 256 341 0 597 19,900 34,729 21,524 76,153 VTCP 801 1,299 79 2,179 VYCP 193 668 417 1,278 19,900 34,729 21,524 76,153 272 SUN-N-FUN LAGOON ADMISSIONS 2013 FY 13 Ql FY 13 Q2 FY13 Q3 FY 13 Q4 FY 13 YE _ Collier Residents over 48 inches 459 3,027 14,061 15,404 32,951 NCRP 3 Years and Under 127 730 3,190 3,175 7,222 NCRP Group Sales Over 48 Inches 80 344 2,484 3,731 6,639 NCRP Group Sales Under 48 Inches 0 26 367 612 1,005 NCRP Over 48 Inches 1,687 7,858 15,080 19,121 43,746 NCRP School Board Adult 0 0 40 0 40 NCRP Senior Admission 202 1,592 1,856 2,252 5,902 NCRP Tax Exempt Over 48 Inches 0 0 0 0 0 NCRP Tax Exempt Under 48 Inches 8 0 0 0 8 NCRP Under 48 Inches 192 944 3,166 3,313 7,615 Raincheck Redemption Over 48 Inches 0 42 756 2,631 3,429 Raincheck Redemption Under 48 Inches 0 2 41 166 209 School Lunch Program 0 0 129 232 361 Sun-N-Fun CCSO Events 0 0 800 200 1,000 Sun-n-Fun Private Lessons 49 5 73 56 183 Sun-n-Fun Rentals 0 0 5,850 2,551 8,401 Sun-n-Fun Swim Team 0 0 0 0 0 Sun-n-Fun Veterans Discount 24 25 201 218 468 Collier Camps 0 0 0 1,725 1,725 Drop Ins 964 516 1,745 2,813 6,038 Memberships Scans 20 218 556 539 1,333 Total Admissions 3,812 15,329 50,395 58,739 128,275 SUN-N-FUN LAGOON ADMISSIONS 2014 FY 14 01 FY 14 Q2 FY14 Q3 FY 14 Q4 FY 14 YE Collier Residents over 48 inches 675 3,868 14,363 15,627 34,533 NCRP 3 Years and Under 156 1,122 3,784 3,649 8,711 NCRP Group Sales Over 48 Inches 0 111 2,529 3,776 6,416 NCRP Group Sales Under 48 Inches 0 2 414 707 1,123 NCRP Over 48 Inches 2,238 8,645 17,305 19,737 47,925 NCRP School Board Adult 0 0 0 0 0 NCRP Senior Admission 273 1,729 2,310 2,249 6,561 NCRP Tax Exempt Over 48 Inches 0 0 0 0 0 NCRP Tax Exempt Under 48 Inches 0 0 0 0 0 NCRP Under 48 Inches 217 1,329 3,556 3,630 8,732 Raincheck Redemption Over 48 Inches 14 62 728 2,433 3,237 Raincheck Redemption Under 48 Inches 1 1 38 210 250 School Lunch Program 0 0 0 0 0 SNF Party Over 48 in 0 0 241 103 344 SNF Party Under 48 in 0 0 16 5 21 Sun-N-Fun CCSO Events 0 0 0 0 0 Sun-n-Fun Private Lessons 17 11 72 61 161 Sun-n-Fun Private Dive 0 0 0 13 13 Sun-n-Fun Rentals 61 0 8,150 3,741 11,952 SNF Special Event Free 0 0 0 462 462 SNF Promo Day Passes 0 0 0 29 29 Sun-n-Fun Swim Team 0 0 0 0 0 Sun-n-Fun Veterans Discount 13 43 306 542 904 Disabled Veterans Discount 0 0 0 8 8 Collier Camps 0 0 0 2,016 2,016 Drop Ins 1,199 1,323 1,674 1,587 5,783 Memberships Scans 37 137 385 211 770 Total Admissions 4,901 18,383 55,871 60,796 139,951 273 SUN-N-FUN LAGOON ADMISSIONS 2015 FY 15 Q1 FY 15 Q2 FY15 Q3 FY 15 Q4 FY 15 YE Disabled Veterans Discount 2 0 3 5 SNF 3 Years and Under 270 1,174 3,882 5,326 SNF CCSO Events 0 0 0 0 SNF Group Over 48 Inches 18 294 2,925 3,237 SNF Group Under 48 Inches 1 30 438 469 SNF Over 48 Inches 3,465 7,989 18,141 29,595 SNF Party Over 48 in 0 0 0 0 SNF Party Under 48 in 0 0 0 0 SNF Private Dive 5 0 0 5 SNF Private Lessons 36 14 44 94 SNF Promo Day Passes 4 47 183 234 SNF Raincheck Redeem Over 48 Inches 6 23 322 351 SNF Raincheck Redeem Under 48 Inches 0 5 27 32 SNF Rentals 0 1 13,759 13,760 SNF Resident Over 48 Inches 1,013 5,092 15,466 21,571 SNF School Board Adult 0 0 0 0 SNF School Lunch Program 0 0 0 0 SNF Senior Admission 387 1,571 2,353 4,311 SNF Special Event Free 273 0 687 960 SNF Swim Team 0 0 0 0 SNF Under 48 Inches 389 1,401 3,265 5,055 SNF Veterans Discount 65 123 477 665 Collier Camps 0 0 183 183 Drop Ins 1,124 1,367 1,805 4,296 Memberships Scans 2 42 274 318 Total Admissions 7,060 19,173 64,234 90,467 1 274 APPENDIX III CONTENTS: • COMPARISON OF THE POTABLE WATER & WASTEWATER TREATMENT CAPACITY EXPANSION MASTER PLAN AND THE AUIR • 2014 POTABLE WATER & WASTEWATER MASTER PLAN/CIP PLAN SUMMARY REPORT 275 CCWSD TREATMENT CAPACITY EXPANSION PLANNING AUIR and Master Plan Comparison The AUIR provides a useful approximation for short-term concurrency purposes; however, because historical operational peak demands and flows must be considered,a more accurate tool is needed to forecast long-range capacity requirements. Therefore,the PUD uses a master plan for long-range planning. The 2014 Water Master/CIP Plan utilizes 12-years of actual data to determine additional plant treatment plant capacity requirements as follows: Potable Water System Additional water plant treatment capacity will start to be needed in approximately 2028. Approximately 5.4 MGD will be required by buildout. Wastewater System Additional wastewater plant treatment capacity will start to be needed in approximately 2030. Approximately 4.9 MGD will be required by buildout. tsc/ 277 August 28,2015 _ Submitted to: Submitted by: ©a�� ,rr� Collier County AECOM /'7 Public Utilities Division 4415 Metro Parkway 3339 Tamiami Trail East Suite 404 Naples, FL 34112 Fort Myers, FL 33916 Dated: August 18, 2015 Collier County Water-Sewer District 1 1 2014 Water Wastewater, Irri ation Quality Water and Bulk Potable Water Master Plan/CIP Plan* Summary Report 4. • a 1/T i rt -i4 444 , x a f Y Vi '+ s :. x , a 4 . ' { f" 'a B - - � 1, v -. *Consistent with the Capital Improvement Program (CIP)contained in the Water, Wastewater, Irrigation Quality Water,and Bulk Potable Water User Rate Study approved by the Board of County Commissioners(Board)on June 10,2014,as Agenda Item 11C. A_COM August 2015 Table of Contents Acronyms 1 Introduction 1-1 1.1 Background 1-1 1.2 Previous Plans and Studies 1-1 1.3 Project Vision 1-2 1.4 The Stakeholders 1-2 1.5 Project Tasks and Approach 1-3 1.6 Project Goals and Objectives 1-4 2 Existing System and Operation 2-1 2.1 Potable Water System 2-1 2.1.1 Potable Water System Existing Facilities 2-1 2.1.2 PW System Historical Water Production 2-4 2.2 Wastewater System 2-9 2.2.1 Wastewater System Existing Facilities 2-9 2.2.2 Historical Wastewater Flows 2-14 2.3 IQ Water System 2-15 2.3.1 IQ Water System Facilities 2-15 2.3.2 Existing IQ Water Demand 2-17 3 Projected Demands/Flows &Gap Analysis 3-1 3.1 Potable Water System 3-2 3.1.1 Population Projections 3-2 3.1.2 Projected Demands 3-2 3.1.3 Gap Analysis 3-3 3.2 Wastewater System 3-6 3.2.1 Population Projections 3-6 Collier County Master Plan TOC-i AZCOM August 2015 3.2.2 Projected Flows 3-6 3.2.3 Gap Analysis 3-7 3.3 IQ WATER SYSTEM 3-8 3.3.1 Future IQ Water Availability 3-8 3.4 Potential CCWSD Boundary Expansion 3-9 4 Identifying Recommended Capital Improvements 4-1 4.1 Level of Service Standards(LOSS) 4-1 4.2 Guiding Principles 4-1 4.3 Water Quality and Treatment 4-5 4.4 Hydraulic Modeling Tools 4-6 4.4.1 Potable Water System Hydraulic Modeling 4-6 4.4.2 Wastewater System Hydraulic Modeling 4-8 4.4.3 IQ Water System Hydraulic Modeling 4-11 4.5 Recommended Improvements for Growth 4-11 4.5.1 Potable Water System 4-11 4.5.2 Wastewater System 4-11 4-13 4.5.3 IQ Water System 4-17 4.6 Recommended Repair and/or Rehabilitation (R&R) Improvements 4-17 4.6.1 Public Utilities Planning and Project Management R&R Improvements 4-17 4.6.2 IQ Water System 4-17 4.7 Strategy for Northeast Service Area 4-17 5 Prioritization of Projects & Recommended CIP 5-1 5.1 Level of Compliance Rating System 5-1 5.2 Capital Asset Prioritization System (CAPS) 5-2 5.2.1 Linear Assets 5-2 5.2.2 Vertical Assets 5-5 5.2.3 Enterprise Asset Management 5-5 Collier County Master Plan TOC-ii ACOM August 2015 5.3 Recommended CIP 5-6 5.4 Costs for Various Levels of Compliance 5-6 5.5 Impact of Rate Structure 5-7 References Appendix A. Fiscal Year 2015-2034 Capital Improvement Plan Appendix B. Public Utilities Master Plan Conclusions Collier County Master Plan TOC-iii List of Acronyms Acronym Definition Acronym Definition AADD Annual Average Daily Demand MDD Maximum Daily Demand AADF Annual Average Daily Flow MG Million Gallons ASR Aquifer Storage and Recovery MGD Million Gallons per Day AUIR Annual Update and Inventory Report mg/L Milligrams per Liter BEBR Bureau of Economics and Business Research MLE Modified Ludzack-Ettinger BCC Board of County Commissioners Maximum Month Daily Flow(Equivalent to MMDF CCWSD Collier County Water-Sewer District MMADF) CCPUD Collier County Public Utilities Department MMADF Maximum Month Average Daily Flow Community Development&Environmental MS Membrane Softening CDES Services M3DF Maximum 3-Day Daily Flow CIP Capital Improvement Plan M3DD Maximum 3-Day Demand CMOM Capacity,Management,Operation&Maintenance NCRWTP North County Regional Water Treatment Plant CUP Consumptive Use Permit NCWRF North County Reclamation Facility DIW Deep Injection Wells NERWTP Northeast Regional Water Treatment Plant ERP Environmental Resource Permit NEWRF Northeast Water Reclamation Facility FAC Florida Administrative Code NF Nanofiltration FGUA Florida Government Utility Authority OTUC Orange Tree Utility Company FDEP Florida Department of Environmental Protection OTWTP Orange Tree Water Treatment Plant FY Fiscal Year O&M Operations and Maintenance GIS Geographic Information System PUMP Public Utilities Master Plan gpcd Gallons per Capita per Day PUD Planned Unit Development GPD Gallons per Day RIDS Regional Irrigation Distribution System Hp Horsepower RO Reverse Osmosis HPRO High Pressure Reverse Osmosis SCADA Supervisory Control and Data Acquisition HZ1 Hawthorn Zone 1 SCRWTP South County Regional Water Treatment Plant IE Ion Exchange SCWRF South County Water Reclamation Facility I/I Inflow and Infiltration SDP Site Development Plan IQ Irrigation Quality SERWTP Southeast Regional Water Treatment LH Lower Hawthorne SEWRF Southeast Water Reclamation Facility LOSS Level of Service Standard SFWMD South Florida Water Management District LPRO Low Pressure Reverse Osmosis TAZ Traffic Analysis Zone IS Lime Softening TDS Total Dissolved Solids LT Lower Tamiami Aquifer TM Technical Memorandum MMADD Maximum Month Average Daily Demand UIC Underground Injection Control Maximum Month Daily Demand(Equivalent to USEPA United States Environmental Protection Agency MMDD MMADD) VFD Variable Frequency Drive Collier County Public Utilities Master Plan i Acronym Definition Acronym 'Definition WRF Water Reclamation Facilities WUP Water Use Permit WT Water Table WWTP Wastewater Treatment Plant WTP Water Treatment Plant Collier County Public Utilities Master Plan 2 • Developing the Plan This Section provides an overview of the project goals and objectives including a brief description on the project background and a summary of project approach. ACOM August 2015 Introduction Ofr 4 .-..--- .. . - , - ,r,--, -- E ry `- i.. =_, -C. 4 ' , . x4' x The Collier County Water-Sewer District 2014 Water, Wastewater, Irrigation Quality Water, and Bulk Potable Water Master Plan (Master Plan) provides direction for near and long term infrastructure management strategies supported by technical evaluations and capital improvement programs that are focused on meeting the future customer demands with best value solutions and fully leveraged assets. •—•N 1.1 Background 1.2 Previous Plans and Studies The Collier County Water-Sewer District (CCWSD) The initial Water Master Plan for CCWSD was owns and operates a potable water supply, treatment completed in 1980. Updates to the initial plan were and distribution system; a wastewater collection, completed in 1985, 1986, 1996, 2001, 2002, 2003, conveyance and treatment system; and an irrigation 2005, and 2008. Similarly, a "201 Facilities Plan" for quality water supply and distribution system to provide the CCWSD's wastewater system was completed in potable water and wastewater services to a seasonally 1978. Updates to the initial facilities plan were adjusted population of over 200,000 in unincorporated completed as master plans for wastewater facilities in areas of Collier County. The Collier County Water and 1986, 1996, 1997, 2001,2002, 2003, 2005, and 2008. Wastewater Departments are responsible for operation and maintenance of the potable water, wastewater, In the preparation of this Master Plan, the results and and irrigation quality water systems.The Collier County findings from several other past and ongoing reports Planning and Project Management Department have been considered and incorporated. A complete (PPMD) is responsible for planning and management summary of previous plans and studies is included in of capital improvements and replacement and the references section at the end of this report. The rehabilitation (R&R) projects. The CCWSD has key studies and reports that provided an insight to this retained AECOM Technical Services, Inc. (AECOM)for Master Plan include the following: development of a Master Plan. 6 CCWSD's 2008 Water and Wastewater Master Plan Updates, Collier County Master Plan 1.1 A,rCOM August 2015 * 10-Year Water Supply Facilities Work Plan Update, customer demands with best value solutions and fully x CCWSD's 2013 and 2014 Annual Update leveraged assets." It is the intent of this Master Plan to Inventory Reports (AUIRs) for the potable water meet the future demands of the CCWSD with and wastewater systems, enhanced supply and optimized capacity using • South Florida Water Management District advanced and proven best value technology. The (SFWMD) 2012 Lower West Coast Water Supply CCWSD also wishes to develop and maintain a Plan (LWCWSP) Update. comprehensive Master Plan, including a Capital Improvement Program (CIP) with prioritized SOUlX (I11P0. wFIl0. ANALI.MINI Dlilpi(1 rehabilitation and restoration (R&R), using asset management, GIS-based hydraulic modeling, and advanced coordination efforts with inter-divisional staff and assets. I P = 1.4 The Stakeholders ,' The Master Plan considers the viewpoints of multiple stakeholders. Each of the stakeholder groups involved in and/or impacted by the development of this Master : € Plan include: ` Collier County BCC — The Collier County BCC, ex- .—. LOWER WEST COAST officio the governing board of the CCWSD, is v,,,A1 f h`il IPP1 YPtAN1P ATE comprised of five elected officials who have final �; approval and legislative authority over the CCWSD management and operations. Pte,,,,, ,, Collier County Water-Sewer District Customers — The CCWSD mission is to deliver best value, high Although these previous studies provided guidance on quality, sustainable services that meet CCWSD development of the CCWSD's water and wastewater customers' expectations. systems, they were done independently of each other. A Master Plan is needed to address the multiple CCWSD Working Group — The CCWSD working objectives of the CCWSD's water and sewer system group is comprised of key staff actively involved in management and to serve as a framework for regular progress meetings and review of project planning. deliverables. The individuals assigned to the working group are identified in the Project Management Plan. 1.3 Project Vision Project Team — The project team is comprised of The CCWSD's vision for this project is to "provide to AECOM staff members assigned to this project, the County Manager and Board of County identified in the Project Management Plan. The project Commissioners (BCC) a comprehensive Master Plan team members are responsible for the preparation of that provides direction for near and long term project deliverables. ..- infrastructure management strategies supported by technical evaluations and capital improvement Regulatory Agencies —The regulatory agencies that programs that are focused on meeting the future impact the development of the Master Plan include: Collier County Master Plan 1-2 A_COM August2015 • Florida Department of Environmental • Project management(Task 1) Protection (FDEP) — The FDEP is responsible for the regulation and administration of water and Data collection and review of existing wastewater treatment facilities and related background reports, studies, and operating data infrastructure and aquifer storage and recovery (Task 2) systems. • Development of water resources characterization • South Florida Water Management District (Task 3) (SFWMD) —The SFWMD is responsible for the regulation and administration of water use • Evaluation of population trends and demands permits, and establishment of minimum flows and flow projections for potable water, and levels to protect the State's waters. wastewater, and irrigation quality water(Task 4) Collier County Departments — The development of • Evaluation of the existing treatment capacity for the Master Plan involved interaction with other Collier potable water, wastewater, and irrigation quality County departments outside of the Public Utilities water(Task 5) Division, including Growth Management Division ■ Utilization of existing hydraulic models for (GMD)Comprehensive Planning Section. potable water, wastewater, and irrigation quality Adjacent Utilities — The implementation of a Master water pipe networks (Task 6) Plan could be impacted with potential changes in the • Evaluation of water quality goals and treatment adjacent utilities such as interconnect options and options to meet established goals (Task 7) regionalization opportunities. However, during the development of the Master Plan such utilities were not • Development of level of service standards and contacted to discuss existing and potential alternative water resource configurations (Task opportunities. The following are potential utilities that 8) could impact the implementation of the Master Plan: • Evaluation and prioritization of Capital • City of Naples Public Utilities Improvement Projects (Task 9) • Florida Government Utility Authority, Golden • Development of recommended infrastructure Gate Utility System improvements, Capital Improvement Plan and Final Master Plan Report(Task 10) • Bonita Springs Utilities, Inc. • Marco Island Public Utilities 1.5 Project Tasks and Approach The scope of services for the Master Plan is built on an objective-based approach and was completed under the following major tasks: Collier County Master Plan 1-3 AC©M August 2015 Exhibit 1-1: Master Plan Strategic Approach Pro:• Data Collection /Review hil:: Ir _. Water Resource .^Darer Qualir� Evatuatinn and Treatment :w tr tt1�s ar i A[ternates _ Population& Hydraulic DemandsJFlews Models ir.rir:. tr. rr fi Facility Gap Assessment Analysis 1.6 Project Goals and Objectives Rate/Impact Studies will continue to be coordinated and integrated. The goals and objectives that are critical to achieving the vision and mission for this project are identified as • Population Projections: The Master Plan follows: establishes not just future population, but also where growth will occur within the CCWSD in • Business Oriented Plan: The Master Plan is a order to develop an appropriate capital business oriented plan, which provides guidance improvement program. on the recommended capital improvement program. • Alternative Water Supplies (AWS): According to the SFWMD, continued development of AWS • Establish Adequate Budget for R&R Projects: is needed to meet the regions long term water The Master Plan establishes a capital supply needs. A Total Water Management improvement program that is sustainable and (TWM) approach was considered, which keeps assets in good operating condition and integrates multiple water supply sources on extends their useful life. The development of the meeting water demands and considers all parts Master Plan actively involved management and of the water cycle. operations staff to ensure that the CCWSD's needs are met. • Strategy for development of the Northeast Service Area: The CCWSD owns approximately • Coordinate with County's Rate Consultant: 216 acres within the Orange Tree PUD. Design The Master Plan and recommended Capital documents have been prepared for a new Improvement Program has been coordinated NERWTP and a new NEWRF, as well as 85 raw and integrated with the CCWSD's rate consultant water well sites. The Master Plan addresses for development of appropriate customer user these potential facilities as a function of future rates and impact fees. Future Master Plans and demands above and beyond the current private utilities. Infrastructure for the Northeast site has Collier County Master Plan 1-4 A_COM August 2015 been designed, zoned, and approved by the wastewater treatment plant effluent that is not BCC. Construction drawings are complete and required for deep injection well testing. ready to permit for future demands, such as the Town of Big Cypress. • Replacement of Antiquated/Sub-Standard Pipe: The CCWSD currently has approximately • Strategy for Orange Tree Utility Company 88 miles of asbestos cement pipe and 96 miles (OTUC): It is anticipated that the OTUC will be of iron pipe, which is being replaced at an integrated into the CCWSD pursuant to the 1991 approximate rate of 3 miles per year. In addition, agreement and subsequent court orders. The vulnerability assessments indicate other areas in CCWSD intends to continue to operate the need of replacement. The Master Plan current utility facilities as long as needed and establishes an adequate capital improvement expand as needed within the current site program for addressing these areas. boundaries. The Master Plan developed a corresponding capital improvement plan. • Sustainability and Reliability: The sustainability and reliability of the CCWSD's • Extended Use of Irrigation Quality Water: future infrastructure is a major objective in Currently, all treated effluent from the CCWSD's development of the Master Plan and WRFs either goes to Irrigation Quality (IQ) water recommended improvements. Treatment plant or to a deep injection well. During the rainy reliability is determined differently for water and season not all of the effluent goes to the IQ wastewater because each is governed by water system. In addition, the CCWSD does not different regulatory bodies. produce enough reclaimed water to meet IQ demand during the dry season. Consequently, Wastewater plants are required to meet Class 1 the CCWSD augments IQ water supply during reliability in accordance with the Florida the dry season with fresh groundwater, and is Department of Environmental Protection (FDEP) currently developing a fresh groundwater Aquifer regulations. FDEP Class I wastewater reliability Storage and Recovery (ASR) system with standards ensure that sufficient reliability is storage below the underground source of designed into the process such that the facility drinking water (USDW). Recent Interpretation by can be safely operated and maintained at the the United States Environmental Protection constructed capacity. Agency (USEPA) and FDEP on how Florida can apply the Underground Injection Control (UIC) Water plan reliability is not addressed by FDEP program requirements to ASR wells, may allow regulations; therefore, the CCWSD has chosen storage zones within the USDW. Storage within to follow the "2012 Recommended Standards for the USDW could significantly reduce the capital Water Works." This standard recommends and operation cost of ASR systems. This new reducing constructed capacity by the largest interpretation may be an important factor in the treatment process unit in order to allow for CCWSD's long term plan for ASR. The Master operational maintenance to occur during times of Plan includes further augmenting the IQ water peak demand. The CCWSD refers to this supply with alternative water supplies such as reduced value as operational capacity. the Golden Gate Canal, Cocohatchee River, These methods are summarized in the Henderson Creek, and stormwater, including but CCWSD's Public Utilities Division Reliability not limited to the Lower Tamiami aquifer. The Guidelines, February 2006. goal is 100 percent beneficial reuse of Collier County Master Plan 1.5 AZCOM August 2015 • Environmental Protection: The Master Plan progressive, integrated approach that enables seeks sustainable water supply sources that are plants to treat water from a wide variety of consistent with the LWCWSP and the BCC ground and surface water sources for potable approved 10-Year Water Supply Plan. and irrigation uses. • Flexibility: The Master Plan provides • Outlook beyond the CCWSD Service Area: recommendations for facilities and resources While the Master Plan provides that are capable of modification or adaption to recommendations for facilities and resources reflect changing conditions to accommodate through build-out for all developable lands within development and demand. the CCWSD service area; it also identifies potential expansion opportunities to increase the • Water Supply Diversity: The Master Plan service area where development activities are includes the use of multiple sources of water so feasible. These new areas could be served by: that the CCWSD is not reliant on a single water extending pipes of existing centralized treatment supply source or location for ground and fresh facilities; de-centralized satellite treatment water. Over the next ten to twenty years, and facilities; or a hybrid of both. through build out, the Master Plan provides a Collier County Master Plan 1-6 Section 2 Existing System & Operation This Section provides a brief summary of the CCWSD's existing potable water system, S wastewater system, and irrigation quality water system facilities and their operation. 