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CCPC Agenda 12/06/2018 (PL20180002552/CPSP-2018-6 COLLIER COUNTY GROWTH MANAGEMENT PLAN AMENDMENTS I Cl0 vy.s umialimoolik _ Once POTABLE WATER SUB-ELEMENT OF THE PUBLIC FACILITIES ELEMENT (TRANSMITTAL HEARING) Petitions: PL20180002552-CPSP-2018-6 CCPC: DECEMBER 6, 2018 BCC: JANUARY 8, 2019 TABLE OF CONTENTS CCPC GMP TRANSMITTAL AMENDMENT DECEMBER 6, 2018 1) TAB: Transmittal Staff Report DOCUMENT: CCPC Staff Report: PL20180002552/CPSP-2018-6 2) TAB: Resolution DOCUMENT: Transmittal Resolution with Exhibit "A" text (and/or maps): PL20180002552/CPSP-2018-6 3) TAB: Project PL20180002551/ DOCUMENT: Ten Year Water Supply Plan Petition CPSP-2018-6 4) TAB: Legal Advertisements DOCUMENT: CCPC Advertisement Agenda Item #9.A.4 Cotner County STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION (CCPC) FROM: COMPREHENSIVE PLANNING SECTION, ZONING DIVISION, GROWTH MANAGEMENT DEPARTMENT HEARING DATE: December 6, 2018 RE: Petition PL20180002552/CPSP-2018-6, Ten-Year Water Supply Facilities Work Plan, Growth Management Plan Amendment. (TRANSMITTAL HEARING) NOTE: This petition also requires a recommendation by the CCPC sitting as the Environmental Advisory Council. AGENT/APPLICANT: Public Utilities Department Engineering and Project Management Division Collier County Government 3339 East Tamiami Trail, Suite 303 Naples, FL 34112 GEOGRAPHIC LOCATION: The proposed Growth Management Plan (GMP) amendment is not specific to a certain location. REQUESTED ACTION: The proposed text change seeks to amend the Potable Water Sub-Element of the Public Facilities Element to update the reference to our next Ten-Year Water Supply Facilities Work Plan, as required of Collier County government by Section 163.3177(6)(c), Florida Statutes. Policy 1.7 is proposed to be amended as follows: [Note: Current Potable Water Sub-Element language appears below in plain text, the proposed amendment is shown in strike-through/underline format. Objective 1 of the Sub-Element is included for background/clarity purposes] PL20180002552/CPSP-2018-6 1 Ten-Year Water Supply Facilities Work Plan— Potable Water Sub element of the Public Facilities Element Agenda Item #9.A.4 Proposed Potable Water Sub-Element Text Amendment: [page 2] OBJECTIVE 1: Locate and develop potable water supply sources to meet the future needs of the County owned and operated systems, said supply sources meeting the minimum Level of Service Standards established by this Plan. The development and utilization of new potable water supply sources and the acquisition of land necessary for such development shall be based upon the information, guidelines and procedures identified within the County's Ten-Year Water Supply Facilities Work Plan (as updated) and the Lower West Coast Water Supply Plan prepared by the South Florida Water Management District. [Note: No revisions to Policies 1.1 through 1.6 are proposed.] Policy 1.7: The County has developed the Ten-Year Water Supply Facilities Work Plan, dated October 2013 November 2018, in accordance with the water supply guidelines of the most current version of the South Florida Water Management District's Lower West Coast Water Supply Plan. The County's Ten-Year Water Supply Facilities Work Plan is incorporated herein by reference. STAFF ANALYSIS: As indicated in Policy 1.7 of the Public Facilities Element, Potable Water Sub-Element, the County has developed the Ten-Year Water Supply Facilities Work Plan (Appendix A). The proposed text amendment seeks to adopt the updated version of the County's plan, which has been prepared in accordance with the most current version of the South Florida Water Management District's Lower West Coast Water Supply Plan. The updated version of the Ten- Year Water Supply Facilities Work Plan is proposed for incorporation into the County's GMP by reference. Regional Planning: In December 2017, the Governing Board of the South Florida Water Management District (SFWMD) approved the 2017 Lower West Coast Water Supply Plan (LWCWSP) Update. Under Florida law (section 163.3177(6)(c), Florida Statutes) Collier County must adopt amendments to its comprehensive plan within 18 months of the SFWMD approval of the update. These amendments include the development of an updated 10-Year Water Supply Facilities Work Plan and amendments to the Growth Management Plan (GMP). The LWCWSP amendment required the five water management districts to initiate regional water supply planning in all areas of the State. The purpose of regional water supply planning is to develop strategies to meet future water demands of urban and agricultural uses, while meeting the needs of the environment. This process identifies historical uses of water and water source options to meet potential shortfall. Each regional water supply plan is based on at least a 10-year future planning horizon, and a complete update of each plan is required every five years. PL20180002552/CPSP-2018-6 2 Ten-Year Water Supply Facilities Work Plan—Potable Water Sub element of the Public Facilities Element Agenda Item #9.A.4 The Lower West Coast Water Supply Planning Area includes Lee County and portions of Charlotte, Collier, Glades, Hendry and Monroe counties. The 2017 Lower West Coast Water Supply Plan Update (LWC Update)was approved by the SFWMD Governing Board in December 2017. The LWC Update assesses projected water demands and potential sources of water for the period through 2040. l PORT CHARLOTTE ' SFWMD l - , CHARLOTTE r - I './ — -s L sWFWMD I . �{.SFWMD GLADES ` •e Srs r hallow I 17arDar „. .._____,..„........„.„.„- 0 LJ 578 IABELLE CLEWISTON\"'•- �' Okaloacoochee - '�\\ . 4 �m r�' LEMON I Slough ( � -# C°RAL ,faRT ACRES State Forest \i (. �{j IIYFM \� r �; . L E E IY�L . r i �” L" - r,,,,=-')- 1 �._-_. ; 4 HENDRY r- Corkscrew I �� +�'` , swamp 1 I l J Saneuary ( 1 \\-..„`..„.„.___.„----_,---,,,--,‘, sso p.,a I kV r 0+ I Al \\ ': ' ' I a.1 i It \ I. ,u. INN 11 El COLLIER ' ' I s' 1-- - d -a,:, G l'I.F I)F �� .'--, hanForest .' . SIE.Y I I'O r j ' Big Cypress 3"" National ( • Preserve I \ ,.__, ,,,7_,_,14"164""414.77:-., fa I s i S NWFWMD� �. Yd' SRWMD MONROE ' SJRWMD SWFWMD \ '�.✓ l GI LI U[ L ii SFWMD ..- i 0 5 t0 20 i LOCATION MAP S ' I I I Milese 'e,may. r ba.slwnld povdodGsOS9¢Ms1KC2]1Mmczot7LVCSSP_CIwLF.„Ra Source:2017 Lower West Coast Water Supply Plan Update PL20180002552/CPSP-2018-6 3 Ten-Year Water Supply Facilities Work Plan—Potable Water Sub element of the Public Facilities Element Agenda Item #9.A.4 Local Planning: On February 25, 2003 the Board of County Commissioners adopted an update to the County's 2001 Water Master Plan, to provide an integrated approach for meeting the projected water system demands up to the year 2022. The "2002 Water Master Plan Update" provided for comprehensive overview of the entire water system, including emergency systems, water demand projections and demands and proposed conservation and reclaimed water projects, and provided a plan for future water supply and infrastructure needs to meet the requirements of growth, infrastructure renewal, replacement and enhancement over a course of five years. Water demands were provided at five-year increments to be consistent with the 2000 Lower West Coast Regional Water Supply Plan. During the State of Florida's 2005 legislative session, lawmakers revised state water law to include a new statutory provision. Local governments within the Lower West Coast Planning Area are required to prepare a Ten-Year Water Supply Facilities Work Plan that identifies water supply projects and adopt revisions to comprehensive plans within 18 months following the approval of the most current version of the Lower West Coast Water Supply Plan Update. On January 25, 2007, as part of the 2004 Evaluation and Appraisal Report (EAR) based amendments, and in preparation of the anticipated Ten-Year Water Supply Facilities Work Plan, Collier County adopted language to coordinate water supply planning with SFWMD. Modifications of various Goals, Objectives and Policies (GOPs), as required by these legislative actions, were addressed through the GMP amendment to the Potable Water Sub-Element, the Conservation and Coastal Management Element and the Intergovernmental Coordination Element. The amendments referenced the 2002 Water Master Plan Update and any updates as the County's water supply planning document. During the County's 2011 EAR-based amendments, references to the County's 2002 Water Master Plan document were further revised to note the adopted Ten-Year Water Supply Facilities Work Plan (dated October 2008) as the County's appropriate document for water supply planning. On February 24, 2009, the County adopted its first Ten-Year Water Supply Facilities Work Plan, by Ordinance No. 09-04. It was based on the guidelines of the 2005-2006 Lower West Coast Plan Update, subsequently adopted. In December 2017, the SFWMD's Governing Board approved the 2017 Lower West Coast Water Supply Plan Update. Therefore, Collier County must adopt the proposed GMP text amendment that references the proposed Ten-Year Water Supply Facilities Work Plan by May 15, 2019 (or 18 months after the District Governing Board approved each regional water supply plan) [s. 163.3177(6)(c), F.S.]. PL20180002552/CPSP-2018-6 4 Ten-Year Water Supply Facilities Work Plan—Potable Water Sub element of the Public Facilities Element Agenda Item #9.A.4 Proposed 10-Year Water Supply Facilities Work Plan update: As noted in the attached 10-Year Water Supply Facilities Work Plan, the updated document addresses the following objectives: • Identifies population and water demands of the County and each utility for the planning period, 2019 to 2028. • Presents existing and planned potable and reclaimed water facilities that will be utilized to meet demand projections. • Identifies sources of raw water needed for potable water and irrigation water supply to meet demands through the year 2028. • Identifies the steps necessary to develop additional potable and reclaimed