4. A'COM August 2015 Existing System and Operation T ro ems oitrii6cirosvg r - „�• 1• Arillsm" — r , The CCWSD is a public utility, which owns and operates a potable water supply, treatment and distribution system; a wastewater collection, conveyance and treatment system; and an irrigation quality water supply and distribution system. The existing CCWSD is bounded on the north by Lee (ASR System). There are over 56,000 service County, on the south by the Marco Island Public connections and water is distributed through nearly Utilities Service Area, on the east by the Urban 1,000 miles of water mains. Exhibit 2-1 presents the Planning Boundary and on the west by the City of CCWSD potable water service area. Naples Public Utilities Service Area and the Gulf of Mexico. Within the Water-Sewer District boundary the 2.1.1 Potable Water System Existing Facilities service area does not include those areas within Collier 2.1.1.1 PW System Supply Sources County currently served by the City of Naples, the Florida Government Utility Authority(Golden Gate City) The CCWSD has historically obtained its potable water and the Orange Tree Utility Company (OTUC). It is supply from groundwater resources. Groundwater is anticipated that the OTUC will be integrated into the either fresh or brackish depending on its source CCWSD pursuant to the 1991 agreement and aquifer. The potable water system utilizes three subsequent court orders. The CCWSD intends to existing wellfields for raw water supply: continue to operate the current utility facilities as long 6 The Golden Gate Tamiami Wellfield —draws water as needed and expand as needed within the current site boundaries. from the fresh water Lower Tamiami aquifer 2.1 Potable Water System a The North Hawthorn Wellfield — draws water from the brackish water Lower Hawthorn and Hawthorn -- The CCWSD potable water (PW) system includes two Zone 1 (Mid Hawthorn)aquifers WTPs, three water storage and re-pumping facilities, three wellfields, and one Aquifer Storage and Recovery Collier County Master Plan 2-1 .�_,/ w N TERRY ST E S W j t u� Li I--- I I -- \ A 1 I N w .1 CR 865 °1 WI D BONITA BEACH RD 1 1 :.osTE E .. I. w`f , 4 \` --- •TWTP S F \` _..._..-_.___ _ WI CRe5B1011VELL Rb, e m; x f , aai m CR 846 'I _— m RANDALL BLVD. i of o o a . NCRTP 1_w w ;t <a CARICA BOOS R STA ■O r ; ANDEl�LT BEACH RD R D _I F1 IIIAUPO re -O � ODE ,ATE...2 1 II a - o O .—_GREEN ROAD j .. �I_ PI E RIDGE � W a6' II e -RD- a a -- �' W 2'I____.9 �1P-- 0 � ° � � en e�" 1 — d 7 �� I.. ' Ili .,r J j F, ( , - P o;cIRADIOIISLE Legend rIT -_.—_ ERR+FFIfO I 1 e Di o I , is Water Treatment Plant(WTP) �. • . Potable Water Storage Facilities/Booster Stations • Golden Gate Tamiami Wellfeed 0 North Hawthorn Wellfield RATTLESNAKE HAMMOCK •i _ • South Hawthorn Wellfeld !, iFQCCWSD D Boundary m CCWSD Potable Water Service area b , \ ut OTUC Service Area � 1 PLSS Section i _ , NEB , 1 i c a ' MANATEE SOST:t TA€ON , , Imo_ ir i a� _l � o 1.1 ISLE OF 1 CAPRI BOOST STATIO;-------. 1 I- . AN A us�y �F AN _ S', I n,J � to , ` + ') 1 inch= 17,500 feet ( `aS2IN MARCO0 q ' ,. � i c.,Q— 0 7,500 15,000 30,000 ji 1 Feet `i '4 ,I 08 Source:Collier County, FDOT,BLM,and ESRI Collier County Public Utilities Master Plan �COM Exhibit User.jhelkowski Co r County Date:August2013 Potable Water System Service Area 2-1 County. Collier 7 A_COM August 2015 The South Hawthorn Wellfield — draws water from Table 2-2: OTUC Wellfield Summary brackish water Hawthorn Zone 1 and Lower Hawthorn aquifers The South Florida Water Management District Lower Tamiami Fresh (SFWMD) regulates the raw water supply for the I 61 0.91 Wellfield Groundwater CCWSD through water use permit [Permit Number 11- 1. Four wells are existing and two wells are proposed for future use 00249-W] that was issued on September 22, 2014 and expires on September 22, 2036. Table 2-1 presents a 2.1.1.2 PW System Treatment Facilities summary of CCWSD wellfield details. The CCWSD operates two water treatment plants that Table 2-1: Potable Water System Weilfields Summary have the ability to process both fresh groundwater and brackish groundwater resources. The WTPs include: • North County Regional Water Treatment Plant (NCRWTP) Golden Fresh Gate ground 372 26.504 44.93 37.09 • South County Regional Water Treatment Plant Tamiami water Wellfield (SCRWTP) Hawthorn Brackish Zone 1 ground 46 16.004 Aquifer water Exhibit 2-2: NCRWTP LPRO Treatment Skids 96.91 60.59 Lower Brackish Hawthorn ground 423 13.034 Aquifer water "" ' • { Total 125 55.534 141.8 97.7 `_ . I 1. Number of wells taken from SFWMD CUP(Permit Number 11-00249-W) 2. Existing production well 8 has been capped and is out of service. 3. Includes 17 proposed future wells as included in the SFWMD CUP. •; ,_;_, r_ t rs , 4. Limiting condition 5 of the SFWMD CUP provides for a total annual allocation • of 55.53 MGD,and limits annual withdrawals from specified sources as _, .a:-ca, gr- identified above. However,the allocation for the Lower Hawthorn Aquifer with overlap is 19.52 MGD. 1144 * The OTUC also maintains a SFWMD consumptive use � permit(CUP)for its potable water supply to the Orange - Tree Water Treatment Plant (OTWTP). The permit expiration date is August 26, 2018. Table 2-2 The NCRWTP has a constructed capacity of 20.0 summarizes the wells permitted for the OTUC. Million Gallons per Day (MGD) including a 12.0 MGD nanofiltration (NF) process and an 8.0 MGD low Exhibit 2-1 shows the location of the CCWSD raw pressure reverse osmosis (LPRO) process. The water weilfields. The Technical Memorandums on Task Golden Gate Tamiami Wellfield supplies raw fresh 3 -Water Resource Evaluation and Task 5 — Existing groundwater to the plant's NF process system while Treatment Capacity Evaluation and Gap Analysis the North Hawthorn Wellfield supplies raw brackish provide greater detail on the potable water system raw groundwater to the plant's LPRO process system. The water supply sources. recovery efficiencies of the NCRWTP NF and LPRO treatment processes are 85 percent and 75 percent, respectively. Collier County Master Plan 2-3 A_COM August 2015 2.1.1.3 PW System Storage &Pumping Facilities Exhibit 2-3: SCRWTP LS Treatment Reactor Tank The CCWSD potable water system pumping facilities are comprised of high service pumps located at both - "- water treatment plants, three water booster pumping stations and an in-line emergency booster pump ` -_ i station. Ground storage tanks at the water treatment ■ ■ _: —, , ___ _ � plants and at the booster pumping station sites provide system storage and reserve capacity to help meet -- IC ,4` ,1 \ ' ------ peak hourly demands of the system. A summary of r. 4 , 'i these facilities is provided in Table 2-4. Exhibit 2-1 vi a` shows the location of the CCWSD potable water system storage facilities. The Technical Memorandum _ _—, _"— — ° ' on Task 5 – Existing Treatment Capacity Evaluation The SCRWTP has a permitted capacity of 32.0 MGD and Gap Analysis provides greater detail on the including a 12.0 MGD lime softening (LS) process and potable water system storage facilities. a 20.0 MGD LPRO process. The Golden Gate Tamiami Wellfield supplies raw fresh groundwater to 2.1.2 PW System Historical Water Production the plant's LS process system while the South The CCWSD potable water system currently provides Hawthorn Wellfield supplies raw brackish groundwater drinking water service to over 160,000 permanent to the plant's LPRO process system. The recovery residents and over 200,000 residents in peak season. efficiencies of the SCRWTP LS and LPRO treatment The potable water production data for 2001 through processes are 97 percent and 75 percent, respectively. 2013 was analyzed to establish historical trends in the OTUC operates the OTWTP, located east of SR-846 potable water plant production and to characterize the and north of CR-858. The OTWTP has a constructed maintenance and management of the existing system. capacity of 0.75 MGD using membrane softening (MS). Exhibit 2-6 presents the historical trends of potable The plant is supplied by the Lower Tamiami fresh water plant production data on an annual average daily ground water wellfield and the MS treatment process demand (AADD), maximum month daily demand has a recovery efficiency of approximately 80 percent. (MMDD), maximum daily demand (MDD), and maximum 3-day daily demand (M3DD) basis. The Exhibits 2-4 and 2-5 present treatment process block historical potable water production chart indicates that diagrams for the NCRWTP and SCRWTP, since 2001, potable water production peaked in 2007 respectively. A summary of potable water system (26.3 MGD AADD) and decreased thereafter until treatment facilities is provided in Table 2-3. Exhibit 2-1 2010. This could be attributed partly to the economic shows the location of the CCWSD potable water recession in the Country after 2007, implementation of system treatment facilities. The Technical water conservation measures, and significant drought Memorandum on Task 5– Existing Treatment Capacity conditions during 2007 and associated water Evaluation and Gap Analysis provides greater detail on restrictions. Since 2010 potable water production has the potable water system treatment facilities. been gradually increasing. f""\ Collier County Master Plan 2-4 E 1.4., #0 » A2 2 2 m>m } ]\§ \(B ° °° R ) Npay7 N7/(4 a l g -0 U) 73#>0 ° X1«>°2 J Z P. q cn e =j of # FA § K NC <« z mm \ �$\ II 1 Ti I » q mƒ_ — 1 73 r+ p • = SU CD " \ m0 \ _ $ 0 . . §0 n z = j§) - g § fR : . sw. . . R P m I § k ill \ § -- - V f «P]*ƒ^^ .�. 22�$q I } )°■_ k/§j 53 M cn in -i ))(| n (§_ \\M( °m 2 ,.1 , ' . o ) ? \� f 00. Am *\c /� «22 Pee ll °2g Y I� C, §§ . r z ' ) n � �rn rt \ 2 y 2 . . 7 �« § a cn i}§� ! - �jo . . /m kE§ 1 §A 7 gg5 §] e �m� : CM CK m \K �� V)§ =d 2 = y @ ¢. [ v �X m § m } /) _/ O | . E �� _ — k m m =• k , en _ m ■ ` -I § ■ ] �T cn /- § 00, [ g § co 3 70 ! q 0 % ff § --13 . � m _ Cu 7§ -0k v) �m -C * 0rn M?c q v- 1 m e/tom /rn �m si 0 []2° ■ CI— -0 m ` )/ 1 � kr>( I{f| m _ \\�{ n ail s X \� 01 7 \° o A:COM August 2015 Table 2-3: Potable Water System Treatment Facilities Summary Fresh Ground 6 X 2 MGD = 12 MGD Nanofiltration (NF) 85% Water NCRWTP Low Pressure Reverse Osmosis Brackish 4 X 2 MGD = 8 MGD 75% (LPRO) Ground Water Fresh Ground 3 X 4 MGD = 12 MGD Lime Softening(LS) 97% Water SCRWTP 10 X 2 MGD= 20 Low Pressure Reverse Osmosis Brackish (LPRO) Ground Water MGD 75% Total Constructed Capacity 52 MGD NA Operational Capacity 48 MGD NA 1. In order to account for the operational need to maintain plant equipment, the constructed capacity(52 MGD)is reduced by the largest treatment process unit(4 MGD lime softening reactor/clarifier). The resulting operational capacity(48 MGD)is used to determine when expansion is required. This is based on the CCWSD's Public Utilities Division Reliability Guidelines, February 2006, consistent with the "2012 Recommended Standards for Water Works." Table 2-4: PW System Storage Facilities Summary 1'2 Exhibit 2-6: Historical PW Production 38 -MOD 38 NCRWTP 11.1 -M3DD 34 -MMDD !SCRWTP 12.4 32 -AADD Q Isle of Capri 30 0.2 !Pumping Station 28 _ e !Manatee Road oad 1 8 —"' Pumping Station 24 1Carica Road 9.3 22 ;Pumping Station ----- -- -- 20 Total Capacity 34.8 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 1. Manatee Road ASR is not currently in use and therefore is not included. 2.1.2.1 Non-Revenue Water 2. Goodland Booster Pump Station and ground storage tank serves Goodland and Key Marco. Therefore, the storage volume is not considered herein. Non-Revenue water (NRW) including water main losses, fire flow, and water usage for water main flushing and other types of unbilled water use, averaged approximately 7 percent of the total potable water distributed during the time period 2001 through 2012. The NRW showed a decreasing trend in recent Collier County Master Plan 2-7 AZCOM August 2015 years, with only 3 percent NRW in the year 2012. This It is therefore recommended that a per capita water percentage reflects good system maintenance and demand of 150 gpcd be used as the Level of Service management of leaks and other water main losses. Standard (LOSS) for the Master Plan. This is a conservative value when considering the last five 2.1.2.2 Per-Capita Demand years, and it is representative of the recent downward An analysis of historical per-capita water demand data trend in per capita demand. indicated a decreasing trend for the time period 2001 LOSS Per-Capita Potable Water Demand through 2013. This could be attributed in part to = 150 gpcd conservation measures implemented in the CCWSD's service area, such as the installation of lower flow fixtures; the recent economic recession; and reduced 2.1.2.3 Water Demand Peaking Factors irrigation as a result of drought conditions. The total operational capacity of water treatment The average per capita demand during the period 2001 facilities must be able to meet the projected peak to 2013 was 157 gpcd. As shown in Exhibit 2-7, the demands. Since the CCWSD has potable water per capita demands for the years 2001 and 2002 were storage capacity in excess of the recommended much higher than the per capita demands during the storage requirements identified in the "2012 following years from 2003 to 2013. During the period Recommended Standards for Water Works", the from 2003 through 2007 the per capita demand Maximum 3 Day Demand is utilized in this Master Plan remained relatively constant at an average per capita for determining the operational water treatment demand of 166 gpcd. Similarly, during the period of capacity. The peaking factor that is used to determine 2008 through 2013, the per capita demand varied plant capacity is therefore based on the ratio of the slightly with an averge over the period being 142 gpcd. M3DD to AADD. The SFWMD allocates ground water Between the years 2007 and 2008 a notable change supply for utilities based on MMDD. The peaking factor occurs where the per capita demand decreases. From that is used to determine raw water supply allocation is 2008 through 2013 the per capita demand remains based on the ratio of the MMDD to AADD. A similar lower and ranges between 146 to 134 gpcd, which may peaking factor (MDD to AADD) is used when be a result of behavioral changes, improved water evaluating projected MDDs. efficiencies and water conservation efforts. It is anticipated the lower per capita demand will continue, The ratio of M3DD to AADD, MMDD to AADD, and given the reasons stated above, but also considering MDD to AADD for the time period of 2001 through that the CCWSD has an IQ water program with an 2013 was evaluated. The M3DD peaking factor ranged overall objective of reducing the potable water used for from 1.21 to 1.37 during the period 2001 through 2013, irrigation and expanding the use of reclaimed water. with an average peaking factor of 1.26. The ratio of MMDD to AADD ranged from 1.08 to 1.26 during the Exhibit 2-7:Historical Per-Capita Water period 2001 through 2013, with an average peaking factor of 1.17. Similarly, the ratio of MDD to AADD ranged from 1.24 to 1.47 during the period 2001 100 ,° through 2013, with an average peaking factor of 1.33. 160 1,90_ Based on an evaluation of these trends a MMDD =MPoC = peaking factor of 1.20, a M3DD peaking factor of 1.30, eau —+•+ao+ 1�ac.nem.v..n,e� t20 R"°""`"1091.098 and a MDD peaking factor of 1.35 is recommended to ° be used for the Master Plan to establish future potable t00 2001 2002 2003 2003 2005 2006 2202 22270 2009 2010 2011 7012 2013 water demand projections. Collier County Master Plan 2-8 To: TERRY S.EAWI_ A ION�� -_ N tp - + BONITA BEACH RD_ v,... .1 .. iJrfrE .O-' l ! ELLING. 4 �r• 1 IINPIMIIIIIIIIIIIII • if 3��+ - r•• ir %5._f • . �,, E _ •:646 __. I __ I I RANDALLBLVD._ Mil IIN R G O 111 IIIIIII y7� ] , __ GOLD N GATE BLVD 11111111 • I, 6 a, 1 T. , IIIIIIIIMIIIIIEMIIIIII� ■Nat..... ■I , , ,____ ,. GREEN Rr �- - 4 !!- r ■ ■,,„,,, } t 73 , O ITo- i __. I ' � -. - '-.04/DAVIS BLVD. I 110 G 411 li . 'N , i I I'' I MI 1 o.m .: ■ iy� III c 'N S e - M%CK 7 7ii`.I1, � . a ■El� m C �.4 f _ . _3 i i -_.. III IIIIIIIIIIIIIIIIIIMIIIN , IL+. -,1 f • sirm..., Jo,. , , f I MO ` 1 inch= 17,500 feet h — i I , 0 7,000 14,000 28,000 i Feet AND632 --i ` 1 ,,,_ � _ I ly Legend �� '--I ,` 0 Water Reclamation Facility(WRF) "1�tp' ---4;2),--. . ��__ J MICCWSD Boundary 9 '�Oa� \''�� i -, • Lift Stations . d6, ._ — 1 111 Sewer Forcemains Mill PLSS Section 3.031/v MARCO , I OTUC Service Area I CCWSD Wastewater Service Area I 0% r'1 jurces Esri, USGS,NOM Source:Collier County, FDOT,BLM,and ESRI Collier County Public Utilities Master Plan AZ Exhibit User.;heRowsld Co er County AeCOM - Date:August 2013 Wastewater System Service Area 2_8 County:Collier A. COM August 2015 The Technical Memorandum on Task 4 — Population Class I reliability standards are applied to facilities or and Demand/Flow Projections provides greater detail vital components where failure would result in on the potable water system historical water production permanent or unacceptable damage to receiving data and analysis. waters or other vital components of the system, and will result in a permit violation. The WRFs include: A� .�a � �� ? p` � North County Water Reclamation Facility (NCWRF) ■ South County Water Reclamation Facility 2.2 Wastewater System (SCWRF) The CCWSD wastewater (WW) system includes two The NCWRF provides wastewater treatment in the water reclamation facilities (WRFs), and an extensive North County Service Area. The facility currently wastewater collection and conveyance system operates under FDEP permit number FL0141399 and consisting of gravity sewers, pumping stations, and a has a 24.1 MGD maximum month average daily flow manifolded force main network. The wastewater (MMDF) capacity with two 1.5 million gallon (MG) service area is divided into the following: storage tanks for influent flow equalization prior to treatment. The northern portion of the plant includes North Service Area oxidation ditches and extended aeration that is currently rated for 9.6 MGD of treatment capacity. The a South Service Area southern portion of the plant includes conventional aeration basins each with a two-stage Modified The North Sewer Service Area is approximately 78 Ludzack-Ettinger (MLE) process that is currently rated square miles and the South Service Area is for 14.5 MGD of treatment capacity. The NCWRF has approximately 58 square miles. Exhibit 2-8 presents consistently met the effluent requirements of the the CCWSD wastewater service area. The CCWSD operating permit. wastewater service area is not the same as the potable water service area and includes some areas where the City of Naples provides potable water service. Exhibit 2-9: NCWRF Sludge Processing Facility 2.2.1 Wastewater System Existing Facilities 2.2.1.1 Wastewater Reclamation Facilities The CCWSD operates two WRFs that are required to meet Class 1 reliability in accordance with the —� ! � CCWSD's Public Utilities Division Reliability Guidelines, February 2006, and Florida Department of ,, - "*�` ;fats -,' 3 C 0 b - Environmental Protection (FDEP) Regulations for — W wastewater. The classes of reliability, Class I, II and Ill (highest to lowest) have been established for wastewater facilities. The classifications are based upon the consequences of failure of these facilities. Collier County Master Plan 2-9 A=COM August 2015 The primary means of effluent disposal is returning a deep injection well. Any effluent not meeting reuse highly treated reclaimed water to the community for standards can also be stored in reject ponds for beneficial reuse as irrigation water. The balance is reintroduction to the facility as a side stream flow for disposed of through either of two on-site deep injection treatment. wells (DIWs). Reuse quality effluent is pumped by the Reuse Pump Station to the irrigation quality(IQ)Water Exhibits 2-11 and 2-12 present treatment process System. Any water not meeting the reuse standards is block diagrams for the NCWRF and SCWRF, stored in reject ponds and/or disposed of through the respectively. DIWs. Bio-solids are dewatered using belt filter presses, which discharge into a truck loading facility The OTUC operates the Orange Tree Wastewater and hauled to an out of county landfill. The Solid and Treatment Plant (OTWWTP). The OTWWTP operates Hazardous Waste Management Department is in the under an FDEP permit and has a permitted capacity of planning stages of adding a bio-solids treatment facility 0.60 MGD. The OTWWTP has met the effluent at the Collier County Landfill. requirements of the permit with the exception of effluent total nitrogen, which has been exceeded three The SCWRF treats wastewater from customers south times in the past three years. Effluent disposal at of Golden Gate parkway to Auto Ranch Road and has OTWWTP is achieved through three on-site a permitted capacity of 16 MGD. The facility operates percolation ponds. Residuals generated by the facility under FDEP permit number FL0141356-013, and has are lime stabilized and then hauled off-site for landfill a MLE process and two 1.25 MG tanks for influent flow disposal. equalization prior to treatment. The facility consists of preliminary treatment, biological treatment, clarification, Exhibit 2-8 shows the location of the CCWSD WRFs. filtration, disinfection, solids processing and an effluent The Technical Memorandum on Task 5 — Existing disposal system. Treatment Capacity Evaluation and Gap Analysis provides greater detail on the wastewater system WRFs. A summary of wastewater reclamation facilities Exhibit 2-10:SCWRF Effluent Filters is provided in Table 2-5. ; t, Table 2-5:Water Reclamation Facilities Summary `' Water Reclamation Permitted Capacit = ,-. 4° I • Facility (MGD) G ,__ .. = _ . � NCWRF 24.1 rf°�'' - „ SCWRF 16.0 J,� - Total 40.1 a ° ..4.. 1 2.2.1.2 Wastewater Collection System The CCWSD wastewater collection and conveyance The SCWRF has consistently met the effluent system consists of gravity sewers, about 1,110 requirements of the operating permit. The primary means of effluent disposal is returning highly treated pumping stations, and a manifolded force main reclaimed water to the community for beneficial reuse network. as irrigation water. The balance is disposed of through Collier County Master Plan 2.11 PE g C O N O nos -(n0 IA o m -n mZw K0 * -n Z/ O can f*I' o L.0 -0 73 m Z K W to r m n • 0 ztnm o- N D p> �7 aO rm* 2 � m z f J :mmr \ /D p Ln N 1 D N> • J O n Z • O m l ci. x>v D m r o I i wp1 OX CJ)a � EZ)O m- Z N O Z • i x N tn III N A O i'IJ /TTIv C O Dn 70> N> frt.- i-Z N� 317 �+ SI CD N 1 (7 O m = • �,.., �_ _ _ r max:pi O CD mm c-)10 n ill 1 '1 N CD D'— t td x Cl) ") = °- O Mz Nz D. 0 ,. D 1 r • 1 • n= U)z0 v>)Z0 Z>Z Z D N-I-I m N-Oi m • T 212i .mE -1 mZ n�M r-; m� m 5a .,_,V1 m, 0_,,,-- Z mss. �� Z Nsii O N N v Qo-0o0 Z -t * m p..) m x N>=, �r� 22 cep m .cIT D o s —y O n m.2 0 O cia cp 0 Z o tD O c P c: m m co m S z N D I 1 '1 co D ;G) =N A p-. �Z r D mm Dm I Z= ci)g ._ n Cr XI �; o 1 a � > �o � 3 y 0 II O - 0) C 0 CD m r y m � IN w vii 1 Q x mgt ,�j,--1m 7 i z A rn Q D r root r ri ooze .ea.^ O m u • 1 m wl k 2 N rn U x 3 N a rt A-COM August 2015 Out of the 1,110 pump stations, 768 pump stations are on the wastewater system historical flow data and owned and operated by the CCWSD and the remaining analysis. 342 pump stations are private. There are 410 CCWSD -owned pump stations in the North Service Area and 2.2.2.1 Wastewater Flow Per-Capita 358 pump stations in the South Service Area. Twenty The CCWSD has in the past evaluated per-capita one of the CCWSD-owned pump stations are wastewater flow rates for both the North and South considered Master Pumping Stations (MPSs). WRFs separately because the northern portion of the Exhibit 2-8 shows the CCWSD wastewater collection CCWSD tended to have a slightly higher per-capita system. The Technical Memorandums on Task 5 — day usage and each plant had its own service area. Existing Treatment Capacity Evaluation and Gap However, improvements to the collection system have Analysis provides greater detail on the wastewater been implemented and future improvements are system collection system. planned to increase reliability and improve flexibility in operations. These improvements facilitate conveying 2.2.2 Historical Wastewater Flows wastewater flows to either plant, therefore, allowing one per-capita flow rate to be utilized for both plants. The CCWSD wastewater system currently provides wastewater service to over 180,000 permanent In order to establish a recommended system-wide per- Exhibit 2-13:Historical Wastewater Flows capita wastewater flow rate for the Master Plan, a historical analysis of wastewater flows and permanent 35 population was completed. This analysis included -1113DF evaluating the per-capita usage during the period 30 -MAW (2001 to 2013) for the north and south service areas O �AAOF t €25 separately, and then as a combined system. LL 0 20 The average per-capita demand (based on permanent `° population) during the period 2001 through 2013 for 15 the north wastewater service area is 97 gpcd and for the south wastewater service area is 86 gpcd. The 10 2001 2002 2003 2004 2005 2006 2007 2008 2008 2010 2011 2012 2013 average per-capita demand during the period 2001 through 2013 for the CCWSD combined wastewater system is 91 gpcd. Based on an evaluation of these residents. The historical wastewater flow data for 2001 trends a per-capita wastewater flow of 100 gpcd is through 2013 was analyzed to establish historical recommended to be used as the LOSS for the Master trends in the wastewater flow. Each WRF handles a Plan in establishing future wastewater flow projections. similar amount of flow on an average daily basis, with This per capita wastewater flow rate is consistent with the NCWRF receiving just slightly more flow (54.1 FDEP permit requirements, which identify a per capita percent) than the SCWRF on an average daily basis average daily flow of 100 gallons per capita, unless between 2001 and 2013. Exhibit 2-13 presents the water use data or other justification is provided. historical wastewater flow data on an annual average daily flow (AADF), maximum month daily flow(MMDF), and maximum 3-day daily flow(M3DF) basis. The Technical Memorandum on Task 4—Population and Demand/Flow Projections provides greater detail Collier County Master Plan 2-14 \' i TERRY ST.E A W e, I e a N _ _ i O m BONITA BEACH RD is,\ jell S IM LJ RF B c CRasa p ,*TWR F • RANDALL B LYD. ` ,e�S CR-658IOIL WELL RD. I z 2 ''''11:1 4 O ANDERBIL BEACH O T RD 11 3 fil GOLDEN GATE BLVD 1 T 'IDLE ROAD 41 0 et y Ii z 101 JHN :'GA�P� t z AtE o.C �_ -.I'75/SR•3 GIS ROUTE SR-84/DAVIS BLVD. c r a C" Wall 1 m AI all W 5 0 RATT4SNAKE HAMMOCK O rc �4 WRU 1 inch=17,500 feet 0 7,000 14,000 28,000 Feet Legend . Water Reclamation Facility(WRF) 6" IQ Water Supplemental Welifields �' Livingston Wellfield 1111114 CR-92I N v� 8 0 Mule Pen Wellreld QCCWSD WASTEWATER BOUNDARY OTUC Service Area WI if Dual Piped Area INIQ Existing Service Area Sources:Esri,USGS,NOAA Source:Collier County, Exhibit FDOT,BLM,and ESRI Collier County Public Utilities Master Plan C0M AT User:jhelkowski C COUnty Date:August 2013 IQ Water System Service Area 2-14 County:Collier ACOM August 2015 2.2.2.2 Wastewater Flow Peaking Factors although the IQ supply is currently supplemented with fresh groundwater. CCWSD's IQ water customers are The total operational capacity of wastewater treatment primarily golf courses, roadway medians, and facilities must be able to meet the projected peak residential customers. Exhibit 2-14 presents the wastewater flows. Although FDEP recommends that CCWSD IQ water service area and facilities. the wastewater treatment capacity be based on treating MMDF, it is recommended in this Master Plan 2.3.1 IQ Water System Facilities that the wastewater treatment plants be able to treat the M3DFs. This will provide greater reliability for The CCWSD provides IQ water using treated effluent treatment of peak flow periods. The peaking factor that from the NCWRF and SCWRF, supplemented by fresh is used to determine plant capacity is based on the groundwater wellfields including: ratio of the M3DF to AADF. A similar peaking factor (MMDF to AADF) is used to evaluate projected • The Livingston Road Wellfield MMDFs. • The Mule Pen Wellfield The ratio of MMDF to AADF and M3DF to AADF for • Foxfire Wellfield the time period of 2001 through 2013 was evaluated. The ratio of MMDF to AADF ranged from 1.11 to 1.24 • SCWRF Wellfield during the period 2001 through 2013, with an average peaking factor of 1.17. Similarly, the M3DF peaking The fresh groundwater wellfields supplement IQ water, factor ranged from 1.26 to 1.91 during the period 2001 with no additional treatment required. Table 2-6 through 2013, with an average peaking factor of 1.49. provides a summary of these wellfields. The revised Based on an evaluation of these trends a MMDF total allocation is 9.23 MGD. In addition, an ASR well peaking factor of 1.2 and M3DF peaking factor of 1.5 is located on Livingston Road is permitted to provide up recommended to be used for the Master Plan to to 5.0 MGD (average annual allocation)of IQ water. establish future wastewater flow projections. The Technical Memorandum on Task 4 — Population and Demand/Flow Projections provides greater detail on the wastewater system historical flows and analysis. 2.3 IQ Water System The CCWSD has an established Irrigation Quality (IQ) Water Service Area boundary. The IQ service area does not include those areas within Collier County currently served by the City of Naples, the Florida Government Utility Authority(Golden Gate City), Marco Island, or Orange Tree. IQ water is primarily treated effluent from the CCWSD's water reclamation facilities, Collier County Master Plan 2-15 A_COM August 2015 The CCWSD IQ water system consists of over 130 was 15.5 MGD and the average for the period of 2009 miles of distribution piping, seven storage tanks, 29 through 2013 is 16.8 MGD. storage ponds, 1,600 meters, four wellfields, and six large pumping stations located throughout the The IQ water availability from the CCWSD's WRFs is CCWSD. estimated as 95 percent of the minimum month average daily flows (MMADF). The peaking factor that Table 2-6: IQ Water Wellfields Summary is used to determine minimum month average daily SFWMD flow is based on the ratio of the MMADF to AADF of Number of CUP the wastewater effluent. The ratio of MMADF to AADF Wellfield Wells Allocation (AADF for the time period of 2001 through 2013 was MGD) evaluated. The ratio of MMADF to AADF ranged from Livingston Wellfield 7 3.73 0.76 to 0.89 during the period 2001 through 2013, with Mule Pen Wellfield 6 3.50 an average peaking factor of 0.84. Based on an evaluation of these trends a conservative MMADF Foxfire Wellfield 1 1.00 peaking factor of 0.80 is recommended to be used for SCWRF Wellfield 1 1.00 the Master Plan to establish future IQ water availability. Total 15 9.23* *The SFWMD CUP permit was revised on April 14,2014. MMADF Peaking Factor=0.8 Water reclamation is accomplished via an activated sludge treatment process that includes filtration and Although meeting customer demands is currently an high level disinfection. The treated effluent is compliant issue, CCWSD may expand the IQ water system as with FDEP permit requirements and is of quality the wastewater system expands and additional effluent suitable for public and/or open access irrigation. The is available for IQ water. Dual piped distribution CCWSD has also invested significant capital in over systems are the key to the expansion of the IQ water 130 miles of pipe network to deliver IQ water to system, which have separate distribution systems for existing and planned unit developments. potable water and irrigation. Since 2002, new planned unit developments are required to install dual The Technical Memorandums Task 3 — Water distribution systems through Collier County ordinances. Resource Evaluation and Task 5 — Existing Treatment For developments prior to 2002, a separate IQ water Capacity Evaluation and Gap Analysis provide greater system would need to be constructed to connect them detail on the IQ water system facilities. to the IQ water service area. 2.3.2 Existing IQ Water Demand Future IQ water availability based upon 95 percent of the minimum monthly ADF at the WRFs plus The CCWSD's existing IQ water customers include 21 supplemental fresh water from groundwater production golf courses, 6 County parks and schools, 64 miles of wells and ASR wells is expected to increase to 35.75 roadway medians, residential communities, and MGD by the year 2034. environmental mitigation areas. The Technical Memorandum on Task 4 — Population Current agreements allocate 22.9 MGD of IQ water to and Demand/Flow Projections provides greater detail existing customers based on an IQ demand of 1-inch on the IQ water system historical flows and analysis. per irrigable acre per week. Average monthly IQ system distribution for the period 2001 through 2013 Collier County Master Plan 2-17 • Section Projected Demands/Flows & Gap Analysis This Section establishes the future capacity needs for CCWSD's raw water, potable water treatment and storage, wastewater treatment, and IQ water. A COM August 2015 ........, 3 Projected Demands/Flows & Gap Analysis • 20 Year Planning Period (2034) • Build-out • Beyond Current Boundaries �*.' R^y IIHf ii ,. , . , - - ,,,,,,_ ii if rt, , _ x`_ �. The CCWSD projected potable water system demands will increase by 57.4 percent and the projected wastewater system flows will increase by 53.2 percent at the end of the 20 year planning period (2034). Build-out for water and wastewater occurs in 2034 and 2039,respectfully. In order to adequately assess the future needs of the CCWSD's seasonal peak population, which accounts CCWSD system, population projections were used to for the influx of tourists and part-time residents. The determine potable water demands and wastewater seasonal population is greater than the permanent flows through the planning horizon of this Master Plan, population and is calculated by multiplying the which includes a 20 year planning period through the permanent population by 1.2. The Master Plan was year 2034, build-out, and potential boundary developed based on the CCWSD's permanent expansions. population. However, the demands and flows using "permanent" or "seasonal" populations render similar The U.S. Census estimated that approximately results, since the per-capita rates and peaking factors 332,427 people resided in Collier County in 2010. The vary proportionally with population. The higher the County's Growth Management Division population, the lower the per-capita rate. Comprehensive Planning Section provided population estimates for the years 2010 through 2011, population projections for the years 2012 through 2034, and projected build-out population for the CCWSD water and sewer service areas. These projections were used as the basis to project future potable water demands and wastewater flows for the Master Plan. Due to the seasonal variation in population, the CCWSD's permanent population is different than the Collier County Master Plan 3-1 A COM August 2015 3.1 Potable Water System is used as the LOSS for this Master Plan (refer to Section 2.1.2). 3.1.1 Population Projections AADD = Population X Per-Capita For the potable water system projections, the . population included both the CCWSD and the OTUC The potable water system maximum month demand service areas. The CCWSD provided water service to (MMDD) projections, maximum 3 day demand (M3DD) approximately 46 percent of Collier County's projections, and maximum day demand (MDD) population in 2010 (based on permanent population). projections are estimated based on AADD increased According to the population projections, the potable by peaking factors of 1.2, 1.3, and 1.35, respectively water service area permanent population is projected (refer to Section 2.1.2). Exhibit 3-2 presents a to increase from 152,326 to 273,873, while the peak graphical representation of the projected AADD, seasonal population is projected to increase from MMDD, M3DD, and MDD water demands through the 182,791 to 328,648 from 2010 to 2034. The 2034 year 2034. water service area projection provided by the Comprehensive Planning Section was used as the Exhibit 3-2:Potable Water System Demand Projections build-out population since the population was not projected to increase beyond 2034. Exhibit 3-1 --awn presents the potable water service area projected 5 49 _ ,� population through the year 2034. --AADD fix! iit 3-1: Potable Water System Population Projections r .✓ ..�-a L �\ 350,000 bl •Permanent Population 15 300.000 •Peak Season Population O° C� ,D�i O� _� d= _°n '-C°i C� ,C°v ct cps ei c""�i rf cg0a mCe On Dn C° p IIVI'F N �INN �S � tS � MNC1 flRR GNC+ C o g$11, F ss0000 11��1I I I I I ( I I ( MMDD = AADD x 1.20 a ate-� M3DD = AADD x 1.30 �� 111111111111111111111111 MDD = AADD x 1.35 100,000 000 000 IggsggsssPAIHRPIrAsaUM, AADD MMDD M3DD MDD Year (MGD) (MGD) L (MGD) (MGD) 2014 26.10 31.32 33.93 35.24 Permanent Population (2034/BO) =273,87 2034 41.08 49.30 53.41 55.46 3.1.2 Projected Demands Based on these projections, the potential potable water system demands will increase by 57.4 percent The potable water system annual average demand from the year 2014 through 2034 (based on AADD). projections are estimated using population projections The Technical Memorandum on Task 4 — Population and a recommended per-capita water demand that and Demand/Flow Projections provides more details was established based on an analysis of historical on the potable water system population and demand water usage. A per-capita water demand of 150 gpcd projections. Collier County Master Plan 3-2 August 2015 3.1.3 Gap Analysis 2028 according to Exhibit 3-3. The OTWTP capacity is not included in analyzing the surplus or deficit. The potable water system gap analysis identifies the differential, whether a surplus or deficit, between the WTP components at each facility such as degasifiers, CCWSD's existing potable water system facilities and chemical feed systems, piping, pumping, etc. need to the projected potable water demands. The potable be evaluated for reliability during design phases of water system facilities that were evaluated under this proposed expansions. Any upgrades or gap analysis include the following: replacement/expansions that may be necessary to maintain existing rated plant capacity must also be ■ Water Treatment Plant Capacity considered and scheduled at appropriate times ■ Raw Water Supply Capacity (wellfield capacity through the planning period. and raw water allocation) Exhibit 3-3:WTP Capacity Gap Analysis ■ Storage Capacity .- 60 , 55 ^. The Technical Memorandum on Task 5 — Existing 50 Treatment Capacity Evaluation and Gap Analysis 45 provides more details on the potable water system gap 40 � analysis. 35 30 M3DD 3.1.3.1 Water Treatment Plant Capacity 25 2D --Existing Reliable WTP Capacity(MGD) As indicated in Section 2 of this report, the permitted 13 'Existing Constructed WTP Capacity(MG D) treatment capacity of the CCWSD WTPs is 52.O MGD = N �, o M a ' 88 8 8 5 8 8 8 8 8 8 8 5 8 8 5 8 8 5 5 8 8 8 8 8 N N N N N N N N N N N N N N N N N N N N N N N N N y; including 20.0 MGD at the NCRWTP and 32.0 MGD at the SCRWTP. The total operational treatment capacity of the CCWSD's potable water system is 48.0 MGD assuming that a 4.0 MGD lime softening reactor/clarifier is out of service. The M3DD is used in lieu of MDD when evaluating The total combined operational capacity of the water operational treatment plant capacity, because the treatment facilities must be able to meet the M3DD. CCWSD water system has sufficient potable water Therefore, comparing the CCWSD potable water storage available to offset peak hour demands. system total operational treatment capacity of 48.0 MGD to the potable water system projected M3DDs If the CCWSD continues to adhere to the Ten States shows that the estimated M3DD will exceed the Standards requirement for potable water storage, it will existing WTP total operational capacity by the year always have at least one day of average demand 2028. Exhibit 3-3 presents a chart showing the available to offset peak demands. Given this projected potable water M3DDs against the total additional storage, peak demands can be handled in operational capacity and total constructed capacity. lieu of expanding treatment capacity to meet MDD. If the CCWSD does not expand storage in 2026, then Approximately 5.4 MGD of additional treatment the standard for potable water treatment capacity capacity is required to meet the projected potable should be changed back to MDD. water system demands through the year 2034. Additional treatment capacity will start to be needed in Collier County Master Plan 3-3 A:COM August 2015 3.1.3.2 Raw Water Supply Capacity raw water treatment processes would be fully �- 3.1.3.2.1 Raw Water Allocation utilized prior to brackish raw water treatment processes would result in a need to increase the The total annual average raw water allocation per the fresh groundwater allocation to 32.68 MGD. SFWMD CUP is 55.53 MGD. The permit limits the use of fresh groundwater resources to 26.5 MGD and u An expansion of 6.0 MGD treatment capacity brackish water to 29.03 MGD (35.52 MGD with (required to meet the projected M3DD through the overlap). Limiting condition 5 of the SFWMD CUP year 2034) using a brackish groundwater allows for an allocation up to 26.5 MGD from fresh treatment process would not require any increase groundwater resources through September 29, 2036. in fresh groundwater or brackish groundwater allocation. An analysis was completed to evaluate the necessary raw fresh groundwater and brackish groundwater 3.13.2.2 Wellfield Capacity required to produce potable water to meet projected Based on the Public Utilities Division Reliability demands. This analysis considered the various water Guidelines, February 2006, the operational capacity of treatment processes at the NCRWTP and SCRWTP a wellfield must include additional capacity equal to 20 and their respective recovery efficiencies. The required percent of the raw water requirement for the Tamiami raw water (fresh or brackish) to produce potable water wellfield (fresh groundwater resource) and 33 percent to meet projected potable water demands was then of the raw water requirement for the Hawthorn compared to the SFWMD CUP raw water allocation. wellfields (brackish groundwater resource). The results of this comparison are summarized below: Approximately 31.79 MGD (26.5 MGD fresh raw ■ The CCWSD fresh groundwater and brackish groundwater requirement X 1.20) of fresh groundwater groundwater permitted allocation from SFWMD well capacity is required to provide 24.0 MGD of provides sufficient quantities of raw water to meet potable water. Similarly, 49.65 MGD (37.33 MGD the year 2034 annual average projected demands brackish raw groundwater requirement X 1.33) of of 41.08 MGD provided the following conditions brackish groundwater well capacity is required to are met. provide 28.0 MGD of potable water. The existing wellfields total permitted capacity are 44.93 MGD and • Fresh raw water treatment processes at both 96.91 MGD for the fresh groundwater and brackish WTPs to produce 24.0 MGD of potable water groundwater wellfields, respectively. The existing (requiring 26.5 MGD of fresh groundwater) are wellfields total constructed capacity based on the fully utilized prior to brackish raw water CCWSD's inventory, which does not include proposed treatment processes. wells or inactive wells, is 37.09 MGD and 60.59 MGD • Brackish raw water treatment processes at for fresh groundwater and brackish groundwater both WTPs to produce 17.08 MGD of potable wellfields, respectively. Expansion of the wellfield water (requiring 22.77 MGD of the brackish capacity by 6 MGD would be required using one of the groundwater allocation)are utilized. following two alternatives: u An expansion of 6.0 MGD treatment capacity • An expansion of 6.0 MGD treatment capacity (required to meet the projected M3DD through the (required to meet the projected M3DD through the year 2034) using a fresh groundwater treatment year 2034) using a fresh groundwater treatment process would require an additional 2.12 MGD of process would require 6.18 MGD of additional fresh groundwater allocation. Assuming the fresh fresh groundwater wellfield constructed capacity Collier County Master Plan 3-4 A:COM August 2015 based on the CCWSD's inventory. (No additional 2008 Master Plan for Collier County recommended groundwater wellfield permitting is required). that finished water storage volume be based upon 100 percent of the MMDD. ▪ Alternatively, an expansion of 6.0 MGD treatment capacity (required to meet the projected M3DD Any recommendations for increasing finished water through the year 2034) using a brackish storage to meet operational standards must also groundwater treatment process would not require consider the impacts on water age in the distribution any additional well construction or permitting. system and overall water quality. It is therefore recommended that the criterion identified in the Ten ■ A hybrid expansion of 6.0 MGD treatment capacity States Standards be used where finished water using 4.0 MGD of fresh groundwater treatment storage volume should equal AADD plus fire flow process (one lime softening reactor/clarifier) and requirements. This criterion exceeds the FDEP Rule 2.0 MGD of brackish groundwater treatment 62-555 criterion, and will provide storage to meet an process (one RO skid) could be accomplished average day demand and fire demand for one hour without additional well construction or permitting. should unexpected outages of treatment capacity occur. Existing constructed usable storage in the Summary of Raw Water Supply and Permit Allocations CCWSD's potable water system is 34.80 MG (as Needed for Future 6 MGD Treatment Plant Expansion noted in Table 2-4). With the projected increase in annual average daily demands from 2013 (24.67 Treatment Additional Raw Additional* MGD) to 2034 (41.08 MGD), it is estimated that an Process Source Water Allocation Wellfield additional constructed storage capacity of Water Requirement Constructed approximately 7 MG is needed in order to meet the Capacity recommended storage requirement. Additional storage Fresh 6.18 MGD 2.12 MGD will start to be needed in 2024. Groundwater — s Additional Potable Water Storage Required Brackish 0.0 MGD 0.0 MGD by 2034 = 7 MG (Starting in 2024) Groundwater *Requirements for wellfield constructed capacity are based on the County's inventory.No additional groundwater wellfield constructed capacity is needed based on SFWMD permit. 