water supplies and specifies when they must occur and how they will be funded. • Demonstrates that the water supply plans for each utility within the County are feasible with respect to facility capacity to be developed and consumptive use permit allocations required. • Describes the conservation practices and regulations utilized by each utility to meet water supply demand. The population methodology used for the 10-Year Water Supply Facilities Work Plan is based on the County's latest adopted Annual Update Inventory Report and Capital Improvement Element (AUIR-CIE) available at the time the plan was created (2018 AUIR-CIE). Please note that because of updates to data, the proposed Ten-Year Water Supply Facilities Work Plan will - differ from the 2017 Lower West Coast Plan Update, as well as the most recent AUIR-CIE documents. These variances have been vetted with SFWMD staff, who agrees that the population methodology is appropriate. This 10-Year Water Supply Facilities Work Plan was prepared by the County's consultant, CDM Smith, in coordination with Public Utilities Department and Growth Management Department staff, as well as representatives from various private utilities, and includes the areas of the County served by the Collier County Water and Sewer District, the Ave Maria Utility Company (AMUC), and the Immokalee Water and Sewer District (IWSD). Also referenced in the plan are the Lee Cypress Water and Sewer Co-Op, Inc, and the Port of The Islands Community Improvement District, as well as a number of small capacity water systems regulated by the Florida Department of Environmental Protection (FDEP) (see pages 2-6 and 2-7 of the attached plan). These did not meet the minimum size requirements to be included. In substance, the CCWSD portions of the Plan update provide detail behind the following broad subject areas: (a) Existing Facilities (Section 4): The CCWSD is served by three water treatment plants, the North County Regional Water Treatment Plant, the South County Regional Water Treatment Plant, and the Orange Tree Water Treatment Plant, with maximum finished water production capacities of 20 MGD, 32 MGD, and 0.75 MGD respectively. Four wellfields provide raw water for the plants, drawing from both brackish and non-brackish PL20180002552/CPSP-2018-6 5 Ten-Year Water Supply Facilities Work Plan Potable Water Sub element of the Public Facilities Element Agenda Item #9.A.4 sources. Collier County has been a leader in the use of brackish water source production. Along with these production and wellfield facilities, the CCWSD contains over 1,000 miles of transmission and distribution pipelines, water storage tanks, pumping facilities, an aquifer storage and recover (ASR) system and approximately 56,000 individual service connections. In addition, the CCWSD operates one of the largest irrigation quality (IQ) water systems in south Florida. With contractual commitments of over 23 MGD to golf courses communities, parks and roadway medians, there is additional potential demand of over 28.5 MGD represented by communities that have been dual-piped. (b) Planned Water Supply Facilities (Section 5): Based on the 2018 AUIR population and Level of Service (LOS) standard, the Plan update indicates 2027 as the optimal first production year for the new Northeast Regional Water Treatment Plant Wellfield Phase 1. Components of this regional improvement include the Phase 1 Water Treatment Plant, the Phase 1 wellfield, and all associated transmission pipelines, pumps and water storage tanks. The District's IQ water system will be enhanced by the development of 5 ASR wells that will allow storage of IQ water in the wet season for use in the dry season. Additional sources of IQ supply will be addressed, through permit allocations of groundwater and capture and storage of surface water. (c) Facilities Capacity Analysis (Chapter 6): Plans to bring online a new potable water treatment facility and associated wellfield during the 10-year period will allow CCWSD to stay ahead of the demand curve during the 10-year planning period. (d) Conservation (Section 7): Conservation measures have been an important element in CCWSD planning for many years. Local regulations on domestic irrigation, low flow devices, Florida Friendly landscape principles, Fridays are Dry Days, and a block rate structure have been employed and will be continually improved. A meter replacement program is now underway, and efficiency gains at the Regional Plants and throughout the Distribution system are being realized. (e) Capital Improvement Projects (Section 8): Subsections present the capital improvement projects planned by each utility, including the funding source, project number, project name, and cost estimate for each project. A depiction of the District boundaries for each of the covered utilities follows. PL20180002552/CPSP-2018-6 6 Ten-Year Water Supply Facilities Work Plan— Potable Water Sub element of the Public Facilities Element Agenda Item #9.A.4 Collier County Water-Sewer District Current and Future Potable Water Service Areas (2018 AUIR) R25S I R26S I R27S I R28S I R29S I R30S I ' _ it s ~ Immokalee Water&Sewer District > • - mA ted- , _ co s _ II s 5■ . iiiniii ry - s aEtitt+ga �1 Mall ._ *. 