3.1.3.3 Storage Capacity Various reference standards outline criterion for water system storage facilities. The "Recommended Standards for Water Works 2012" (referred to as Ten States Standards) recommends that finished water storage facilities be sized for AADD plus fire flow requirements. FDEP Rule 62-555, "Drinking Water Standards, Monitoring and Reporting" states that finished water storage capacity (excluding storage capacity for fire protection) should be at least 25 percent of the systems maximum day demand. The Collier County Master Plan 3-5 AZCOM August 2015 3.2 Wastewater System 3.2.2 Projected Flows 3.2.1 Population Projections The wastewater system annual average flow projections are estimated using population projections For the wastewater system projections, the population included both the CCWSD and the OTCU service areas. The CCWSD provided wastewater service to AADF = Population X Per-Capita Demand around 54 percent of Collier County's population in 2010 (based on permanent population). According to and a recommended per-capita wastewater flow, the population projections, the wastewater service area permanent population increased from 174,054 to which was established after an analysis of historical wastewater flows. A per-capita wastewater flow of 100 283,102, while the peak seasonal population increased from 208,864 to 339,723 from 2010 to 2034. gpcd is used as the LOSS for this Master Plan (refer The build-out (BO) permanent population estimate for Section 2). the wastewater service area is 300,213. Exhibit 3-4 The wastewater system maximum month flow presents the wastewater service area projected projections and M3DF projections are estimated based population for the 20 year planning period of this on AADF increased by peaking factors of 1.2 and 1.5, Master Plan, and build-out. respectively (refer to Section 2.2.2). Exhibit 3-5 presents the graphical representation of the projected Exhibit 3-4:Wastewater System Population Projections AADF, MMDF, and M3DF for the CCWSD wastewater system through the year 2034 and build-out. 35°,0°° 330,000 310 ■Permanent Population Based on these projections, the projected wastewater •Peak Season Population 1111111 Q 290,000 system flows will increase by 44.5 percent from the 270000 ' E year 2014 through 2034 and by 53.2 percent from the X0'0°° 1111111 year 2014 through build-out (based on AADF). 0.230 000 210,000 F1 ' 190,000 170,00011M-1111 150,000 11111111 N s 8 S N s N N N S N N N N N N S A N N r N N Permanent Population (2010) = 174,054 Permanent Population (2034) = 283,102 Permanent Population (BO) =300,213 Collier County Master Plan 3-6 A. COM August 2015 provides greater detail on the wastewater system gap Exhibit 3-5:Wastewater System Flow Projections analysis. 4 50- —M3DF 3.2.3.1 Wastewater Treatment Plant Capacity —MMDF —AADF 40- —95%of Minimum Month ADF As indicated in Section 2 of this report, the permitted 35- treatment capacity of the CCWSD WWTPs is 40.1 a 6 MGD including 24.1 MGD at the NCWRF and 16.0 30 MGD at the SCWRF. The constructed capacity and 11 25 a r the operational capacity for the WWTPs is 40.1 MGD. 20 15- The total capacity of the wastewater treatment plants 10 must be able to meet M3DFs based upon operational op“p "ssosooss °si; gososossRiV,g N N N N N N N N N N N N N N N N N N N N N A A ” " i peak flow experience and data. The CCWSD uses the M3DF, in lieu of the MMDF, to determine wastewater treatment plant capacity requirements so MMDF =AADF X 1.2 that the plants can more reliably handle peak wastewater flows and loads. Since the CCWSD has M3DF=AADF X 1.5 plans to increase the conveyance capacity of the interconnection between north county and south county service areas, the evaluation of the treatment plant capacity required was completed on a system- 2014 19.59 23.51 29.39 wide basis. Therefore, comparing the CCWSD 2034 28.31 33.97 42.47 wastewater system total treatment capacity of 40.1 MGD to the wastewater system projected M3DFs BO 30.02 36.03 45.03 shows that on a system wide basis an additional 4.9 MGD of treatment capacity is required to meet the projected wastewater system flows through the year The Technical Memorandum on Task 4 — Population 2034 and build-out. Additional treatment capacity will and Demand/Flow Projections provides greater detail start to be needed in 2030 according to Exhibit 3-6. on the wastewater system population and flow Exhibit 3-6 presents a chart showing the projected projections. wastewater M3DF against the total treatment capacity. 3.2.3 Gap Analysis If the additional conveyance capacity of the The wastewater system gap analysis identifies the interconnection between the north and south service differential, whether a surplus or deficit, between the areas is not provided, then NCWRF has enough CCWSD's existing wastewater system facilities and capacity to meet the projected wastewater system the projected wastewater flows. The OTWWTP demands through the year 2034 and build-out. capacity is not included in analyzing the surplus or However, the SCWRF would require an additional deficit. capacity of about 5.6 MGD to meet the projected wastewater system demands through the year 2034 The Technical Memorandum on Task 5 — Existing and build-out because the CCWSD has agreed that no Treatment Capacity Evaluation and Gap Analysis further expansion of this facility will occur, this scenario is informational only. Collier County Master Plan 3-7 ACOM August 2015 In lieu of expanding the SCWRF, 5.6 MGD of 3.3 IQ WATER SYSTEM additional collection system conveyance capacity will be required by build-out to move flows from the South The CCWSD's existing IQ water availability is primarily to the North Service Area. This additional conveyance determined based on the quantity of treated effluent is needed starting in 2021 when the SCWRF begins to from its WRFs. Due to the seasonal fluctuation of WRF exceed its treatment capacity. effluent flows, the availability of IQ water is based upon 95 percent of the minimum monthly effluent flow. Since IQ water demand is currently greater than the Exhibit 3-6:WWTP Capacity Gap Analysis available effluent, the CCWSD currently supplements 50 their IQ water supply from fresh groundwater 45 wellfields. These wells currently can provide up to 3.8 40 - MGD of additional water that is added to the IQ water 35 distribution system. The total allocation included in the 30 2s April 2014 SFWMD CUP is 9.23 MGD. 2 20 Although meeting customer demands is currently an 15 - - -TOal WRF Mpdty issue, CCWSD plans to expand their IQ system as the 10 -NeWWRFM3ur - - -NCIVRFCap.city wastewater system expands and additional effluent is 5 -DIWRF ensue - - -SCWRF Capacity available for IQ water. Dual piped distribution systems O N N M eM N n OD S O H N M eM N b n CO CM O N N 8888888888222222222222222 are the key to the expansion of the IQ water system, N N N N N N N N N N N N N N N N N N N N N N N N N which have separate distribution systems for potable water and irrigation. Since 2002, new planned unit Additional WWTP Capacity Requirement by developments are required to install dual distribution BO =4.9 MGD* (Starting in 2030) systems through Collier County's ordinances. For developments prior to 2002, a separate IQ water system would need to be constructed to connect them to the IQ service area. Total Collections Conveyance Capacity 3.3.1 Future IQ Water Availability (South to North) The future IQ water availability is estimated as the sum Requirement by BO-5.6 MGD of 95 percent of the minimum monthly ADF at the (Starting in 2021) WRFs and supplemental fresh water from groundwater production wells and ASR wells. The minimum month average daily flow is based on AADF reduced by a peaking factor 0.8, which was established based on CCWSD's historical wastewater flows from 2001 through 2013. Exhibit 3-7 presents the future IQ water availability by the year 2034. Collier County Master Plan 3-8 A_COM August 2015 Exhibit 3-7:Future IQ Water Availability by year 2034 3.4 Potential CCWSD Boundary Expansion Asa The Public Utilities Master Plan is based on permanent population projections for the period 2013 through 2034, and build-out. The population projections are also based on the potable water and wastewater Production Reclaimed service areas for customers within the existing Wells Water (MGD): (MGD): CCWSD boundary. The population projections and 9.23 2132 projected potable water demands and wastewater flows could be impacted by the potential expansion of the CCWSD service area. The CCWSD can only provide service within the Water-Sewer District boundary and does not include Total 35.75 MGD the following adjacent utilities: The CCWSD has opportunities to increase its IQ water ■ City of Naples Public Utilities supply through utilization of ASR systems. Increased IQ water supply would help reduce utilization of s Florida Government Utility Authority (FGUA), potable water for irrigation (non-potable) applications, Golden Gate Utility System and potentially reduce the CCWSD's total potable water demand. It would also result in progress a Bonita Springs Utilities, Inc. towards attaining a target 60:40 ratio of IQ water demand to potable water demand, which is the ■ Marco Island Public Utilities ultimate objective. Exhibit 3-8 shows a graphic illustrating the twenty year target ratio. The development of the Master Plan did not consider expansion of the CCWSD boundary to include service for these utilities. However, there potentially could be Exhibit 3-8:20 Year Target Ratio for IQ Water Total an opportunity to provide service to some of these Usage and Potable Water Total Usage utilities through regionalization and/or expansion. The FGUA was formed in 1999 as a legal and public body pursuant to Chapters 125, 163, 166 of the Florida Statutes. The FGUA's mission focuses on providing frotable 60' , critical water and wastewater services and 40% / I II Y infrastructure to customers in various Florida counties. The systems currently serviced by FGUA include the f , Golden Gate Utility System in Collier County. The !� FGUA was established to provide ownership and operation of distressed utilities until such time as a local government/utility is able to take it over. The The Technical Memorandum on Task 5 — Existing CCWSD could at some time annex the Golden Gate Treatment Capacity Evaluation and Gap Analysis Utility System. provides greater detail on the future IQ water availability. Collier County Master Plan 3-9 A COM August 2015 Currently, the CCWSD provides potable water service to Goodland by purchasing bulk potable water from Marco Island Utilities. Goodland is located on the eastern portion of Marco Island. Conversely, Marco Island Utilities provides potable water service to Marco Shores by purchasing bulk potable water from the CCWSD. Marco Shores, also known as Hammock Bay, is located on the mainland, near Isles of Capri. It is possible that at some time in the future the CCWSD could serve Marco Shores directly, and the Marco Island Utilities could serve Goodland. Another possibility for CCWSD boundary expansion is growth. The future Town of Big Cypress, which is proposed to be located east of Golden Gate Estates in Collier County, has the potential to add 9,000 customers, with corresponding commercial development to support the community. Although development of the Town is still in the initial planning phases, it is recommended the CCWSD monitor the progress and evaluate the potential for expanding of the water and wastewater service area boundary to include the Town. The CCWSD currently does not provide water and wastewater service to the Golden Gate Estates. The homeowners in the Estates are responsible for their own potable water supply wells and on-site treatment systems, and septic tanks for wastewater disposal. Since the Estates are comprised of large parcels (typically 5, 2.5, and 1.25 acre lots) it may not be economically feasible to serve this area. However, as the Estates become more fully developed the CCWSD may consider expansion to include this area. It is recommended that the CCWSD regularly update the Public Utilities Master Plan. In addition to reviewing and updating the LOSS for potable water demand and wastewater flows, the Plan should consider potential expansion of the CCWSD boundary. Collier County Master Plan 3-10 Section Identifying Recommended Capital Improvements This Section analyzes the impact of increased Y p future demands/flows on the CCWSD's potable water, wastewater, and IQ water systems; identifies system deficiencies; and recommends improvements to achieve the CCWSD's level of service standards. ACOM August 2015 4 Identifying Recommended Capital Improvements • 10 Year Planning Period (CIP) • 20 Year Planning Period Recommended capital improvements support the CCWSD's mission to achieve compliance with facility operating permits, applicable laws, rules, and regulations. The Capital Improvement Program includes recommended infrastructure upgrades to address consistency with the water program policy, continued system optimization, conservation of potable water, beneficial WRF effluent reuse, and environmental sustainability through good water treatment, distribution, waste collection, reuse, and disposal practices. 4.1 Level of Service Standards (LOSS) utilized to develop a prioritized list of capital improvements. Level of Service Standards (LOSS) identify planned per-capita demand/flow and operational standards and Tables 4-1, 4-2, and 4-3 present recommended LOSS goals. These standards are established to provide a and goals for CCWSD's potable water system, basis for determining demand/flow generated by a wastewater system, and IQ water system, respectively. planned development, the availability of facility The Technical Memorandum on Task 8 — Level of capacity, and a basis to measure the overall Service Standards provides greater detail on the performance of the utility service provided. development of LOSS. The Master Plan includes a baseline assessment of 4.2 Guiding Principles the CCWSD's LOSS for per-capita demand/flow; a review of LOSS and goals from other utilities; The CCWSD Utilities Standards Manual was prepared recommendations for LOSS and goals, a service gap to guide the design and construction of potable water, analysis; and a risk analysis of current practices and IQ water and wastewater system improvements to levels of service. The results of the LOSS analysis in Collier County Public Utility Infrastructure. The Utilities n conjunction with water quality goals, treatment Standards Manual is continuously reviewed for best requirements and available water resources were engineering practices, and the last update was Board Collier County Master Plan 4-1 -- — I ttrir ' .co 0 U mph ..,g e.,e.d."4- 1 Om° m° co z D I� . Din qi C z i Co 0M N OvD v �oZ A 1 1 0 �� ^I zmm !� TNOG M m r - 0piim A m ; 1 A.:C®M August 2015 Table 4-1: Potable Water—Level of Service Standards and Goals Per-Capita Demand' 150 gpcd for Annual Average Day Demand Treatment Plant 2.3,6 Process Design Basis 9 Maximum 3 Day Demand when sufficient potable water storage is available to off set peak demands Distribution System Fire Flow Demand-Residential4 1,000 gpm for duration of 1 hour Fire Flow Demand-Commercials 1,500 gpm for duration of 1 hour Annual Average, Max Day and Peak Hou4 50 psi (minimum), 90 psi (maximum) Demand Operating Pressure Max Day plus Fire Demand Operating Pressure4 40 psi Annual Average, Max Day and Maximum Velocity in Pipe4 7 fps Peak Hour Maximum Velocity in Pipe 4 8 fps Reliable Distribution System Greater than one transmission main to serve areas Water Quality''8 Comply with Federal and State of Florida Safe Drinking Water Act Standards Reliability Goals F________ Operational Treatment Plant Capacity2'3'6 Capacity with one of the largest units out of service Operational Capacity from Fresh Groundwater Additional 20 percent of supply requirement10 Source-Tamiami Wellfield Operational Capacity from Brackish Groundwater Additional 33 percent of supply requirement10 Source-Hawthorne Wellfields Operational Storage Capacity Minimum operational storage capacity is equal to AADD plus fire requirements, plus meeting water quality standards Reliability Requirements for mechanical and electrical equipment's's Varies References 1. Technical Memorandum on Task 4, Population and Demand/Flow Projections(2014);and CCWSD input 2. Collier County Government Public Utilities Division Reliability Guidelines(February 2006) 3. EPA-430-99-47-001 Design Criteria for Mechanical,Electric,and Fluid System and Component Reliability 4. Collier County Water Model Standard Protocol,Draft,February 2013,p.27-28 5. 2008 Collier County Public Utility Master Plan 6. Technical Memorandum on Task 5,Existing Treatment Capacity Evaluation and Gap Analysis(2014) 7. FDEP Rule Chapter 62-555 Drinking Water Standards,Monitoring,and Reporting 8. Technical Memorandum on Task 7,Water Quality and Treatment Evaluation(2014) 9. CCWSD requirement when sufficient potable water storage is available. 10. The supply requirement is based upon the design capacity of the water treatment plants and the amount of raw water required to produce finished water. r Collier County Master Plan A, COM August 2015 Table 4-2:Wastewater Level of Service Standards and Goals Per Capita Demand I 100 gpcd for Annual Average Day Treatment Plant 2'3's Process Design Basis 7 Maximum 3 Day Flow Conveyance System Minimum Scour Velocity 2 2 fps Maximum Velocity 3 6 fps Effluent Quality 6 Comply with FDEP Permit Requirements Reliability Goals Operational Treatment Plant Capacity 4'5 Capacity with the largest treatment unit or tank out of service Operational Treatment Plant Hydraulic Maximum 3-Day Flow with flow equalization. Capacity Operational conveyance 3 Multiple conveyance opportunities(flexibility for rerouting flows) Operational Capacity for Deep Injection Maximum 3-Day Flow Well for Effluent Disposal Reliability Requirements for mechanical& Varies electrical equipment References 1. Technical Memorandum on Task 4,Population and Demand/Flow Projections;and CCWSD input 2. FDEP and 10 States Standards 3. CCWSD Staff input 4. EPA-430-99-47-001 Design Criteria for Mechanical,Electric,and Fluid System and Component Reliability. 5. Collier County Government Public Utilities Division Reliability Guidelines(February 2006) 6. FDEP Rule Chapter 62-600 Domestic Wastewater Facilities 7. CCWSD requirement exceeds FDEP guidelines(treatment process design based on Maximum Month Daily Flow)in order to treat peak flows and loads more reliably. Collier County Master Plan 4-3 ACOM August 2015 Table 4-3: IQ Water Level of Service Standards and Goals IQ Water Demand 2 1-inch/acre/week for irrigable areas Targeted percent of Beneficial Reuse 3 100 percent of WRF Effluent Targeted percent of Potable Water and IQ Potable Water=40 percent of Total Demand Water with Respect to Total Demand IQ Water=60 percent of Total Demand (Potable+IQ) IQ Plan for Future Customers 4 Control future demands to match available reliable supply IQ Water Distribution System Minimum Pressure 5 45 psi downstream of customer meter Annual Average, Max Day, Maximum Velocity in Pipe 5 7 fps Peak Hour Maximum Velocity in Pipe 5 8 fps Water Quality Comply with Regulatory and Permitting Requirements Reliability Goals Operational Capacity from Fresh Groundwater Source 1, Additional 20 percent of supply requirement Operational Capacity from ASR TBD;standards vary Operational Capacity from WRF effluent(for IQ 95 percent of(0.80 x AADF) water supply) Operational Capacity for Process Treatment 1'6 Capacity with the largest treatment unit out of service Reliability Requirements for Varies mechanical&electrical equipment References: 1. Collier County Government Public Utilities Division Reliability Guidelines(February 2006) 2. Per Collier County IQ Water Dept.Noted in TM 4—Population and Demand/Flow Projections 3. Per Collier County IQ Water Dept.Noted in TM 3—Water Resources Evaluation 4. Per Collier County IQ Water Department 5. IQ Water Model Standard Protocol report submitted with IQ water model 6. EPA—430-99-47-001 Design for mechanical,electric,and fluid system and component reliability 7. FDEP Rules Chapter 62-610 Reuse of Reclaimed Water and Land Application Collier County Master Plan 4-4 LEGEND 44 WELL STORAGE _ WELL r PONDS WITH T vs��u�'�� CAPCITY C PUMP WELL 6 daft. GROUND W I TH IR C T WITH CAPCITY WELL 5 FLOW CONTROL VALVE WELL 4 LMNGSTON WELL ROAD STORAGE 3 WELLFIELD REUSE PUMP P STATION 7 MG WELL IMMOKALEE ROAD WELLFIELD 3,325 GPM 2 - (MULE PEN QUARY WELLFIELD) EAC irI WELL R IR 1 IR NORTH COUNTY �I WELL 1 WELL 2 WELL 3 WELL 4 WELL 5 WELL 6 WRF 1 (24.1 MGD MMADF CAPACITY) II PEUCAN MARSH PUMP STATION 11,800 GPM EACH) t y. NORTH SERVICE AREA PELICAN BAY BOOSTER PELICAN BAY (2,300 GPM) (880 GPM EACH) PELICAN BAY TANKS 1'II � 1 MG 'X PELICAN 11' MG MG BAY 1 MG — MG FOXFIRE TANK MG __ FOXFIRE B (2,225 GPM EACH COUNTRYSIDE TANK m T 0.9 - MG GLADES TANK 2.0 ' SOUTH SERVICE AREA GLADES BS MG (2,225 GPM EACH) GLADES ROYAL PALM TANK -Tfi STORAGE 14 i MG D 7 O S MG ROYAL PALM BS RECLAIMED WATER PUMPS (4,400 GPM EACH) 150 GPM 1� ROYAL 4 oI SOUTH COUNTY I'�j PALM WRF 600 GPM 'll (16 MGD MMADF 11 1 1'1 CAPACITY) 600 GPM Collier County Public Utilities Master Plan CO:tker County Existing Irrigation Quality Exhibit 4-4 A: m Water System Schematic A:COM August 2015 approved in December 2013. In addition, the Historical effluent water quality for the CCWSD's CCWSD's Public Utilities Division Reliability wastewater system was reviewed and no water quality Guidelines, February 2006, establishes requirements treatment issues were observed at any of the for the CCWSD to be consistent with EPA 430-99-47- CCWSD's wastewater treatment facilities. The 001. The identification of capital improvements for this historical Daily Monitoring Reports (DMRs) indicated Master Plan was completed in accordance with the that the WRFs meet or exceed the treatment permit guiding principles described in the CCWSD Utilities requirements for its current end-uses. Standards Manual and the Reliability Guidelines. The Technical Memorandum on Task 7 — Water 4.3 Water Quality and Treatment Quality and Treatment provides greater detail on the water quality goals, wastewater effluent water quality The Master Plan included an evaluation of existing goals and treatment options for each potential water water and wastewater treatment facilities, resource and its end use. Based on these goals and establishment of water quality goals for potable and treatment options, recommendations were made to non-potable water use and the development of a optimize the CCWSD water supply while effectively treatment technologies matrix to be utilized when meeting future demands at build-out. recommending the development of additional water resources as a part of the CCWSD's capital The following are recommended strategies to expand improvements program. water supply in order to meet future demands. These strategies support the CCWSD's mission to achieve Water quality goals for the potable water system were compliance with facility operating permits, and recommended to establish a level of quality necessary applicable laws, rules, and regulations. for each potential water resource. Regulatory standards and consumer expectations for aesthetic Potable Water System: water quality were key considerations on the establishment of these water quality goals. • Continue brackish groundwater utilization as an alternative water supply Historical water quality for the CCWSD's potable water system was reviewed and no significant water quality • Secure additional fresh groundwater allocations, if treatment issues were observed at any of the possible CCWSD's water treatment facilities. The CCWSD ■ Implement uniform finished water quality goals produces high quality potable water at each of its WTPs. The historical Monthly Operating Reports Wastewater System: (MORs) and consumer confidence reports (CCRs) indicated that the treatment plants met the water a Maximize reclaimed water production suitable for quality goals and Maximum Contamination Levels public access reuse (MCLs)for compliance with the State and Federal Safe Drinking Water Act(SDWA). • Minimize effluent disposal via deep well injection by 100% beneficial reuse The water quality standards established for wastewater effluent depends on the specific discharge use such as IQ Water System: land application, deep well injection, surface water discharge, or reuse. • Meet existing IQ water contractual commitments. Collier County Master Plan 4-5 A COM August 2015 • Achieve 60:40 target ratio [where IQ water is 60 demand projections provided as part of this Master percent of the total demand (IQ water + potable Plan. The hydraulic model was used to analyze future water demand) and potable water is 40 percent of demands for the years 2019, 2024, and 2034/build-out the total demand] to off-set potable demand and conditions using the demand scenarios identified in conserve fresh groundwater supply. Table 4-4. Design criteria used to identify potable water system deficiencies included fire flow demands, • Maximize use of installed IQ water distribution operating pressures, pipe velocities and storage capacity. capacity as noted in Table 4-1 Level of Service Standards and goals. A schematic of the existing • Utilize ASR systems for IQ water storage to meet potable water system is shown in Exhibit 4-1. peak dry season flows, including the following: • Expand existing fresh groundwater Table 4-4: Demand Scenarios for Potable Water System Hydraulic Modeling ASR system • Develop surface water supply ASR system Demand Scenario 1 Annual Average Day Demand • Develop reclaimed water ASR system Demand Scenario 2 Max Day Demand(Extended Period Simulation) 4.4 Hydraulic Modeling Tools Demand Scenario 3 Max Day plus Fire Flow Hydraulic modeling was performed to evaluate the Demand Scenario 4 Peak Hour impact of projected growth on the CCWSD's potable water, wastewater, and IQ water systems. The The potable water system hydraulic model analysis CCWSD's existing calibrated hydraulic models were included an evaluation of high service pumping used to identify recommended improvements for capacity, availability of system storage and distribution meeting the projected demands/flows through the year system available pressure and flow capacity. The 2034 and build-out. The hydraulic modeling tools results of the analysis are outlined below: included the following: • Evaluation of the high service pumping capacity in • Potable Water System Hydraulic Model — built in the CCWSD's potable water system indicated that Bentley's WaterGEMS Version V8i (Series 3) adequate capacity is available to meet year 2034/build-out demand for peak hour conditions. • Wastewater System Hydraulic Model — built in Bentley's SewerGEMS Sanitary Version V8i a Evaluation of the available storage in the (Series 3) CCWSD's potable water system indicated that additional storage of approximately 6 MG is • IQ Water System Hydraulic Model — built in needed by the year 2034. Bentley's WaterGEMS Version V8i (Series 3) • Evaluation of the CCWSD's potable water 4.4.1 Potable Water System Hydraulic Modeling distribution system piping for flow and pressure requirements identified a series of piping The existing potable water system hydraulic model infrastructure improvements needed during fire included scenarios for current conditions simulating the flow conditions. year 2012 demands. The model was updated for future planning conditions based on available population data from Traffic Analysis Zones (TAZ) and potable water Collier County Master Plan 4-6 ACOM August 2015 4.4.1.1 Alternatives for Potable Water Treatment s 2019 Capacity Expansion ■ 2024 Section 3 of this Master Plan identified that 6.0 MGD of additional treatment capacity is required to • Build-Out accommodate potable water system future growth through the year 2034 and build-out. The following are Design criteria utilized in the hydraulic analysis of the recommended alternatives for potable water system wastewater system included velocity criteria as noted treatment capacity expansion: previously in Table 4-2, as well as the criterion to maintain existing system operating pressures. • Alternative 1: Installation of a new 4.0 MGD LS reactor at SCRWTP and installation of a new 2.0 When completing the analysis, system flows were MGD treatment unit at the NCRWTP estimated to be 60 percent of the peak hour flows because 100 percent of the pump stations do not • Alternative 2: Construction of a new 6.0 MGD typically operate simultaneously. Also, the Hazen and LPRO treatment system at SCR.AITD 'vvnuams friction loss coefficient for the existing system piping was established to be 80 (as identified in the • Alternative 3: Construction of a new 6.0 MGD validated hydraulic model) and set equal to 130 for NERWTP using LPRO treatment process new piping. Several factors make construction of a new water The CCWSD's wastewater system was analyzed using treatment plant located at the Northeast Facility the the hydraulic model to evaluate the following preferred alternative to meet the year 2034 condition. conditions: It is anticipated that any treatment process expansion would utilize brackish groundwater, since it is • Improvements required to accommodate northeast considered unlikely that the CCWSD would be granted wastewater service area (NEWWSA) future an increase in their fresh groundwater allocation. In developments addition, there is limited space at the existing WTPs for expansion of 6.0 MGD treatment capacity using a • Improvements required for diverting wastewater brackish groundwater treatment process. A new flows, which exceed the SCWRF plant capacity of brackish groundwater wellfield has already been 16 MGD, from the South County wastewater planned to provide raw water to the NERWTP. The service area to the North County wastewater CCWSD also currently has the design complete for the service area new NERWTP that could meet the year 2034 and build-out condition demands. 4.4.2.1 Analysis to Accommodate NEWWSA Future Developments 4.4.2 Wastewater System Hydraulic Modeling The CCWSD has the following planned developments The CCWSD's wastewater system hydraulic model in the northeast part of its wastewater service area: was constructed in the year 2012 and was validated in the year 2013 to represent current conditions based on * The Heritage Bay planned unit development and observed operating data. other proposed developments north of lmmokalee Road, which will require the construction of a new The wastewater system hydraulic model analysis was Heritage Bay Master Pump Station (MPS). performed for the following future planning years: Collier County Master Plan 4.3 A`COM August 2015 Potential addition of OTUC customers to the that are required to transfer projected wastewater flows CCWSD including 1) the existing Twin Eagles from the NEWWSA to the NCWRF. development located north of Immokalee Road, 2) the proposed Twin Eagles development located 4.4.2.2 Analysis for Diverting Flows from South south of Immokalee Road, 3) the Orange Blossom County to North County Wastewater Service Area Ranch development located north and south of Oil Well Road and 4)the existing Orange Tree Utilities Based upon the wastewater flow projections and gap customers. analysis for each water reclamation facility, it was determined that the NCWRF has sufficient capacity to As part of the hydraulic modeling analysis, the meet build-out conditions. However, in the year 2021 projected wastewater flows from future development in the SCWRF will reach its operational capacity, and by the NEWWSA, west of Heritage Bay MPS are build out the SCWRF operational capacity will be assumed to be conveyed to the CCWSD's MPS 107.00 exceeded by 5.6 MGD. The wastewater flow and then re-pumped to the NCWRF. Projected projections that were developed as a part of this wastewater flows from future developments located Master Plan show, that diverting flows up to a east of Heritage Bay MPS are assumed to be maximum of 2.7 MGD (on a M3DF basis) from the conveyed to the CCWSD's MPS 104.00 via a new South County Wastewater Service Area to the North force main that would extend along Immokalee Road, County Wastewater Service Area, starting in the year Logan Boulevard, and Vanderbilt Beach Road. Flows 2021 could delay the need for a treatment plant from MPS 104.00 would then be re-pumped to the upgrade at the South WRF. However by the year 2028, NCWRF. there is a need for a system-wide plant expansion. -- Table 4-5 lists the MPSs and tributary wastewater Exhibit 4-2 presents a flow schematic for diverting projected wastewater flows from NEWWSA to the flows in the South County wastewater service area that NCWRF as described above. are recommended to be diverted to the North County wastewater service area. Exhibit 4-2:NEWWSA Projected Flows Schematic Table 4-5: MPSs in South County Service Area to be Diverted to North County Service Area NEWWSA FUTURE NEWWSA FUTURE DEVELOPMENTS DEVELOPMENTS * NCWRF 107.00 FLOW(WEST OF FLOW(EAST OF MPS Flow(gpm HERITAGE BAY MPS) HERITAGE BAY MPS) 305.00 517 309.00 416 104.00 310.00 245 The projected wastewater flows for the proposed 313.00 491 developments in the NEWWSA were determined 312.00 924 based on population projections provided with the CCWSD's Northeast Service Area Hydraulic Modeling Total Flow 2,593 Master Plan (2013). *Flows represent AADF to be conveyed from South to North The CCWSD's wastewater hydraulic system model was also used to identify the piping infrastructure Wastewater flows from MPSs 305.00, 309.00, and improvements and capacity expansion improvements 310.00 are proposed to be diverted to the North County wastewater service area via a new force main 4.g Collier County Master Plan A_COM August 2015 (West Interconnect) along Livingston Road from Radio 4.4.2.3 Alternatives for Treatment Capacity Road to Vanderbilt Beach Road. The proposed west Expansion interconnect would discharge flows to the existing 24- The wastewater gap analysis indicated that on a inch main along Vanderbilt Beach Road, which system wide basis 4.9 MGD of additional treatment transmits flow to the NCWRF. An in-line booster pump capacity is required to accommodate wastewater station is recommended at the intersection of the Radio system future growth through build-out. However, as Road and Livingston Road to pump wastewater flows noted in the proceeding paragraphs, wastewater flows along the proposed west interconnect. could be diverted from the south service area to the Wastewater flows from MPSs 312.00 and 313.00 are NCWRF so that the additional treatment plant capacity proposed to be diverted to the North County is not needed until the year 2028. wastewater service area via an existing 24-inch pipe Three alternatives for wastewater treatment expansion (east interconnect) along Santa Barbara Boulevard are identified, which would require some degree of flow from MPS 313.00 to MPS 104.00 on Vanderbilt Beach diversion from the south service area as follows: Road. Alternative 1: Expansion of NCWRF to 30.6 MGD Exhibit 4-3 presents a flow schematic for diverting flows from the South County wastewater service area II Alternative 2: Construction of the NEWRF (Site to the North County wastewater service area. and design exist). The CCWSD's wastewater hydraulic model was used ■ Alternative 3: Reactivate the CCWSD's Pelican to identify the piping infrastructure improvements and Bay Utility Site. (Requires 5 MGD of wastewater capacity expansion improvements that are required to membrane bioreactor(MBR)treatment capacity) divert South County wastewater service area flows to North County wastewater service area. It's recommended that a final decision be made on the wastewater treatment expansion after 2-4 years, when Exhibit 4-3:Schematic—Diverting Flows from South to North the direction and intensity of growth is better known. County Service Area As part of the Master Plan, other alternatives in lieu of flow diversion were identified that could address the SCWRF shortfall in treatment plant capacity. These alternatives are listed as follows: a Alternative 4: Re-rating of existing SCWRF to accommodate future flows through build-out. estinterconne , East Interconnect (Would likely require changing treatment technology from MLE to MBR). a Alternative 5: Construction of a new e 5.6 MGD SEWRF. (Would require land acquisition, permitting and design) Collier County Master Plan 4-10 ACCOM August 2015 It is also recommended that the CCWSD complete a the WRFs effluent available for reuse and therefore feasibility study for a scalping plant (MBR facility) that expand the IQ water customer base for the CCWSD. could provide operational flexibility, along with the proposed alternatives for treatment capacity expansion. The potential locations for the scalping plant are 1) Pelican Bay Utility site [MPS 109.00] and Exhibit 4-5:Schematic—Alternative Water Supply Options for 2) OTUC WWTP site IQ Water 4.4.3 IQ Water System Hydraulic Modeling The IQ water system hydraulic model uses current demand allocations (year 2012). The availability of IQ water is primarily dependent on treated effluent from the CCWSD's WRFs and available infrastructure for distribution. It is recommended that the CCWSD Supply expand the IQ water customer base as IQ water Options availability increases. Therefore, no updates were made to the existing IQ water system hydraulic model to represent future demand conditions. A schematic of the existing IQ water system is presented in Exhibit 4- 4. The IQ water system hydraulic model was used to identify areas within the CCWSD IQ water distribution 4.5 Recommended Improvements for network that were not maintaining a minimum of 45 psi Growth during the maximum day — peak hour — conditions. These analyses identified areas with operating A series of recommended improvements were pressures lower than the identified based upon the results of the hydraulic p proposed criteria. The proposed infrastructure improvements and upgrades modeling to handle projected growth in the CCWSD. that are recommended to improve the operating 4.5.1 Potable Water System pressure include increasing the size distribution mains in the northwest and southeast service area, and Table 4-6 summarizes the potable water system increasing the operating head of the IQ water pumps at recommended improvements. These improvements the Pelican Bay pump station. are recommended to handle the CCWSD's potable water system projected demands through 2034. In order to expand the use of IQ water and achieve a Exhibit 4-6 shows the location of the recommended target ratio of 60% for IQ water total usage and 40% potable water system pipe improvements. potable water total usage, the alternative water supply options shown in Exhibit 4-5 are recommended. 4.5.2 Wastewater System Consistent with these recommendations, the CUP was Table 4-7 summarizes the wastewater recommended revised to reflect a total allocation of 9.23 MGD, which improvements. These improvements are required to includes fresh groundwater wells at Foxfire and the handle the CCWSD's wastewater system projected SCWRF. The recommended alternatives can augment flows through build-out. Exhibit 4-7 shows the location of these improvements. Collier County Master Plan 4.11 AZCOM August 2015 Table 4-6: Potable Water System Recommended Improvements Required by 2034 Item Description Unit Quantity 1 3.5 Million Gallon Storage Tanks EA 2 2 New NERWTP MGD 6 3 8-inch diameter pipe LF 170,000 4 10-inch diameter pipe LF 18,250 5 12-inch diameter pipe LF 6,650 6 16-inch diameter DI pipe LF 16,500 7 20-inch diameter DIP pipe LF 4,400 Collier County Master Plan 4-13 A i , BONITA BEACH RD al I4 1 N } CR 665 ■ 2 1- III ID 91r - 1 all 1""1111k .U&I. • • gok, . pc) ill 7_ri. i IN' .';-1 W., 0 1.1.-9 .. S IIC.. ..._ , 1 : 4 111 .„, i,._ , ill NDALL sot". �RRA BLUEBIL 11T y�� i 4'��1� �\v'(: r Wiwi_ . CR 646 .- ,............ ALL BLVD. k1ILIitdisra it= „141 fi n < 411' m VII *, ' � o I ' irr , TP H �, A' sv ' GOLDEN GATE BLVD 41 i din. , %`'��, _ '�`DOE RO', _...._._.. 10 ' C � _ J GREEN RD LI VA w ti A D � m RD. 6 _ - F-L -. GOLDEN ' Y SCR•Y 1 P Iiiii er �,,,�. 7�7 1 �` c m w I �'-d „rt.""� sR 64 IS BLVD. 0.74-4 N., 'IN L !fit o s RV M' v an Ill 1�r,�1-I iv► TNo16Asso ,1! 11[111 `IL.. Legend _.-DRN • 167 , ,` ., h- Water Treatment Plant(WTP) .414 '� —Water Mains iy \�� 4, - " —Water Main Improvement: • `,. CCWSD Potable Water Service area 41 f ,� r' PLSS Section 6 s__ 0dL r if lill){as I . 1 inch=12,647 feet `_.� _ M 0 5,000 10,000 20,000 ,�r '-..,\ ;Feet - ► So 'r --sri,USGS, NOAA Source:Collier County, FDCT,BLM,and E SRI Collier County Public Utilities Master Plan Exhibit User:ihelkowski Co r VVVV•YYYnty Potable Water System Pipe Improvements A COM Date:August 2013 County:Collier Required by 2034 4-6 Table 4-7: Wastewater System Recommended Improvements Required by Build-Out Dp�cri rtio ' 11f1t Quantit A Recommended Improvements to meet Future Flow from NEWWSA Developments Construction of new pump station with a capacity of 2,500 1 New Orange Tree MPS gpm 2,500 "gpm to pump wastewater flow from OTUC customers and new developments to NCWRF 2 Twin Eagles MPS(additional capacity) gpm 500 Expansion of existing Twin Eagles MPS by 500 gpm to pump wastewater flow to NCWRF Construction of new pump station with a capacity of 900 gpm 3 New Heritage Bay MPS gpm 900 to pump WW flow from Heritage Bay development to NCWRF 4 12 inch diameter PVC pipe(Orange Tree LF 5,000 Pipe to connect new Orange Tree MPS to existing 16 inch NPS to existing sewer collection system) force main on Immokalee Road 5 8 inch diameter PVC pipe(Twin Eagles LF 5,000 Pipe to connect Twin Eagles MPS to existing 16 inch force MPS to existing sewer collection system) main on Immokalee Road 6 12 inch diameter PVC pipe(Heritage Bay LF 110 Pipe to connect Heritage Bay MPS to existing 16 inch force MPS to existing sewer collection system) main on Immokalee Road 12 inch diameter PVC pipe(SR 846 Pipe to connect SR 846 development to existing 16 inch force 7 Development to existing sewer collection LF 6,500 main on Immokalee Road system) New pipe from Heritage Bay MPS to MPS 104.00 along 8 24 inch diameter PVC pipe(Heritage Bay LF 22,000 Immokalee to Logan Boulevard and along Logan Boulevard to MPS to MPS 104.00) Vanderbilt Beach Road to MPS 104.00(to tranfer NEWWSA flow to MPS 104.00) Recommended Improvements to Divert South County Wastewater Service Area Flows to North County Wastewater Service Area 24 inch diameter PVC i e West Diverting South County flows-Proposed West Interconnect 1 Interconnect) p p ( LF 33,000 to divert flows from MPS 305.00,308.00,309.00,&310.00 to North County service area 2 12 inch diameter PVC pipe(MPS 310.00 LF 3,000 Diverting South County flows-Pipe to connect MPS 310.00 to proposed West Interconnect) to proposed West Interconnect 3 16 inch diameter PVC pipe(MPS 305.00 LF 5,000 Diverting South County flows-Pipe to connect MPS 305.00 to MPS 309.00) to MPS 309.00 4 16 inch diameter PVC pipe(MPS 104.00 LF 12,500 Pipe parallel to existing 24"pipe on Vanderbilt Beach Road to West Interconnect) from MPS 104.00 to proposed West Interconnect Diverting South County flows-Extension to proposed West 24 inch diameter PVC i e West Interconnect to divert flows from MPS 305.00,308.00,309.00, 5 Interconnect)to Immoka lee( 10,500 &310.00 to North County service area(extension of the proposed interconnect from Vanderbilt Beach Road to Immokalee Road will provide for operational flexibility) 6 30 inch diameter PVC pipe(West LF 19,000 `Pipe parallel to existing 24"pipe on Vanderbilt Beach Road Interconnect to NCWRF) from Livingston Road to NCWRF i N 1.4 i x 3ONRA BEACH RD ---- l W'�%,'E � /° V [I - O - - -. 