111111111111111111 ':. ��1 Sal Milll 4 r--. Ave Maria s co uf0a1sss 1_ i issomplissum. ., v : s0 ®®® N.=741111111111.1= 1111111111111111111111 .._. , V -, 91 Big Cy 1111111111111111111111 '' . Cypress s 111111111111111111511 :. 11111 cin - Kia ,.s flea®0® ssiinss H 1111 s®s ss ®w s ss __�® ®ass ° ' — ssos0 so i co .4111l City of Naples 111111111111111111 �11 0 In If ssss= s® ®.ss®® ! .II1ssIPis i Legend + Regional Water Service Area — Northeast Water Service Area tin 1 s Served by Others I-- ! n „ ©Excluded From CCWSD by Special Act I._1 Stewardship District ®�K 111 IIIRMI �a-� -•- IO Jurisdictional Boundary Mil— City of Marco Island ' 4< cogyp► Alrplpi ' a -N• ' Of ARA N H A 0 1 5 :< 10 ss . mi ........--q= Miles s Figure PW-1I Source:Collier County 10 Year Water Supply Plan Update(Draft),October 2018 PL20180002552/CPSP-2018-6 7 Ten-Year Water Supply Facilities Work Plan- Potable Water Sub element of the Public Facilities Element Agenda Item #9.A.4 Statutory Requirements: The Department of Economic Opportunity (DEO) has published "A guide to Preparation of the Water Supply Facilities Work Plan". Local governments must comply with the following statutory requirements for water supply and facility planning (Each requirement followed by staff comment in bold and italics): 1. Coordinate appropriate aspects of their comprehensive plan with the appropriate water management district's regional water supply plan. [Section 163.3177(4)(a), F.S.]. The current GMP contains Goals, Objectives, and Policies (GOPs) that had been adopted with the purpose of maintaining coordination with the SFWMD's water supply plan. 2. Revise the Potable Water Sub-Element to adopt a water supply facilities work plan covering at least a 10-year planning period to meet existing and projected demand. The work plan should address those water supply facilities for which the local government has responsibility and include the facilities needed to develop alternative water supplies. The work plan should also identify conservation and reuse measures to meet future needs. [Section 163.3177(6)(c), F.S.] Policy 1.7 of the Potable Water Sub-Element was amended by Ordinance 09-04 to incorporate by reference the County's 10-Year Water Supply Facilities Work Plan. This proposed GMP amendment seeks to adopt the revised update to the plan, which identifies: the County's traditional and alternative water supply sources to meet existing and projected needs for the a 10- year period; the capital improvements that will be needed to develop, treat, and deliver those alternative supplies; and the conservation measures and reuse supplies utilized to offset demand for new water. The County also updates its Capital Improvement Element on a yearly basis through the AUIR-CIE to include the capital improvements needed in the first five years of the 10-Year Water Supply Facilities Work Plan. 3. Revise the Conservation Element to assess current and projected water needs and sources for at least a 10-year planning period. The analysis must consider the existing levels of water conservation, use, and protection and the applicable policies of the water management district, and the district's approved regional water supply plan. In the absence of an approved regional water supply plan, the analysis must consider the district's approved water management plan. [Section 163.3177(6)(d)3, F.S.] The current Conservation and Coastal Management Element of the GMP contains Goals, Objectives, and Policies (GOPs) that consider the SFWMD's levels of water conservation, use, and protection. 4. Revise the Capital Improvements Element to identify capital improvements projects to be implemented in the first 5 years of the work plan for which the local government is responsible, including both publicly and privately funded water supply projects necessary to achieve and maintain adopted level of service standards; and adopt a 5-year schedule of capital improvements to include those projects as either funded or unfunded, and if unfunded, given a level of priority for funding. [163.3177(3)(a)4, F.S.] The County PL20180002552/CPSP-2018-6 8 Ten-Year Water Supply Facilities Work Plan—Potable Water Sub element of the Public Facilities Element Agenda Item #9.A.4 updates its Capital Improvement Element on a yearly basis through the AUIR-CIE to include the capital improvements needed in the first five years of the 10-Year Water Supply Facilities Work Plan. 5. Revise the Intergovernmental Coordination Element to adopt principles and guidelines to be used to coordinate the comprehensive plan with the regional water supply authority (if applicable) and with the applicable regional water supply plan. [163.3177(6)(h)1, F.S.] The current Intergovernmental Coordination Element of the GMP contains Goals, Objectives, and Policies (GOPs) that provide principles and guidance for coordination with the SFWMD and other public and private utilities in regard to water supply planning. 