1". I_ --- I K Ft S , ,j ��_- I -- o �� 1 � Twin Eagles OTWRF 3 _,MPS ! r I E] Orange Tre- MPS __II_ f I He =a ■ Her I I .'0 MP -- — D'--C' ) -,�� -_ T1 Rl _,, s -- r�NDALLBLv 1 a 1 �1 Ji II II ) m ' ) l J / / 1 IY 2, f _ - I 0- 00 _J. ._ I — r / 2 �' , _--— - __--.. O --—--. ..-.__ .. _ _ GOLDEN_GAT�E BLVD —_ __ � m - J �I L.$ I ! Z i z• .iii‘ l I i I ERDGEROA. i !I-1 I G - I 1 1 l III I _ 44 . ___ € _— GREEN-RD - - - _ la ;Nit W jilt'..: 1 °:ii. 111 IFW �� J 1 Q `rte ° ,.. _ ``B t�A,i C I cN BLVD' F' __.-_ ' _�i°I• C•n Vino ,�� - ') U r . - mi _ A ° 31c 00 SO 04 O IQ > � �rrr , \ Legend� AVENUE _ _ °�! 1 9 < E, , 1 ! ' J I i z u, I 1 • Water Reclamation Facility(WRF) I l h 510, ' C New Force Mains ' s ,E Diameter(inch) 'O 4 ONASSON '' L n ��.8 m DRIVE 'ESNAKE I '. OCK Ci Min 12 -- . W` w O: e � b AIMS 16 /- m MMII 20 g ..■ 24 4 •••30 ~� _1'' - 'e Sewer Forcemains 41 1 inch=10,833 feet( i ass section CCWSD Wastewater Service Area 0 4,375 8,750 H--=--1-7-50-13 ' —- Sources:Esri, USGS, NOAA 1 I FBet FOOT,Source:LM,aeCounty, Collier County Public Utilities Master Plan ,.� Exhibit FOOT,BLM,and ESRI � OM Date:Augu t20 VU er County "as ewa er ys em 'ipe mprovemen Dale:August 2013 County:Collier Required by Buildout 4-7 A COM August 2015 4.5.3 IQ Water System Table 4-8 summarizes the recommended R&R improvements for the IQ water system. Exhibit 4-8 There are no growth related improvements proposed shows the location of these improvements. for the CCWSD's IQ water system. The CCWSD will expand the customer base as the IQ water availability Table 4-8: Proposed R&R Improvements for IQ Water increases. Exhibit 4-8 shows the location of the Facility recommended pipe improvements. Quantity Item Description (feet) 4.6 Recommended Repair and/or Rehabilitation (R&R) Improvements 1 18 inch pipe 11,385 2 16-inch pipe 881 4.6.1 Public Utilities Planning and Project Management R&R Improvements 4.7 Strategy for Northeast Service Area The CCWSD's Planning and Project Management Department staff and Operations staff developed a list The water treatment plant capacity assessment of potential capital improvement projects for presented in Section 3 of this Master Plan indicated consideration in the CIP. The prioritization of projects that additional water treatment plant capacity is not and recommended CIP is presented in Section 5. required until the year 2026 and that at build-out Hydraulic modeling analysis of the CCWSD's potable conditions approximately 6.0 MGD is required. Section water system and wastewater system did not identify 3 of this Master Plan discussed the options of any R&R improvements. expanding treatment capacity and the difficulties with expanding the existing WTPs. The construction of a 4.6.2 IQ Water System new NERWTP is recommended based upon the availability of brackish groundwater supplies, continued The following are the R&R improvements that were growth in the northeast service, available property, and identified as part of hydraulic modeling analysis for the current engineering design for a NERWTP. CCWSD's IQ water system to increase IQ water flow and operating pressure. The wastewater treatment capacity assessment presented in Section 3 shows that on a system-wide ■ The installation of 18-inch pipe in the northwest basis an additional 4.9 MGD of treatment capacity is part of the network to replace the existing 12-inch required to meet the projected wastewater system and 16-inch pipes. flows through the year 2034 and build-out. Although the NCWRF has sufficient capacity to meet the ■ The installation of a 16-inch pipe in the southeast projected flows for the North Service Area at build-out, part of the network to replace an existing 12-inch the SCWRF will reach its operational capacity by the pipe. This project crosses an area of environmental year 2021 and the operational capacity will be exceeded sensitivity and may require some additional by 5.6 MGD at build-out. investigations to evaluate its feasibility. The Master Plan considers diverting up to a maximum ■ Improvements in the Pelican Bay pump station of 2.7 MGD (on a M3DF basis) from the South County service area. Wastewater Service Area to the North County Wastewater Service Area starting in the year 2021, �\ which would delay the need for a treatment plant Collier County Master Plan 4-17 ACOM August 2015 upgrade at the SCWRF. However, by the year 2028 there is need for a system-wide plant expansion. Several alternatives were identified in Section 4.4.2.3 for treatment capacity expansion, including construction of the NEWRF. However, expansion of the NCWRF to 30.6 MGD would likely be more cost- effective than construction of a new WRF at the Northeast Facility. Construction of the NEWRF would only be needed if the service area boundary expanded, resulting in increased wastewater flow projections above the build-out flow projections identified in this Master Plan. Collier County Master Plan 4-18 f G*4'0 PASS ROAD V N Mill o 111% 4111. BLUEBILUIIITH AVE _ I • pi CR846 S c1 p � _ if -n J m co K O p C a re g Eat" ___ 41, ...... Tit- VAN. :8 :'. ____ i l . r II All si O, K z GOLDEN GATE BLVD IF O a "APES e`VO• ''I PINE RIDGE ROAD WHITE BLVD./23RD ST. /13TH ST. K GREEN RD w lt K p o 2 m r o . c w ,-----6 ce to 'Ar a m ,2,-�RB'RDRIVE < 7 m F O m p 0 1 GOLDEN GATEe' p BA w, t --g� 0 OVO OW. FERNRHOMIRADK)ASLE in as o c ii 1 inch=8,333 fee c " NORTH ROAD 6-4-1 o z JC- 0 3,375 6,75967"AVENUe 13,501 IS BLVD- �Feet. _�� w CI p . re Legend { \ A'�1 . Water Reclamation Facility(WRF) L °� o Fl -IQ Water Main 4 I THOMASSON DRIVE - TLESNAKE HAMMOCK INIM Recommended Improvements t � �� igAssemblyArea � lqkl m iqOperationalArea _' < OTUC Service Area \ A Dual Piped Area c • �� IQ Existing Service Area , \ Sources: Esri, USGS,NOAA Source:Collier County, FDCT,BLM,and ESRI Collier County Public Utilities Master Plan Exhibit User:jhelkowski Coder County _ �� _ Date:August 2013 �VIIJJY�L��LLII�i IQ Water System Pipe Improvements 4-8 County:Collier Section 5 Prioritization of Projects & Recommended Capital Improvement Program (CIP) This Section provides the recommended CIP and summarizes the process of prioritization of projects that involved identifying various parameters on condition, performance, and risk indices for infrastructure related to water, wastewater, and IQ water systems. A COM August 2015 Prioritization of Projects & Recommended CIP s Priorities across the water, wastewater, and IQ water system assets are reconciled to develop a CIP that meets available budgets. This Master Plan is consistent with the CIP contained in the Water, Wastewater, Irrigation Quality Water, and Bulk Potable Water User Rate Study approved by the Board on June 10, 2014, as Agenda Item 11C. This process establishes an objective approach for the allocation of available budgets to the highest priority assets. /-■ 5.1 Level of Compliance Rating System Exhibit 5-1 Level of Compliance Rating Categories The CCWSD has assigned levels of compliance GREEN ratings to their assets based on a red, yellow, and There is little risk of non-compliance. green system, as outlined in Exhibit 5-1. The rating Level 1 Maintenance is routine and planned.The CCWSD Sustained provides reliable and full service that is sustained system is used to establish a prioritized list of Compliance recommended repairs and upgrades to the CCWSD quality compliant water and wastewater with no infrastructure. consent orders,back-ups,SSOs(spills),off-site odor emissions,and off-site noise emissions. The CCWSD's level of compliance rating system YELLOW There is a risk of potential non-compliance with categorizes capital upon the risk of Level 2 projects based u p g p p Managed enforcement letters being issued.The level of potential non-compliance with regulatory standards into Compliance service is sustained through deferred planned three categories (red, yellow and green). The maintenance, asset management,and mitigation CCWSD's Planning and Project Management staff and measures based on the resources available. Operations staff meet to discuss the condition and RED performance of vertical assets and assign an overall There is a high risk of non-compliance with risk associated with not meeting regulatory compliance Level 3 consent orders being issued.The reliability of the should a particular asset fail. A level of compliance Risked utility system and the level of service are in danger Compliance score is then identified for each asset/capital project, of being compromised with full-scale migration which is then used to prioritize projects during the towards costly break-down maintenance,resulting Capital budgeting process. in customer service outages,service interruptions, SSOs(spills),back-ups,and property damage. Collier County Master Plan A; CQM August 2015 Based upon site visits conducted at the water and for each parameter. The sum of all parameters wastewater treatment plants, meetings and represents the overall PAN for each asset. The PAN is discussions with Planning and Project Management calculated as follows: staff and Operations staff, the compliance ratings identified by the CCWSD appear to be reasonable. X This rating system was utilized to prioritize vertical PAN= YZ infrastructure needs for development of the Capital Improvement Plan. The total PAN score, or the overall PAN score for an 5.2 Capital Asset Prioritization System asset or network of assets, will assist in prioritizing the (CAPS) assets so that critical assets are addressed first and levels of service are maintained or improved in a A Capital Asset Prioritization System (CAPS) involves financially sustainable manner. Higher numbers identification of various parameters for each represent a higher priority. infrastructure class related to water, wastewater, and Linear water, wastewater, and IQ water assets were IQ water systems and establishing a score and evaluated with the following parameters: weighting system for those parameters in order to prioritize infrastructure needs. The CAPS is a tool that § Condition — The current physical condition of the can be used to support the Level of Compliance Rating pipe System currently being utilized by the CCWSD. -- ■ Performance — A measure of a pipe's ability to As part of the master planning effort, a Capital Asset operate/perform as required to meet customer Prioritization System for linear assets was developed needs along with a computer algorithm, which was utilized by the CCWSD to develop their Capital Improvement • Risk — Impact (or consequence) associated with Program. loss of service and the likelihood of that loss of service occurring 5.2.1 Linear Assets The CAPS application generates a Priority Action After scoring for each asset class, priorities across the Number (PAN) for each water, wastewater, and IQ water, wastewater, and IQ water asset classes are reviewed and adjusted as needed to develop a CIP water linear asset. The PAN is a number that rates assets in relative priority based on their condition, that meets available budgets. This process establishes performance, and risk associated with failure. An asset an objective approach for the allocation of available budgets to the highest priority assets. Exhibit 5-2 is rated on a number of parameters (X), given a score presents a schematic of the CAPS analysis approach (Y) and weighted (Z). The product of YZ is the score used to develop this Master Plan. Collier County Master Plan 5-2 ACOM August 2015 Exhibit 5-2:CAPS Analysis Approach-Schematic 0 0 •Identify available •Review and •Review and select •Create Capital •Establish list of data sources confirm LOS condition, Asset Prioritization projects with •Collect and indica^.ors performance and Simulator i highest priority anal}ze GIS. •Review and risk iconsequence database •Confirm asset hydraulic confirm policies. and likelihood of •Implemeo;t priorities based on modeling. procedures and failure) decision-making available funding maintenance data practices related parameters fur algorithms •Complete risk and •Complete data to levee of service asset prioritization established during resiliency analysis gap analyses and •Compare LOS to •Discuss relative werkshops •Identify projects recommendations industry Importance given •Complete and establish fur additional data benchmarks LOS iridicatore database conformance colection -RiskAnalysis of and establish programming classification:for current practices sewing Link to identified each methodology any • Discuss potential data sources •Reconcile cost future service weighting factors •Prepare changes •Crsifism database reP i and gs and n9 prioritization ? ratings astd Inks and Capital reports • establish schedule Asset Prianteatian € for CIP projects Simulator functionality 5.2.1.1 Prioritization of Repair and Rehabilitation The Risk associated with water mains was based on (R&R) Projects the following criteria: The CAPS — PAN approach was used for prioritizing Impact of failure: Reliability and road class -` rehabilitation/replacement needs for water mains, sanitary sewer gravity mains, sanitary force mains, and Probability of failure: Remaining service life water reuse mains (linear assets). The overall PAN score for a linear water main was PAN Calculation —water tivlali i, calculated by adding the parameter scores for Condition, Performance and Risk. The maximum The Condition of the water mains was based upon the possible PAN for a given linear water asset is 450. following criteria: Within the spectrum of 66 to 450 each water main is Remaining service life compared relative to other PAN scores and its priority is determined. The higher the PAN score, the higher Breaks/total system breaks the priority in terms of conducting R&R activities on the Service connection breaks asset. The Performance of water mains was based on the following criteria: Material The Condition of sanitary sewers was based upon the following criteria: Level of compliance (based upon CCWSD rating system) Remaining service life (gravity mains and force mains) Velocity _. Collier County Master Plan AZCOM August 2015 ■ Level of compliance (based upon CCWSD rating a given linear sanitary sewer asset can range between system-gravity mains) 160 to 1,125. Again, the higher the PAN score, the higher the priority in terms of conducting R&R activities • Material (gravity mains and force mains) on the gravity sanitary sewer main. • Depth (gravity mains) Similarly, the PAN score for a sanitary sewer force ■ Location (gravity mains) main is calculated by adding the parameter scores for Condition, Performance and Risk. The PAN score for a • Number of main breaks (force mains) given sanitary sewer force main can range from 66 to The Performance of sanitary sewers was based on the 450, and the force main given a maximum 450 score following criteria: will receive the highest priority in terms of conducting R&R activities. • Sanitary sewer overflows/basin (gravity mains) • Inflow and infiltration (gravity mains) ■ Conformance to standards (gravity mains) The Condition of IQ water mains was based on the following criteria: • Maintenance costs (gravity mains) • Remaining service life ■ Customer complaints (gravity mains) ■ Number of main breaks • Level of compliance (based upon the CCWSD The performance of IQ water mains was based on the rating system—force mains) following criteria: • Material (force mains) • Material • Velocity(force mains) ■ Level of compliance (based upon CCWSD rating The Risk associated with sanitary sewers was based system) on the following criteria: ■ Velocity ■ Impact of failure [based upon location (outstanding The Risk associated with IQ water mains was based Florida waters or coastal/non-coastal), complaints, on the following criteria: diameter, and depth for gravity mains and based , Impact of failure (reliability and road class) on reliability and road class for force mains] • Probability of failure (remaining service life) • Probability of failure (based on level of compliance, The PAN score for an IQ water main was calculated by material type, and location for gravity mains and adding the parameter scores for Condition, Performance and Risk. The possible PAN scores for a remaining service life for force mains) given IQ water main will range from 66 to 450, and the The PAN score for a linear gravity sanitary sewer main IQ water main with a maximum PAN score of 450 will was calculated by adding the parameter scores for be given the highest priority when identifying R&R work Condition, Performance and Risk. The PAN scores for relative to IQ water mains. Collier County Master Plan 5.4 II AZCOM August 2015 The detailed CAPS analysis and results are provided in IQ water mains made of plastic pipe have, on Technical Memorandum for Task 9 — Prioritization of average, lower PAN scores than pipes made of Projects and Levels of Compliance. ductile iron. Also, those IQ water mains located in coastal areas have higher average PAN scores. Most of the IQ water mains have a low consequence of failure. The results of CAPS analysis showed that PAN scores increase in coastal areas, differ with material type, and 5.2.2 Vertical Assets increase with age. However, these scores were derived based upon data that is currently available, Similar to the algorithm developed for linear assets, a and that where data is unavailable, a default score is system to prioritize improvements on the CCWSD's assigned assuming the asset is in good condition. As vertical assets (treatment, storage and conveyance the CCWSD updates and adds to their data, the facilities, and equipment for potable water, wastewater confidence in the results generated through the CAPS and IQ water systems) is recommended. Information will increase. The following is a brief summary of the regarding asset condition, performance and the risk findings from the CAPS analysis: associated with failure is needed to establish an objective approach for ranking/prioritization of vertical ■ Water mains constructed with plastic pipe have assets. However, there is presently limited information lower PAN scores than other materials. Most of within the CCWSD's GIS data base to support the the CCWSD's water main assets have a low vertical asset ranking/prioritization system. consequence and a low probability of failure. There are no pipes that are in the highest risk category. SCRWTP High Service Pumps n • Gravity sewer pipes constructed with plastic pipe have on average, lower PAN scores than pipes made of other materials. Also those gravity sewer -' pipes located in coastal areas have higher average ` tl PAN scores. There are no sanitary gravity sewer 4` � - pipes that have the higher consequence of failure Vii, I -/ y scores. ` t • Sanitary force mains made of plastic pipe have on average, lower PAN scores than pipes made of other materials. Also, those force mains located in :. coastal areas have higher average PAN scores. 5.2.3 Enterprise Asset Management The sanitary force mains have a low probability The CCWSD is currently moving forward with Phase III and low consequence of failure — and thus a low of the Asset Management project. The final objective of risk. There are some force mains that are found to this project is to have a GIS-based asset and work have a higher consequence and probability of management system to guide predictive and failure. These are older mains, located along preventative maintenance and consistent sustainable Collier County roads that have a relatively large work practices. Until this Asset Management system is diameter. developed and operational, it is recommended that the current compliance rating system developed by the Collier County Master Plan 5-5 AZCOM August 2015 CCWSD continue to be utilized for the prioritization of 5.4 Costs for Various Levels of the vertical assets. Compliance 5.3 Recommended CIP The Capital Improvement Program includes recommended upgrades to address consistency with Based upon results and findings from hydraulic the water program policy, continued system modeling analysis, CAPS analysis, level of compliance optimization, conservation of potable water, beneficial analysis and discussion and meeting with CCWSD WRF effluent reuse, and environmental sustainability staff, a list of potential Capital Improvement Projects through good water treatment, distribution, waste (CIP) for CCWSD's potable water, wastewater, and IQ collection, reuse, and disposal practices. The water systems are recommended. The CIP for each preliminary opinion of probable cost for the system is subdivided by growth related projects and recommended projects in the CIP is provided to allow R&R projects. The CIP is also grouped by CCWSD's the CCWSD to develop budgets for funding the CIP. funding sources as indicated below: Since the CCWSD must be fiscally responsible when ■ Potable water system growth related projects — developing the Capital Improvement Program, the CIP Fund 411 was analyzed using the Level of Compliance Rating ■ Potable water system R&R projects—Fund 412 System in order to establish a relationship between cost and risk of non-compliance. Wastewater and IQ water systems growth related Exhibit 5-3 Risk of Non-Compliance vs Capital Cost projects—Fund 413 ■ Wastewater and IQ water systems R&R projects — Fund 414 Level (Red) Planning level cost estimates for the proposed capital projects are included with the CIP. The Preliminary E Level Opinion of Probable Construction Cost is provided for =(Yellow) 0 the general guidance of the CCWSD. The accuracy of o such opinions, as compared to contractor bids or g actual cost to the CCWSD, is not guaranteed. Level) Estimates were compiled using available 2013/2014 cost data. capital con ($1 The recommended CIP lists the potable water system, The costs associated with the CIP will be greatest if the wastewater system, and IQ water system proposed CCWSD is unwilling to accept the risk of non- projects and adopted budget for each fiscal year compliance, and would include Level 1 (green) starting from the year 2015 through the year 2024. The projects. Conversely, if the CCWSD is willing to take associated level of compliance for each proposed on higher level of risk, the CIP cost will be less and project is also provided. would only include Level 3 (red) and possibly some The recommended CIP for CCWSD's potable water, Level 2 (yellow) projects. Ultimately, a final wastewater, and IQ water systems is provided in recommended Capital Improvement Program is Appendix A of this Master Plan. provided that balances the risk of non-compliance with the costs for the program. Collier County Master Plan 5-6 AEC0M August 2015 5.5 Impact of Rate Structure The CCWSD has hired a Rate Consultant to review the adequacy of the current rates for service. The objective of the studies are to ensure adequate funding for utility operations, debt service, and the Capital Improvement Program, in order to provide a safe and reliable service to the CCWSD's water and wastewater customers. The CCWSD is working closely with the Rate Consultant to determine a final rate structure that achieves this purpose. II II it Collier County Master Plan 5-7 Appendix A. 