6. During the Evaluation and Appraisal review, determine if comprehensive plan amendments are necessary to reflect statutory changes related to water supply and facilities planning since the last update to the comprehensive plan. if necessary, transmit the amendments to incorporate the statutory changes as appropriate. [Section 163.3191(1) and (2), F.S.] The recently adopted County's EAR-based amendments included revisions to several of its Elements (not related to statutory changes) to revise references to the County's 2014 Water and Wastewater Master Plan Update document and include the adopted Ten-Year Water Supply Facilities Work Plan, the Lower West Coast Water Supply Plan and the Water Master Plan as the County's appropriate documents for water supply planning. NEIGHBORHOOD INFORMATION MEETING (NIM) SYNOPSIS The Collier County Land Development Code Chapter 10.03.00: Notice Requirements, establishes the required methods of providing public notice procedures and refers to Chapter 8 of the Collier County Administrative Code for Land Development (2018), which addresses information relating to public notice requirements for land use petitions (including when a Neighborhood Information Meeting is required.) The Administrative Code states, "The NIM is only for site-specific amendments." This project is not a site-specific amendment, therefore no NIM was held. LEGAL CONSIDERATIONS: This staff report has been reviewed and approved by the Office of the County Attorney. STAFF RECOMMENDATION: That the Collier County Planning Commission, sitting as the Environmental Advisory Council under Ordinances 2013-50 and 2013-51, and in its capacity as the local planning agency under Ch. 163.3174, F.S., forward Petition PL20180002552/CPSP-2018-6 to the Board of County Commissioners with a recommendation to approve for Transmittal to the Florida Department of Economic Opportunity. PL20180002552/CPSP-2018-6 9 Ten-Year Water Supply Facilities Work Plan—Potable Water Sub element of the Public Facilities Element PREPARED BY: 461 efrjg DATE: hi'/ 1 SUE FAULKNER, PRINCIPAL PLANNER COMPREHENSIVE PLANNING SECTION, ZONING DIVISION REVIEWED BY: (‘p DATE: DAVID WEEKS,AICP, GROWTH MANAGEMENT MANAGER COMPREHENSIVE PLANNING SECTION, ZONING DIVISION DATE: S'' (8 MICHAEL BOSI,AICP, DIRECTOR ZONING DIVISION APPROVED BY: DATE: � / ^/69 JAMES FRENCH, DEPUTY DEPARTMENT HEAD GROWTH MANAGEMENT DIVISION PETITION NO.: PL20180002552 CPSP-2018-6, Staff Report for the December 6, 2018, CCPC Meeting. NOTE: This petition has been scheduled for the January 8, 2019, BCC Meeting. G:\ODES Planning Services\Comprehensive\COMP PLANNING GMP DATA Comp Plan Amendments\2018 GMPAs Outside of Cycle\CPSP-2018-6 Ten Yr.Water Supply Plan\CCPC STAFF REPORT 11 RESOLUTION NO. 19- A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS PROPOSING AMENDMENT TO THE COLLIER COUNTY GROWTH MANAGEMENT PLAN, ORDINANCE 89-05, AS AMENDED, SPECIFICALLY AMENDING THE POTABLE WATER SUBELEMENT OF THE PUBLIC FACILITIES ELEMENT TO AMEND POLICY 1.7 TO REFERENCE THE UPDATED TEN YEAR WATER SUPPLY FACILITIES WORK PLAN, AND FURTHERMORE DIRECTING TRANSMITTAL OF THE AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY. IPL20180002552] WHEREAS, Collier County, pursuant to Section 163.3161, et. seq., Florida Statutes, the Florida Local Government Comprehensive Planning and Land Development Regulation Act of 1985, was required to prepare and adopt a comprehensive plan; and WHEREAS, the Collier County Board of County Commissioners adopted the Collier County Growth Management Plan on January 10, 1989; and WHEREAS, the Community Planning Act of 2011 provides authority for local governments to amend their respective comprehensive plans and outlines certain procedures to amend adopted comprehensive plans; and WHEREAS, Collier County staff has initiated this amendment to the Future Land Use Element; and WHEREAS, on December 6, 2018, the Collier County Planning Commission considered the proposed amendment to the Growth Management Plan pursuant to the authority granted to it by Section 163.3174, F.S., and has recommended approval of said amendment to the Board of County Commissioners; and WHEREAS, on January 8, 2019, the Board of County Commissioners at a public hearing approved the transmittal of the proposed amendment to the state land planning agency in accordance with Section 163.3184, F.S.; and WHEREAS, upon receipt of Collier County's proposed Growth Management Plan Amendment, various State agencies and the Department of Economic Opportunity (DEO) have thirty (30) days to review the proposed amendment and DEO must transmit, in writing, to Collier County its comments within said thirty (30) days pursuant to Section 163.3184, F.S.; and �-. [18-CMP-01043/1443466/1141 Page 1 of 2 11/1/18 Words underlined are additions; Words struck through are deletions. *** *** *** ***are a break in text WHEREAS, Collier County, upon receipt of the written comments from DEO must adopt, adopt with changes or not adopt the proposed Growth Management Plan Amendment within one hundred and eighty (180) days of such receipt pursuant to Section 163.3184, F.S.; and WHEREAS, the DEO, within five (5) days of receipt of Collier County's adopted Growth Management Plan Amendment, must notify the County of any deficiencies of the Plan Amendment pursuant to Section 163.3184(3), F.S. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: The Board of County Commissioners hereby approves the proposed Growth Management Plan Amendment, attached hereto as Exhibit "A" and incorporated by reference herein, for the purpose of transmittal to the Department of Economic Opportunity and other reviewing agencies thereby initiating the required State evaluation of the Growth Management Plan Amendment prior to final adoption. THIS RESOLUTION ADOPTED after motion, second and majority vote this day of , 2019. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA BY: Deputy Clerk , Chairman Approved as to form and legality: Scott A. Stone Assistant County Attorney Attachment: Exhibit "A" [18-CMP-01043/1443466/1]41 Page 2 of 2 11/1/18 Words underlined are additions; Words struck through are deletions. *** *** *** *** are a break in text Exhibit A COLLIER COUNTY GROWTH MANAGEMENT PLAN PUBLIC FACILITIES ELEMENT Potable Water Sub-Element ******** ******* ******* ******* ******* ******* ****** OBJECTIVE 1: [Page 2] Locate and develop potable water supply sources to meet the future needs of the County owned and operated systems, said supply sources meeting the minimum Level of Service Standards established by this Plan. The development and utilization of new potable water supply sources and the acquisition of land necessary for such development shall be based upon the information, guidelines and procedures identified within the County's Ten-Year Water Supply Facilities Work Plan (as updated), and the Lower West Coast Water Supply Plan prepared by the South Florida Water Management District. ******** ******* ******* ******* ******* ******* ****** Policy 1.7: The County has developed the Ten-Year Water Supply Facilities Work Plan,dated October 2013 November 2018, in accordance with the water supply guidelines of the most current version of the South Florida Water Management District's Lower West Coast Water Supply Plan. The County's Ten-Year Water Supply Facilities Work Plan is attached hereto incorporated herein by reference. Words underlined are additions; Words struck through are deletions. *** *** *** *** are a break in text CC14^C tm DRAFT WORK PLAN Collier County 10-Year Water Supply Facilities Work Plan Update November 2018 CDM Smith Table of Contents Executive Summary ES-1 Section 1 Introduction 1-1 1.1 Plan Background 1-1 1.2 Plan Objectives 1-1 1.3 Information Sources 1-2 1.4 Plan Contents 1-2 Section 2 Water Service Areas 2-1 2.1 Overview of Collier County 2-1 2.2 Individual Utilities and Systems 2-1 2.2.1 Collier County 2-1 2.2.1.1 Collier County Water-Sewer District(CCWSD) 2-1 2.2.1.2 Goodland Water Sub-District 2-2 2.2.2 City of Naples 2-2 2.2.3 Everglades City 2-2 2.2.4 City of Marco Island Water and Sewer Service Areas 2-6 2.2.5 Immokalee Water and Sewer District(IWSD) 2-6 2.2.6 Ave Maria Utility Company,LLLP(AMUC) 2-6 2.2.7 Independent Districts 2-7 2.2.7.1 Lee Cypress Water and Sewer Co-op,Inc 2-7 2.2.7.2 Port of the Islands Community Improvement District 2-7 2.2.8 Water Systems Regulated by FL Department of Environmental Protection 2-7 Section 3 Population and Demand Projections 3-1 3.1 Countywide Projections 3-1 3.2 Individual Utilities 3-1 3.2.1 Collier County Water-Sewer District(CCWSD) 3-1 3.2.2 Immokalee Water and Sewer District(IWSD) 3-2 3.2.3 Ave Maria Utility Company,LLLP(AMUC) 3-3 Section 4 Existing Water Supply Facilities 4-1 4.1 Collier County Water-Sewer District(CCWSD) 4-1 4.1.1 Water Supply Permits 4-1 4.1.2 Potable Water Facilities 4-2 4.1.2.1 Wellfields 4-2 4.1.2.2 Water Treatment Facilities 4-2 4.1.2.3 Pumping,Storage,and Transmission 4-9 4.1.3 Reclaimed Water Facilities 4-11 4.1.3.1 Water Reclamation Facilities 4-11 4.1.3.2 Reclaimed Water Pumping,Storage,and Transmission 4-14 4.1.3.3 Supplemental Wellfields 4-14 4.2 Immokalee Water and Sewer District(IWSD) 4-16 4.2.1 Water Supply Permits 4-16 4.2.2 Potable Water Facilities 4-16 4.2.2.1 Wellfields 4-16 4.2.2.2 Water Treatment Facilities 4-18 4.2.2.3 Pumping,Storage,and Transmission 4-19 smith PW/6295/231366/03/01 Table of Contents . 