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[J N N N N O NO H O NO A (0 0 0 F+ O O O O N O A N O' A A O O O N O O O W 01 ON O C( 09 09 0 0 O O O O O �1 r ON .41 r 0 0 0 O\ O O O CO W UI 00 W w 0 O 0 UI co o o 69- 69 69 69 69 69 6A 69 69 69 69 69 69 o Ic o o .c . w e W UI -4 41 UI -Cr, in N NJ -4 N W 09 09 W 01 In 0 0 O( co co o N U1 VO 9, VI C CD co O O 09 0 0 0 A UI O UI UI O 0 0 O 0 UI 0 O O 00 -4 N 00 J '4 0 O O r■ O O O 0 A F+ UI A A O O O F■ O O O 69 69 69 69 69 69 69 68 69 69 69 69 69 49 4A 69 69 W W W A W - A W .- 1-• c A N ON 01 O 01 O' C In NO O b 009 w O O C iJ N (n (0 v1 O O N 00 O N N O 0 0 LA 000 w O O O N N J W W J W W O 0 0 4l in O O O A A UI s.O A 0 In 0 , 0 0 .O 1 0 0 0 0 1 UI A 1.+ 0 A A 0 0 0 Y+ 0 0 0 0 ■ 69 48 69 b9 69 69 69 69 69 69 69 69 69 09 6A 69 EA Ky 0 A N C bJ b N -4 N '0 J .-. N r - ■-, •-• N ~f/ Q UI I-+ 144 U �1 A A 1.0 w O O O O N m A a 00 A 0 w 0 0 0 W 00 ((0 -N-. 0 0 0 0 09 N W 09 N N 0 O O O W O W 0 0 0 0 N 4 is 41 -O t4 W W 0 0 0 0 i0 0 U 0 0 0 O A A A to b .0A A 0 0 0 O LA O O 0 0 0 0 Appendix B. Master Plan Conclusions Public Utilities Master Plan Conclusions Potable Water LOSS Per-Capita Potable Water Demand= 150 gpcd Permanent Population(2010)=152,326 Permanent Population (2034) =273,873 Additional WTP Capacity Requirement by 2034=5.4 MGD (Starting in 2028) Additional Potable Water Storage Required by 2034= 7 MG (Starting in 2024) Wastewater LOSS Per-Capita Wastewater Flow=100 gpcd Permanent Population(2010)=174,054 Permanent Population (2034)=283,102 Permanent Population(BO)=300,213:' a, • Additional WWTP Capacity Req BO=4.9 MGD* Total Collection System "'' htreyance System Capacity(South to North) Requirement by BO=5.6 MGD(Starting in 2021) B-2 APPENDIX IV CONTENTS: • PUBLIC UTILITIES DIVISION INTEGRATED ASSET MANAGEMENT PROGRAM, PROGRESS REPORT Collier County 2015 Annual Update and Inventory Report on Public Facilities 279 Progress Report VI Enterprise Asset Management Program Public Utilities Department July 2015 (ityWOV S 'teal► WOOLPEPT -- iArc ESRI G1S >rt Co Er Stante Comity 281 9 :1 EXECUTIVE BRIEFING Progress Report VI . Progress Report V for the PUD Integrated Asset Management Program,as revised by the Collier li County Board of County Commissioners on July 24,2012 as Agenda Item 10E,with tasks reallocated 3' to expedite expansion agency-wide. .1 1 1 1 1 ' 1 ENTERPRISE ASSET MANAGEMENT :I 1 TABLE OF CONTENTS , I .... 1 1 ) 1 1. Board Approved Direction , 1 i 2. Agency-Wide Progress Report VI i 4 3. Full Scale Implementation Project Status j 4. Board Approvals .., [ i 4 282 ■ 1 Progress Report VI Enterprise Asset Management Program Public Utilities Department July 2015 (itYWOr 5 soommossimommi., WOOLPERT Age E M A. Arc Esm GIS CO* Stantec County 281 ENTERPRISE ASSET MANANGEMENT Board-Approved Direction The shared Vision,Mission, and Guiding Principles presented to the Board on September 13,2011 during the Asset Management Program Agenda Item 14E have been incorporated in order to implement and evaluate the potential of the approved pilot asset management system and develop funding recommendations to sustain the quality of the County's established infrastructure and facilities. Vision A Geographic Information System (GIS)-based Integrated Asset Management System including a work order system with graphical user interface capable of collecting data automatically through existing SCADA systems, with the last phase being financial integration into enterprise systems including SAP. Mission/Project Objectives - Repair/maintain assets just in time through a GIS-based system having full operational visibility. • Establish risked-based and managed preventative maintenance programs with full visibility of assets for resource optimization. • Provide short and long term CIP plans integrated into the master plan and the AUIR based on level of risk and service levels. Guiding Principles • Sustained safe and reliable delivery of Public Utilities Division Services • Revenue-centric, cost-contained approach to operations and CIPs • Full asset visibility and preservation • Sustainable logistic support functions • Follow discipline-specific taxonomy Five Full-Scale Demonstration Projects 1. GIS-based Asset Management (CCWSD horizontal assets) 2. GIS-based inventory and work order management system (CCWSD) 3. GIS-based integration of SCADA data(CCWSD horizontal assets) 4. GIS-based customer management system (UBCS CRM) 5. CIP generation at short and long-term intervals (CCWSD) Lessons-learned from the above five full-scale demonstration projects will enhance efforts to build an asset management capability in the Agency that will provide complete visibility on the investments required over time to protect and preserve the infrastructure and other critical assets of the organization. 283 s3 AGENCY—WIDE ENTERPRISE ASSET MANAGEMENT PROGRESS REPORT VI •-,1 PUBLIC UTILITIES DIVISION PILOT IMPLEMENTATION Deliverables: The Public Utilities Division(PUD)has completed Phase One and Phase Two. On July 24, 2012, the Board approved the reallocation of Tasks Two and Three accelerating the end result of an Agency-wide Asset Management Program. Phase Two was completed on January 14,2014 when the Board awarded RFP 13-6164 to Woolpert for Enterprise Asset Management Software, structured as five full-scale implementation projects. Phase Three,PUD software implementation,is in progress,with a contractual completion date of June 16,2016. In summary,accomplishments to date include: Phase One—EMA Contract 10-5447—Complete ■ Scope: System requirements and beta demonstration project for Water and Wastewater Divisions - Contract Status: Awarded,PO issued,Phase One Complete Deliverable Status SerlpSM5 x.,. _.. T: .4. £ .,.., n,l..ic.. ,. i.#✓ o �.� y i., 4. PUD Work Order System Requirements T 100 PUD Pilot/beta Demonstration Project 100 Financial Status ' c� Q'BX d'COt ucl e` :j ..,.<.. .. ,i, ._:; _�. ..., x... :k rte. .,y_�_."' ,-�,._.¢�;.. :ti ,.ce. .-p h..: , _.1, ,_ d._..V:; _,1,41: Phase One* $305,127 $296,265 97% (*includes 50%of costs common to Phase One and Two) 284 .i Phase Two—EMA Contract 10-5447—Complete .} • Original Scope: Stand-alone GIS-based Interim Work Order System pilot project • Revised Scope(Board-approved on July 24,2012,Agenda Item 16C8): Support Agency Wide 1' development and solicitation of RFP for Enterprise(Agency-wide)Asset Management System • Contract Status: Awarded,PO issued,Phase Two Complete Deliverable Status ": Olt- at*Vicrl"-_,t:--1411W-701P4 "'.'il .w-p ,ual Cp NV{ Finalize requirements definitions for Agency-wide Work and Asset 100 12/14/2012 12/14/2012 management functions Finalize RFP,including approval ,, from Executive Steering Committee 100 1/11/2013 1/13/2013 fand Constitutional Officers r Solicit RFP 100 1/18/2013 2/26/13 Review Responses and schedule 100 7/5/2013 6/24/2013 onsite software demonstrations Develop Agency-wide software 100 8/2/2013 8/2/2013 A implementation plan F ^ Negotiate Contract with 100 8/2/2013 9/6/13 1 recommended software vendor Board award of software contract, 100 9/24/2013 1/14/2014 i xi and EMA Phase Three scope Financial Status 1 , s„a+��, tom,.aik '''.4.��.` .- �V.�O • 'Y .ii�:3.,_..'I. . '4'''''' ,'. €. VG..,x� � `'' fir, .. Phase One* $305,127 $296,265 97% Phase Two* $273,803 $239,907 88% . Total for Phases One and Two $574,996 $536,532 93% { (*includes 50%of costs common to Phase One and Two) +k 1 '1 i 285 r Phase Three—EMA Contract 10-5447—Active • Revised Scope—focus shifted to provide QA/QC support for PUD during the implementation of Enterprise Asset Management Software—based on as needed basis Contract Status: BCC Awarded January 14,2014,PO issued January 14,2014 Deliverable Status j a - +y.,. ..„Na . •' . i �+.c +-�-� 3. t' � �1 �- -�. a .. i 1?-6:3T ®tit]n,�a ia,-w E i xz '..t Con►lei; >�'d if€ ._.„.i��, , .Actua €; ,Iete�Dat.t Support Implementation 25% 6/16/2016 j Schedule and technical review j Support Technical Integration 15% 6/16/2016 1 and SOP documentation efforts Financial Status Phase Three(EMA Support) o $567,893 $104,762.76 18% _ *Initial maximum by contract was$774,240. Actual amount required was determined during contract negotiations after contract 13-6064 was completed—re-scoped and negotiated to be $567,893,as approved by the Board on January 14, 2014 concurrently with 13-6064. • Phase Three—Woolpert Contract 13-6064 • Implement software solutions selected in Phase Two . • Contract Status: BCC Awarded January 14,2014,PO/NTP issued February 14, 2014 Deliverable Status i r i 'j �'�`� is 3 F ..el k AI �j��,J 3 +. +� + t a t.{, �-{ ,•t�Y�llysc',p._{ yf �r}�` 1. GIS-based Asset Management (CCWSD 49% 1/27/16 horizontal assets) _ 2. GIS-based inventory and work order management 49% 1/27/16 system (CCWSD) 3. GIS-based integration of SCADA data (CCWSD 0% 2/19/16 horizontal assets) 4. GIS-based customer management system (UBCS 42% 9/1/15 CRM) 5. CIP generation at short and 0% 9/30/16 long-term intervals (CCWSD) Project Management 65% 9130116 Implementation and Support Quality Assurance 39% 9/30/16 286 =.1 ---, Vil 1.1 i Ad Hoc Services for • GIS :.1 1') • SIRE-Content 60% Life of Contract Management 11 • Materials Management r.- (Ii Support Services -CO#2 0% Life of Contract i Financial Status il "tj*kiigtaaattaaaAaMagg,WtgtgitOjtjMirrckhgaEaV-VMVZOYATgOtMVP d 1.GIS-based Asset Management(CCWSD $330,995.00 $118,425 36% horizontal assets) t,. ,-i 2. GIS-based inventory and r.:?! yi work order management $330,995.00 $118,425 36% system (CCWSD) il f. 3.GIS-based integration of P SCADA data (CCWSD $147,698.00 $0 0% §.- horizontal assets) 4. GIS-based customer ,.- -:1 ,----, management system (UBCS $884,726.00 $565,954 64% - 41 CRM) with CO#1 $208,960 _ 5. CIP generation at short and $225,575.00 $0 0% long-term intervals (CCWSD) Project Management $163,078.00 $92,895 57% Implementation and Support `i.,..! Quality Assurance $52,014.00 $33,770 65% ,.,., Ad Hoc Services for • GIS • SIRE-Content $282,478.00 $108,555 38% ,... Management • Materials Management Support Services-CO#2 $199,998 $0 0% 287 -.; FULL SCALE IMPLEMENTATION PROJECT STATUS 1.GIS-based Asset Management(CCWSD horizontal assets) This implementation project involves using workshops,blue printing sessions,software testing and prototypes to capture the core asset information across the utility regarding how the linear,vertical and plant assets will be organized so they can quickly be identified and managed within Cityworks work management interface. The outputs of this phase are reviewed,tested and approved by the core team. The deliverables of these workshops and field collection efforts are provided to the EAM GIS team to develop, configure and implement the vertical and plant asset hierarchy and populate the detailed attributes of each vertical and plant asset tables. The identification of specific and required attributes for horizontal,vertical and plant assets has been completed and an additional 20 fields have been identified and added to the GIS geodatabase.These tasks were completed in a developmental geodatabase,promoted through quality assurance,and then promoted to the production environment to be managed by the Cityworks application. In the production environment,data will be collected through an automated asset on-boarding process designed to reduce errors and ensure consistency in the data collection and management process.This process will provide an automated interface to the data entry into.the GIS geodatabase aimed at reducing the manual entry of asset and attribute information. 2. GIS-based inventory and work order management system(CCWSD) The first prerequisite for the Cityworks Store Room Inventory Management system required detailed material masters for each materials vendor/provider. The largest vendor is Ferguson who supplies utility parts. As of October 1, the first day of the fiscal year,the material master has been loaded to SAP, and requisitions are being entered on a line item basis. This significant success is now being duplicated for other material suppliers (e.g., Graybar). SAP-Cityworks Integration software requirements(SRS)document is due from Woolpert in mid-March. Final sign off expected before the end of March. Staff continues to develop and implement vertical and plant asset hierarchies,as well as collect asset attributes. The sub teams received the finalized meter workflow processes from Woolpert the week of October 13,which included the necessary integration points between the Harris billing system's imbedded work order module. The final software specification (SRS) document has been delivered and is in final review. Staff has engaged business process experts to support and ensure consistency in the final deliverable as the integration will be across many existing platforms, including GIS geodatabases, Harris Billing(financial billing)and Cityworks.The final approval of the document including feedback from all parties and consultants engaged is anticipated in the first week of August 2015. Configuration workshops were held the weeks of October 13 and October 20 with all operational �. groups utilizing the county's own GIS geodatabase to ensure compatibility of the Cityworks work 288 order system and identify business process best practices. The quantity of asset classes has been "frozen" at 345. A fully functional demonstration was provided to PUD Directors and the Administrator on March 19 2015, with subsequent 90% and 100% demonstrations of the fully functional Cityworks work order system being completed in April and May 2015. These demonstrations were aimed at ensuring that the configuration meets the stated requirements is consistent with the operations practices documented in the discovery sessions. The Software Requirements Specification (SRS) document for Cityworks materials management integration with SAP had a final review with county and Clerk's MIS staff on March 31. Final approval and sign off was completed on May 28 which will allow development of this critical financial interface to begin. On June 25th,Clerk's MIS staff,PUD Materials Management staff,PUD project leaders and Woolpert met to discuss the implementation and deployment schedule and staff availability. Upon conclusion, direction was ascertained to have the integration deployed in a Development environment for testing before the end of the fiscal year—September 2015. This coincides with the agreed upon `blackout' periods requested by the Clerks MIS staff for yearend financial close out and the annual SAP system upgrades and patching period. Woolpert is to fully document the schedule and action items and present back to the team in the weeks after July 4th Work Order generation and management is a critical function of Track 2. To fully document and manage Work orders, the work must be defined and traceable. EMA and PUD are engaging all divisions and operating sections to document the types of work performed,as well as the steps that are taken for each type of work activity. Within PUD's geodatabase (GIS), the repository for all assets, each asset will be assigned a multiple types of work—annual maintenance,annual calibration,weekly lubrication etc, and each of these types of work will have specific logical steps taken to perform and complete the tasks. It is also imperative to have required equipment to perform the work, such as grease guns, calibration equipment, vehicle, tools, etc. Each work type also has specific resources required to perform the work. By defining these requirements for equipment,labor and material, for each type of work against each type of asset, PUD can then be fully aware of the efforts required to maintain their assets to at the required levels of service demanded. These documentation efforts are critical and exhaustive of staff,however are designed to leverage inherent staff knowledge and provide ownership of the data,tasks and the system. Current,PUD staff has defined 345 types of assets,which corresponds to over 15,000 work order types against those assets. Each work order type has a one to one relationship with Equipment,Labor and Material entries,as well as Work Order instructions. The below chart is developed to show and track progress for these operations actions: Task 345 Asset Classes %Completion • Create data in GIS 345/345 100% • Relate data in GIS 345/345 100% • Create fields in Cityworks 345/345 100% • Relate Cityworks fields to GIS 345/345 100% • Create Work Order Template 15,300/15,300 100% • Create Work Order Action 1,253/15,000 8.4% • Create P/F/A Code 2,750/45,000 6.1% • Create Job Plan,routine PMs 1,719/15,000 11.5% • Populate Job Plan 1,719/15,000 11.5% 289 Pi( 3. GIS-based integration of SCADA data (CCWSD horizontal assets) SCADA systems are intelligent computer systems that allow remote changes to devices connected over a network (radio frequency, cellular traffic or fiber optic). These systems allow staff to administer, control and operate pump stations,plants,well sites, and reuse meter assemblies through a graphical user interface.The integration of the multiple SCADA systems to Cityworks requires a middleware or translator between the applications. This integration will allow work orders to be automatically generated based on abnormal operating conditions within SCADA. An example would be if a pump station were to become disconnected from FPL power a work order can be automatically sent to staff to review the levels within the wet well,then determine if a portable generator needs to be utilized to ensure the pump station does not overflow. The SCADA Integration is scheduled for September 2015. All GE iFIX and DFS SCADA systems are actively reporting data to a centralized repository for reporting. This central repository is the GE iFIX historian.The SCADA integration into the Cityworks work management interface will leverage this consistent data storage methodology for simple and seamless integration with GE Workflow product. These products were chosen due to the volume of SCADA data residing within a GE family of products. 4. GIS-based customer management system (UBCS CRM) This element of enterprise asset management will replace the outdated Special Assessments application. It contains several major inter-related modules, including a custom mandatory residential solid waste service roll module,a case management module,an estoppels module,a capital roll module and a commercial recycling management tracking module. To date,extensive process flow analysis has been performed on the service roll application including deep dive discovery sessions to identify all necessary business functionality. The discovery sessions extended longer than anticipated,but a development and testing schedule has been developed that will deliver the service roll module in live production by the end of June, 2015. The development requirements have exceeded those included in the RFP,resulting in a need to present a 16.89%change order to the Woolpert contract to successfully complete this module. Eleven(11)development deliveries have been received and tested,but there is no capability to conduct end to end testing. However, as of February 28, a major part of the SR functionality has been successfully tested. Cooperation between the Property Appraiser, GMD, and IT/GIS resulted in a GIS based solution developed by Stantec. Process flow analysis and discovery sessions have been performed on the case management module. Initial configurations have been delivered and are being reviewed and revised as appropriate. Following an in depth review of the proposed Cityworks solution and the workflow requirements for solid waste collection service customer service and compliance Woolpert agreed to develop the case management(CM)module using the PLL application.The majority of workflows have been identified and created in a development system. Once access is provided to the project team a test plan will be 290 completed. Completion of the case management module provides work order functionality necessary to complete the service roll module. The SR and CM modules are interdependent and are scheduled to migrate together into a QAS environment by April 27 with an expectation that they will then migrate to production no later than June 29,2015. Unforeseen delays in integrating daily address updates from GMD has prevented end- to-end testing. Critical functionality is present, but deferral of go-live is recommended until a proven feed of addresses from the GMD Cityview system can be managed effectively. Concurrently,SR and PLL both consume Property Appraiser(PA)data consisting of folio, address and owner data. The SR portion of the application consuming the data that is available in a`test' environment is demonstrated and tested. The Case Management PLL software is functional,but still missing several critical case types. Again, end-to-end testing, fully integrated with the SR module, is necessary prior to moving to from a development environment, DEV, to QAS and finally to a live environment (PRD). The team's recommendation is to complete the data feeds from GMD,the Property Appraiser and external sources such as City of Marco Island, with continued development and system integration. A deployment of the PLL system fully integrated and`end to end' testing will be scheduled AFTER the final collection roll is delivered to the Property Appraiser and accepted by the Tax Collector in early October. This approach ensures accuracy with current business processes while still developing and testing the new functionality as it becomes available. It is key to understand the dependencies of PUD with both internal and external data sources. GMD, • the Property Appraiser and even City of Marco Island and City of Naples provide key sources that are required to be accurate in managing our business processes accurately and efficiently. 