4.2.3 Reclaimed Water Facilities 4-19 4.3 Ave Maria Utility Company,LLLP(AMUC) 4-20 4.3.1 Water Supply Permits 4-20 4.3.2 Potable Water Facilities 4-20 4.3.2.1 Wellfields 4-20 4.3.2.2 Water Treatment Facilities 4-21 4.3.2.3 Pumping,Storage,and Transmission 4-21 4.3.3 Reclaimed Water Facilities 4-21 Section 5 Planned Water Supply Facilities 5-1 5.1 Collier County Water-Sewer District(CCWSD) 5-1 5.1.1 Potable Water Facilities 5-3 5.1.1.1 Wellfields 5-3 5.1.1.2 Water Treatment Facilities 5-5 5.1.1.3 Pumping,Storage,and Transmission 5-7 5.1.2 Reclaimed Water Facilities 5-11 5.1.2.1 Water Reclamation Facilities 5-11 5.1.2.2 Reclaimed Water Pumping,Storage,and Transmission 5-13 5.2 Immokalee Water and Sewer District(IWSD) 5-13 5.2.1 Potable Water Facilities 5-13 5.2.1.1 Wellfields 5-13 5.2.1.2 Water Treatment Facilities 5-14 5.2.2 Reclaimed Water Facilities 5-16 5.3 Ave Maria Utility Company,LLLP(AMUC) 5-16 5.3.1 Potable Water Facilities 5-16 5.3.1.1 Wellfields 5-16 5.3.1.2 Water Treatment Facilities 5-16 5.3.2 Reclaimed Water Facilities 5-17 Section 6 Facilities Capacity Analysis 6-1 6.1 Collier County Water-Sewer District(CCWSD) 6-1 6.1.1 Concurrency Analysis 6-2 6.2 Immokalee Water and Sewer District(IWSD) 6-2 6.3 Ave Maria Utility Company,LLLP(AMUC) 6-3 Section 7 Conservation Regulations and Practices 7-1 7.1 Collier County Water-Sewer District(CCWSD) 7-1 7.2 Immokalee Water and Sewer District(IWSD) 7-4 7.3 Ave Maria Utility Company,LLLP(AMUC) 7-5 Section 8 Capital Improvement Projects 8-1 8.1 Collier County Water-Sewer District(CCWSD) 8-1 8.2 Immokalee Water and Sewer District(IWSD) 8-1 8.3 Ave Maria Utility Company,LLLP(AMUC) 8-1 Appendices Appendix A Interlocal Agreement between CCWSD and the City of Naples Appendix B Ordinance Integrating Goodland Water District into CCWSD Appendix C Agreement for Potable Water Service Calusa Island Village(Goodland Area) ii JIM PW/6295/231366/03/01 • Table of Contents Appendix D Potable Water Bulk Services Agreement between CCWSD and the City of Marco Island Notice of Termination List of Figures Figure 2-1 Water District Boundaries of Collier County 2-4 Figure 2-2 CCWSD Potable/Reclaimed Water Composite Map 2-5 Figure 4-1 Existing CCWSD Wellfields and Raw Water Transmission Mains 4-3 Figure 4-2 Existing CCWSD Potable Water Treatment Facilities 4-4 Figure 4-3 Existing CCWSD Potable Water Storage Facilities 4-10 Figure 4-4 Existing CCWSD Potable Water Transmission Mains 4-12 Figure 4-5 Existing CCWSD Water Reclamation Facilities 4-13 Figure 4-6 Existing CCWSD Reclaimed Water Distribution System 4-15 Figure 4-7 Existing IWSD Water Supply Facilities 4-17 Figure 5-1 Existing and Planned CCWSD Wellfields and Raw Water Transmission Mains...5-4 Figure 5-2 Existing and Planned CCWSD Potable Water Treatment Facilities 5-6 Figure 5-3 Existing and Planned CCWSD Potable Water Storage Facilities 5-8 Figure 5-4 Existing and Planned CCWSD Potable Water Transmission Mains 5-10 Figure 5-5 Existing and Planned CCWSD Water Reclamation Facilities 5-12 Figure 5-6 Existing and Planned IWSD Potable Water Facilities 5-15 Figure 7-1 CCWSD Unaccounted-for Water Loss from FY2002 to FY 2012 7-2 List of Tables Table ES-1 Summary of Existing and Planned CCWSD Water Treatment and Water Reclamation Facilities ES-2 Table ES-2 Capacity Analysis for CCWSD ES-3 Table ES-3 Summary of Existing and Planned IWSD Water Treatment and Water Reclamation Facilities ES-4 Table ES-4 Capacity Analysis for IWSD ES-4 Table ES-5 Summary of Existing and Planned AMUC Water Treatment and Water Reclamation Facilities ES-5 Table ES-6 Capacity Analysis for AMUC ES-5 Table 2-1 Summary of Small Capacity Private Sector Water Systems Operating within Collier County 2-7 Table 3-1 Collier County Peak Season Population Estimates and Projections 3-1 Table 3-2 Population Projections for CCWSD Service Area 3-1 Table 3-3 Projected Population and Demand for Areas Served by CCWSD 3-2 Table 3-4 Population Projections for Areas Served by IWSD 3-2 Table 3-5 Project Population and Demand for Areas Served by IWSD 3-2 Table 3-6 Population Projections for Areas Served by AMUC 3-3 Table 3-7 Project Population and Demand for Areas Served by AMUC 3-3 Table 4-1 Consumptive Use Permits Issued by SFWMD to CCWSD 4-1 Table 4-2 Existing CCWSD Golden Gate Tamiami Wellfield 4-5 Table 4-3 Existing North Hawthorn RO Wellfield Summary 4-6 Table 4-4 Existing South Hawthorn RO Wellfield Summary 4-7 Table 4-5 Existing Orange Tree Wellfield Summary 4-8 cSmith iii PW/6295/231366/03/01 Table of Contents Table 4-6 Summary of Existing CCWSD Water Treatment Facilities 4-9 Table 4-7 Summary of Existing CCWSD Water Storage Facilities 4-11 Table 4-8 Summary of Existing Water Reclamation Facilities 4-11 Table 4-9 Summary of Existing CCWSD Supplemental Wells 4-16 Table 4-10 Consumptive Use Permits Issued by SFWMD to the Immokalee Water and Sewer District 4-16 Table 4-11 Summary of Existing IWSD Potable Water Wells 4-18 Table 4-12 Summary of Existing IWSD Water Treatment Facilities 4-19 Table 4-13 Summary of Existing IWSD Storage Facilities 4-19 Table 4-14 Summary of Existing IWSD Water Reclamation Facilities 4-20 Table 4-15 Consumptive Use Permits Issued by SFWMD to AMUC 4-20 Table 4-16 Summary of Wells Operated by AMUC 4-20 Table 4-17 Summary of Existing AMUC Water Treatment Facility 4-21 Table 4-18 Summary of Existing AMUC Storage Facility 4-21 Table 4-19 Summary of Existing AMUC Water Reclamation Facility 4-22 Table 