5. CIP generation at short and long-term intervals (CCWSD) Implementation of this project is scheduled to start in February 2016. In preparation,the sub-team is focused on developing an asset on-boarding process that considers the needs of all workflows and divisions. While the project management information system is not included in the Woolpert contract, data transfers between project management and EAM are required. Physical asset on-boarding of a typical CIP construction project starts when record drawings are submitted. A standard GIS geodatabase format is required that facilitates consistent, standardized uploads of all assets and attributes. Financial asset on-boarding will occur in parallel with costs being allocated to each defined asset. A pilot of the asset on-boarding process is 90%complete is conjunction with the wastewater master pump station 104 project. In the case where the county pre-purchases CIP materials to save on lead time and/or sales tax, the materials,will be entered into a virtual Cityworks storeroom where they can be tracked and managed as projects are implemented. Internal Cityworks work orders will be issued to document the movement of materials. Once the materials are assigned to work orders and they are completed,the materials will become assets. When a CIP project is completed, any pre-purchased materials will be on-boarded along with all other project assets. GIS,RIVA,CCTV,GE Workflow,BizTalk(CCWSD) 291 Creation of Vertical and Plant Asset Hierarchy: One of the core tasks when implementing an Enterprise Asset Management systems is to develop and define the asset registry. This asset register resides within the GIS geodatabase. This GIS geodatabase becomes the authoritative source for asset information such as location, type, condition, size, make and mode (as well as many other critical attribute data that will be managed by all divisions with PUD — Water operations, Wastewater operations, financial operations, Planning and Project Management operations). The asset registry being developed for Collier County includes vertical and plant assets. The Horizontal hierarchy is provided by ESRI as its local government template and is consistent with pipeline operations and includes the pipelines and appurtenances of the water sewer district such as pipelines, manholes, valves, and meters. Other examples of linear assets within the agency include: storm water system, traffic signal fiber network, roads and canals. Vertical and plant assets hierarchy capture facilities where multiple assets are located and interconnected, with vertical assets being dispersed within the distribution network or fields, while Plant assets are collected locally within a facility boundary. Within Public Utilities this includes the water plants,wastewater plants,well houses and lift stations. Agency examples of vertical and plant asset include:county buildings,parks, libraries,signal systems at each intersection,and bridges. Linear Asset Register: The linear asset hierarchy has been established for wastewater, water,reuse, and the well field. The GIS geodatabase has been manually modified to accommodate the ability to put work orders to section of pipe, where the old system could have miles of pipe drawn as one asset, not allowing for good analysis of maintenance and break fix records on a pipeline and pipeline accouterments.This geometric upgrade was man-hour intensive but critical to the end user experience in city works and capital replacement and rehabilitation planning. Vertical and Plant Asset Register: Unlike linear assets, the GIS geodatabase did not include any vertical or plant asset schemas at the start of this project. This opportunity resulted in a focused effort of how to correctly organize the more than 7,000 vertical and plant assets identified within the utility. Great progress has been made through prototype testing. This process included documenting and creating the hierarchy and uploading 2,000 sample assets to the GIS geodatabase. Upon the geodatabase population, the Cityworks database was configured to match the asset grouping, called asset classes.This process has been critical in identifying tables and levels of hierarchy that are missing when work orders are performed against the vertical assets. An example of a critical change is drawn out below. Original Vertical and Plant Hierarchy-Plant-Structure-Process-Sub process-Asset Revised Vertical and Plant Hierarchy—Plant-Structure-Process-Sub process-position-asset This change allows for troubleshooting banks of assets such as pumps in a lift station. The position element allows end users to identify if the issue is with the pump position or the pump itself when issues occur. This change is being implemented this week along with minor changes identified during testing. To facilitate the re-linking of 7,000 vertical assets due to the restructuring of the vertical schema,a script is being written to expedite the process. To ensure GIS schema changes do not adversely impact other departments, divisions and applications using GIS a formalized GIS change management process has been established for communication on all schema changes. The development, quality assurance and production environments are also in 292 place and provide risk mitigation on changes made in this enterprise system. Each change can be developed, quality assured and then implemented into production. BOARD APPROVALS Board Actions/Direction-Past Description Date Recommendation to award Contract 10-5447 in the amount of$574,996 for Phase One and Phase Two, and$774,240 for Phase Three to EMA of Minnesota, Inc.,with authorization to issue a purchase order for Phases September 13,2011 One and Two for$574,996,in support of"Public Utilities Asset Management,"Projects 71012 and 73165. GMD-funded change order for GMD Phase One April 25,2012 Recommendation to negotiate the reallocation of tasks for Phase Two and Three of Contract No. 10-5447 with EMA of Minnesota, Inc., with authorization to prepare a Request for Proposal for the purchase of July 24,2012 Enterprise Asset Management software, in support of "Public Utilities Asset Management," Projects 71012 and 73165, as well as other future projects identified within the County Manager's Agency. Asset Assessment and Management Workshop October 9,2013 Recommendation to award Contract 13-6064 in the amount of$2,208,599 for Asset Management software and consulting,including implementation and integration,to Woolpert,Inc.;award licensing and maintenance January 14,2014 agreements for software totaling$497,775;and authorize funding in the amount of$567,893 for the approved Phase Three of existing contract 10- j 5447 with EMA of Minnesota,Inc. Recommendation to approve a Change Order in the amount of$208,960 and add 162 days to Contract 13-6064 for"Asset Management Software November 18,2014 and Consulting,"with Woolpert,Inc.,Project 50105. Change Order 2 to Contract 13-6064 in the amount of$199,998 for on- going support and maintenance for"Asset Management Software and February 10,2015 Consulting with Woolpert,Inc.,Project Number 50105. Board Actions/Direction—Future Planned Description Date None 293 AGENCY-WIDE EXPANSION TO OTHER DEPARTMENTS Growth Management Department: .; Since 2007 the Growth Management Department (GMD)has been engaged in the asset management process utilizing Cartegraph software. The initial focus was on the implementation of a paperless work order system and the building of the database of assets managed in the various functions performed by GMD. Over time the work order system has been linked to assets allowing for maintenance cost analysis and future cost projections. The current focus of Growth Management's asset management efforts is to continue support of its existing asset management system while at the same time preparing for an expansion into PUD's EAM system. GMD has ongoing initiatives to update their asset inventory `<1 through an extensive asset collection program. Traffic signals, signs,road segments, etc.. Have been collected and resources have shifted to concentrate on stormwater assets. To date, over 35,000 stormwater assets have been collected and digitized. The project is expected to last for at least two additional years. Additionally, Mowing and Sidewalks have been digitized and added to the system. GMD, through its Project Data Management project is continuously refining its asset on-boarding processes to ensure all assets are captured within the EAM system. Through the active participation in the EAM workshops of the various project levels,the department will be better placed to align their current asset management configuration for a smoother transition to the agency's EAM system.GMD plans to utilize PUD's finalized asset hierarchies, schemas,and work '^ processes as a basis to develop their own to be more in synch with an agency wide model. Although some elements of GMD's current asset and operational management system will be retained, GMD acknowledges that a significant realignment in configuration, an overhaul of the current database model and schema, and new resource requirements will have to be undertaken to transition to a different asset management system. To that effect, staff within GMD are performing gap-analyses on their asset registry,business processes, legacy data,and resources required to transition and support a new enterprise asset management system. Public Services Department: Public Services is actively participating in sub team meetings, describing and prescribing the needs and requirements of work management applications for linear assets as well as work requests and work orders. The Parks and Recreation Division took the first step towards getting staff acclimated to a work management system, by integrating the same work order software currently used by Facilities Management. This has allowed staff to track maintenance labor for current assets. In the future the Parks and Recreation Division will implement Phase II,which will consist of identifying all linear and vertical assets. 294 F Administrative Services Department: Administrative Services IT)is supporting the program by providing partici atin in the Division Directors governance group and participates in the governance meetings. Providing resources for sub team leadership and participation. The division is also providing guidance and direction for technical implementation associated with software,hardware and networking requirements. IT is 1i currently working with PUD,and the CMO on the transition planning for agency wide deployment. The Facilities Management(FM)Division has participated in high level discussions on key business outcomes and estimated number of asset classes. In support of these efforts,FM has digitized over 15,000 paper drawings and indexed those drawings to link to specific assets using the agency's Enterprise Content Management System. The goal is to capture all configuration control documents that can be tied to an asset,including technical manuals. The division has captured asset information on virtually all of its assets(6462 pieces of equipment we currently maintain)and uploaded the data into the Division's Archibus asset management system for current use. This information was captured in a format that will facilitate migration to Cityworks at some point in the future. =•i 295 AGENCY-WIDE EAM PROGRESS REPORT VI RESPECTFULLY SUBMITTED BY: J 1 ,i er J.- Be one (yXj ations Finance Di 'sio rector Date Dan Rodriguez, Solid J azardou aste Management Division Director Date , j---.......... 7 vii' Steve . -ss -r, at r Division Director Date eth Johhsen, Was water Division Director Date 7 //f.,S k, 7/Z34- Tom C e i Project Management Division Director Date 3. s Aaron Crom. , 'ID EAM Program Manager Date APPROVED BY ADMINISTRATIVE MEMBERS OF THE STEERING COMMITTEE:07/01//4 David Wilkison,Department Head,Growth Manag nt Division Date A9, . Q1--A,,e/c ( 2 7 3 1 Len Golden PriDepartment Head Administrative Services Division Date I?.. 4 , %' ,.+49nt0„:„„Z © od-mss..., r 1 '- - ' - ,ice (<7.07,--.0.2.<(,( ,, f. .�r r r Steve Carrell, Department Head,Public ServicegDivision Date C"` - - ; -,., 9f2 3/i Dr.George Yilmaz,Department Head, Public Utilities Division Date \':`- U 296 ORDINANCE NO. 15- AN ORDINANCE RELATING TO THE CAPITAL IMPROVEMENT ELEMENT OF THE COLLIER COUNTY GROWTH MANAGEMENT PLAN, ORDINANCE 89-05, AS AMENDED, PROVIDING FOR THE ANNUAL UPDATE TO THE SCHEDULE OF CAPITAL IMPROVEMENT PROJECTS, WITHIN THE CAPITAL IMPROVEMENT ELEMENT OF THE COLLIER COUNTY GROWTH MANAGEMENT PLAN BASED ON THE 2015 ANNUAL UPDATE AND INVENTORY REPORT ON PUBLIC FACILITIES (AUIR), AND INCLUDING UPDATES TO THE 5-YEAR SCHEDULE OF CAPITAL PROJECTS CONTAINED WITHIN THE CAPITAL IMPROVEMENT ELEMENT (FOR FISCAL YEARS 2016 — 2020) AND THE SCHEDULE OF CAPITAL PROJECTS CONTAINED WITHIN THE CAPITAL IMPROVEMENT ELEMENT FOR THE FUTURE 5-YEAR PERIOD (FOR FISCAL YEARS 2021 —2025), PROVIDING FOR SEVERABILITY, AND PROVIDING FOR AN EFFECTIVE DATE. [CPSP-2015-11 WHEREAS, the Collier County Board of County Commissioners adopted the Collier County Growth Management Plan ("GMP")on January 10, 1989; and WHEREAS, the Community Planning Act of 2011 requires the local government to review the Capital Improvement Element of the GMP on an annual basis and to update the 5- year Capital Improvement Schedule in accordance with Section 163.3177(3)(b), F.S.; and WHEREAS, staff initiated a petition updating the Schedule of Capital Improvements within the Capital Improvement Element of the GMP based on the 2015 Annual Update and Inventory Report on Public Facilities (AUIR), and additional staff analysis, including update to the 5-year Schedule of Capital Projects contained within the Capital Improvement Element (for Fiscal Years 2016 — 2020) and the Schedule of Capital Projects contained within the Capital Improvement Element for Future 5-year Period(for Fiscal Years 2021 —2025); and WHEREAS,the Board of County Commissioners of Collier County did take action in the manner prescribed by law and did hold a public hearing concerning the adoption of this Ordinance to update the Schedule of Capital Improvement Projects on November 10, 2015; and [15-CMP-00951/1207881/1]37 -2015 AUIR/CIE Ord. 1 of 3 Rev. 9/08/15 WHEREAS, the Collier County Planning Commission held a public hearing on September 25, 2015 and provided a recommendation of approval; and WHEREAS, all applicable substantive and procedural requirements of law have been met. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA,that: SECTION ONE: APPROVAL OF ANNUAL UPDATE TO THE SCHEDULE OF CAPITAL IMPROVEMENT PROJECTS The Board of County Commissioners hereby adopts this update to the Schedule of Capital Improvement Projects in accordance with Section 163.3177, F.S. The Capital Improvement Projects are attached hereto as Exhibit "A" and are incorporated by reference herein. SECTION TWO: SEVERABILITY If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE The effective date of this update shall be upon filing with the Florida Secretary of State. PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this day of , 2015. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA By: By: Deputy Clerk TIM NANCE, Chairman [15-CMP-00951/1207881/1]37 -2015 AUIR/CIE Ord. 2 of 3 Rev. 9/08/15 Approved as to form and legality: 0.5 Heidi Ashton-Cicko Managing Assistant County attorney Attachment: Exhibit A—Capital Improvement Projects [15-CMP-0095111207881 11] 37 -2015 AUIRZCIE Ord. 3 of 3 Rev. 9/08/15 Exhibit A . c) C) C) C) 0 0 00 0 00 C7 C3 0 CDCD 0 CD 047 0 - 0 CD C D C7 D C00000000000000000000 0 888000 007 0 i3 r- W Z W 6.7 0 0 0 0 CC CC 0-CV-0 Mi 0 0 0-eC 6..,.- Mi. 0 CD C)CD CD CD CD CD 0 0 1.0 Z ...3 MI 0 to r-... in 00 kr)sr o 0 to CO 6 CC)o H.00 0 0-6 6 6 O 6 co-a--an-6 3 tO <C.60 0 ul 40 CD CO CM r- sr. 07 4i, (cC 49 OC W CD . , . i.6.. .--• 0 0 CD CD CD 0 0 CD CD<7 CD 0 CD CD 0 0 0 0 C D D D C 0 0 o 888888 0 (3 o 6 = N .2 6 0 6 CD'6 6 0 6 r- 0 6-CD 4)41 CD CD 6 CD 0 0 45 0 0 0 0 N 0 o 0 CD CD o es 4D 0 CM Sr 6.69 CD sr r- 61 CD ,- 61 CD sr 0 01 4a N CO r.; .-CC)*" 6 4"6 6 ''''' 6 co- c,i 4" 2 >, 64 49 4.9 r- (A 7 VI, sr- < U. 69 69 49 - r- r- LL 69 VI , 'V- VI 64 44 0 C 0,C.C C 0 0 0 C D C 0 C C C, --- 0 VD 69 CD 49 69 09 64 0 0 0 0 0 0 0 CD C) CD 0 CD 0 0 0 0 0 4.- 0 0_ 0 C) C) 0 0 0 0 0 . _ .. 0 C,to to 0 0 0 0 0 C7 0 0 0 0 CD Z OD SC 0 666000t- c) o 6 6 6 00 6 • ,- 0 6 o C') r- sr to o cs 0 6 4) 6 r-)t--o o ,r .-- an -(7; 5; <t) 0 0 sr) sr) 4-1 N r.,i r- 64 CD V" c5 ri re N - . 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CO > acz ! e 'e) < 2$222."12ga -E ta *- 0 g al 3 Q . ,tc z 0 S a. 11 Page 6 of ) 0 EXHIBIT"A" COLLIER COUNTY SCHEDULE OF CAPITAL IMPROVEMENTS COST AND REVENUE SUMMARY TABLE FISCAL YEARS 2016-2020 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: IF-Impact Fees/COA Revenue $47,800,000 DCA-Development Contribution Agreements $900,000 GA-Gas Tax Revenue $92,500,000 GR-Grants l Reimbursements $9,676,000 CF-Available Cash for Future Projects/Payment of Debt Service 517,605,000 TR-Transfers 562,860,000 GF-General Fund $1,938,000 ARF-Additional Rot Forward $15,127,000 IN-Interest Revenue-Impact Fees -$1,443,000 $246,963,000 Less Expenditures: $246,963,000 $246,963,000 Balance SO POTABLE WATER SYSTEM PROJECTS Revenues: WIF-Water System Development Fees/Impact Fees $24,500,000 RR-Revenue Reduction(less 5%required by law) SO B•Bonds $0 LOC-Commercial Paper 1 $0 SRF-State Revolving Fund Loans $0 WCA-Water Capital Account $4,026,000 REV-Rate Revenue 5120,806,000 $149,332,000 Less Expenditures: $149,332,000 $149,332,000 Balance $0 WASTEWATER COLLECTION&TREATMENT SYSTEM PROJECTS Revenues: SIF-Wastewater System Development Fees/Impact Fees $22,500,000 RR-Revenue Reduction(less 5%required by law) $0 ralk, B-Bonds $0 SRF-State Revolving Fund Loans $28,716,000 LOC-Commercial Paper,Additional Senior Lien $0 SCA-Wastewater Capital Account,Transfers $4,173,000 REV-Rate Revenue 5225,936,400 $281,325,400 Less Expenditures: $281,325,400 $281,325,400 Balance $0 SOLID WASTE DISPOSAL FACILITIES PROJECTS Revenues: LTF-Landfill Tipping Fees $0 SO Less Expenditures: $0 $0 Balance $0 PARKS&RECREATION FACILITIES PROJECTS Revenues: IF-Impact Fees $34,769,800 DIF-Deferred Impact Fees SO GR-Grants/Reimbursements SO IN-Interest $155,400 RR-Revenue Reduction(less 5%required by law) $0 CF-Available Cash for Future Projects/Payment of Debt Service $8,222,000 TR-Added Value through Commitments,Leases&Transfers $0 OF-General Fund $0 $43,147,200 Less Expenditures: $17,359,700 $43,147,200 Balance $25,787,500 STORMWATER MANAGEMENT SYSTEM PROJECTS Revenues: GR-Grants/Reimbursements $1,312,000 CF-Available Cash for Future Projects/Payment of Debt Service $92,000 IN-Interest Revenue $180.000 RR-Revenue Reduction(less 5%required by taw) ($10,000) MSTD-General Fund $7,750,000 GF-General Fund $20,080,000 $29,384,000 Less Expenditures: $29,384,000 $29,384,000 """N1/4 Balance $0 TOTAL REVENUE TOTAL PROJECTS $724,364,100 SOURCES $750,151,600 G 4UES Planning Sevus■Comprehensne■2015 AUIR-CIEl1S CIE uptlateaparenlox exacoot CIE rY 16-20_15 AUIR Page ©f CIE-25—Lb i •,- CD tii CC 1.4 0. 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The right column is a calculation of expenses versus revenues for each type of public facility. AS 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 $28,000,000 GA-Gas Tax Revenue $91,500,000 GR-Grants/Reimbursements S0 CF-Available Cash for Future Projects/Payment of Debt Service $0 TR-Transfers $0 GF-General Fund $68,500,000 DC-Developer Contribution Agreements/Advanced $0 IN-Interest-Fund 313(Gas Tax&Interest Impact Fees $5,000,000 RR-Revenue Reduction(less 5%required by law) $0 $193,000,000 Less Expenditures: $193,000,000 $193,000,000 Balance $0 POTABLE WATER SYSTEM PROJECTS Revenues: WIF-Water System Development Fees $113,910,000 RR-Revenue Reduction(less 5%required by law) SO WCA-Water Capital Account $3,066,000 REV-Rate Revenue $24,500,000 $141,476,000 Less Expenditures: $141,476,000 141,476 000 Balance $0 WASTEWATER TREATMENT SYSTEM PROJECTS Revenues: SIF-Wastewater System Development Fees $22,500,000 RR-Revenue Reduction(less 5%required by law) $0 B-Bonds $0 SRF-State Revolving Fund Loans $12,498,000 LOC-Commercial Paper,Additional Senior Lien $0 SCA-Wastewater Capital Account $3,066,000 REV-Rate Revenue $391,269,110 $429,333,110 Less Expenditures: $429,333,110 6429,333,110 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 $0 GR-Grants 1 Reimbursements $0 GF-General Fund $0 $0 Less Expenditures. $0 E Balance SO STORMWATER MANAGEMENT SYSTEM PROJECTS Revenues: GR-Grants 1 Reimbursements $0 CF-Available Cash for Future Projects/Payment of Debt Service $0 CRA-Community Redevelopment Area/Municipal Service Taxing $0 GF-General Fund $27,575,000 $27,676,000 Less Expenditures: $27,575.000 $27.575,000 Balance $0 ..-'-, 111J1AL I0IAL KtVtNUE PROJECTS $791,384,110 SOURCES $791,384,110 6 iC DES?ISnnng Se-ricec■Coy■preneocivel2C'5 AOR-CIE115 CIE Ulaie■c CIE FY 2125_15 AVER CIE Appendix-7 t Pagel„...Of _ NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER AN ORDINANCE Notice is hereby given that a "Special" public hearing will be held by the Collier County Planning Commission on Friday, September 25, 2015 at 9:00 A.M. in the Growth Management Department Conference Rooms 609/610, 2800 N. Horseshoe Drive,Naples,FL. The purpose of the hearing is to consider: AN ORDINANCE RELATING TO THE CAPITAL IMPROVEMENT ELEMENT OF THE COLLIER COUNTY GROWTH MANAGEMENT PLAN,ORDINANCE 89-05,AS AMENDED,PROVIDING FOR THE. ANNUAL UPDATE TO SCHEDULE OF CAPITAL IMPROVEMENT PROJECTS,WITHIN THE CAPITAL IMPROVEMENT ELEMENT OF THE COLLIER COUNTY GROWTH MANAGEMENT PLAN BASED ON THE 2015 ANNUAL UPDATE.AND INVENTORY REPORT ON PUBLIC FACILITIES (AUIR) AND INCLUDING UPDATES TO THE 5-YEAR SCHEDULE OF,CAPITAL PROJECTS CONTAINED WITHIN THE CAPITAL IMPROVEMENT ELEMENT(FOR FISCAL YEARS 2016-2020).AND THE SCHEDULE OF CAPITAL PROJECTS CONTAINED WITHIN THE CAPITAL IMPROVEMENT ELEMENT FOR THE FUTURE 5-YEAR PERIOD (FOR FISCAL YEARS 2021 2025), PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. [CPSP-2015-1] All interested parties are invited to a pear and be heard. Copies of the proposed ORDINANCE will be made available for inspection at the GMD Zoning Division,Comprehensive Planning Section, 2800 N. Horseshoe Dr., Naples,.between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Furthermore the materials will be made available for Inspection at the Collier County Clerk's Office,Fourth Floor,Collier County Government Center, 3299 East Tamiami Trail, Suite 401, Naples, one week prior to the scheduled hearing.Any questions pertaining to the documents should be directed to the Comprehensive Planning Section. Written comments filed with the Clerk to the Board's /-**N Office prior to Friday, September 25, 2015, will be read and considered at the public hearing. ; If a person decides to appeal any decision made by the Collier County Planning Commission with respect to any matter considered at such meeting or hearing,he will need a record of that proceeding, and for such purpose he 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. If you are a person with a disability who needs anyaccommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Division, located at 3335 Tamiami Trail East,Suite 101,Naples,FL 34112 5356, (239) 252-8380, at least two.days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. Mark P.Strain,Chairman Collier County Planning Commission September 4,2015 No.676348