5-1 Planned NERWTP Wellfield Phase 1 Summary 5-3 Table 5-2 Major Tasks Required to Build Planned CCWSD NERWTP Phase 1 Wellfield 5-5 Table 5-3 Summary of Existing and Planned CCWSD Water Treatment Facilities 5-7 Table 5-4 Major Tasks Required to Build Planned CCWSD NERWTP Phase 1 5-7 Table 5-5 Summary of Existing and Planned CCWSD Water Storage Facilities 5-9 Table 5-6 Major Tasks Required to Build Planned CCWSD Water Storage Facilities 5-9 Table 5-7 Summary of Existing and Planned CCWSD Water Reclamation Facilities 5-11 Table 5-8 Major Tasks Required to Build Planned CCWSD Water Reclamation Facilities5-11 Table 5-9 Summary of Existing and Planned Reclaimed Water Storage Facilities 5-13 Table 5-10 Major Tasks Required to Build Planned CCWSD Reclaimed Water Storage Facilities 5-13 Table 5-11 Summary of Planned IWSD Wells 5-14 Table 5-12 Major Tasks Required to Build Planned IWSD Wells 5-14 Table 5-13 Summary of Existing and Planned IWSD Water Treatment Facilities 5-16 Table 5-14 Summary of Existing and Planned AMUC Potable Water Treatment Facilities 5-17 Table 5-15 Major Tasks Required to Build Planned AMUC Potable Water Treatment Facilities 5-17 Table 5-16 Summary of Existing and Planned AMUC Water Reclamation Facilities 5-17 Table 6-1 Capacity Analysis for CCWSD 6-1 Table 6-2 Capacity Analysis for IWSD 6-2 Table 6-3 Capacity Analysis for AMUC 6-3 Table 8-1 CCWSD Capital Improvement Projects 8-2 Table 8-2 IWSD Capital Improvement Projects 8-7 Table 8-3 AMUC Capital Improvement Projects 8-8 iv Smith PW/6295/231366/03/01 • Table of Contents List of Acronyms AADD Annual Average Daily Demand AADF Annual Average Daily Flow ADD Average Daily Demand AMUC Ave Maria Utility Company(AMUC) ASR Aquifer Storage and Recovery AUIR Annual Update and Inventory Report AWS Alternative Water Supply BCC Board of County Commissioners BEBR Bureau of Economic and Business Research Bls Below Land Surface CCCPD Collier County Comprehensive Planning Department CCWSD Collier County Water-Sewer District CDES Community Development and Environmental Services CIP Capital Improvement Plan CR County Road CUP Consumption Use Permits DIW Deep Injection Well EAR Evaluation and Appraisal Report ERC Equivalent Residential Connection FAC Florida Administrative Code FDEP Florida Department of Environmental Protection FGUA Florida Government Utility Authority FY Fiscal Year GMP Growth Management Plan gpcd Gallons per Capita per Day gpd Gallons per Day HPRO High-Pressure Reverse Osmosis HZ1 Hawthorn Zone 1 Aquifer IE Ion Exchange IWSD Immokalee Water and Sewer District IQ Irrigation Quality LDC Land Development Code LH Lower Hawthorn Aquifer LOSS Level of Service Standard LPRO Low-Pressure Reverse Osmosis LS Lime Softening LT/LTA Lower Tamiami Aquifer LWCWSP Lower West Coast Water Supply Plan MF Membrane Filtration MG Million Gallons cSmith v PW/6299/231366/03/Ol Table of Contents • MGD Million Gallons Per Day MS Membrane Softening MMDD Maximum Month Daily Demand N/A Not Available NCRWTP North County Regional Water Treatment Plant NCWRF North County Water Reclamation Facility NERWTP Northeast Regional Water Treatment Plant NEWRF Northeast Water Reclamation Facility OTUC Orange Tree Utility Company OTWTP Orange Tree Water Treatment Plant PBWRF Pelican Bay Water Reclamation Facility PUD Public Utilities Division PSC Public Service Commission RIB Rapid Infiltration Basin RO Reverse Osmosis RWA Rural Water Association SA Sandstone Aquifer SCRWTP South County Regional Water Treatment Plant SCWRF South County Water Reclamation Facility SERWTP Southeast Regional Water Treatment Plant SEWRF Southeast Water Reclamation Facility SFWMD South Florida Water Management District UFA Upper Floridan Aquifer ULDC Unified Land Development Code WRF Water Reclamation Facility WT Water-Table Aquifer WTP Water Treatment Plant IDM vi Csmiith PW/6295/231366/03/01 • Table of Contents This page intentionally left blank. CSmith vii PW/6295/231366/03/01 Executive Summary In December 2017,the Governing Board of the South Florida Water Management District (SFWMD) approved the 2017 Lower West Coast Water Supply Plan (LWCWSP) Update. Under Florida law(section 163.3177(6)(c), Florida Statutes) Collier County must adopt amendments to its comprehensive plan within 18 months of the SFWMD approval of the update. These amendments include the development of a 10-Year Water Supply Facilities Work Plan and amendments to the Growth Management Plan (GMP). Under the requirement of the Florida Statutes,the 10-Year Water Supply Facilities Work Plan for Collier County must include analysis of all water utilities in the County not serving a specific local government.These utilities include: ■ Collier County Water-Sewer District(CCWSD) ■ Immokalee Water and Sewer District(IWSD) ■ Ave Maria Utility Company, LLLP (AMUC) Utilities not included in this Plan are the City of Naples Utility Department, Marco Island Utilities, and Everglades City,each of which is responsible to develop a 10-Year Water Supply Facilities Work Plan to be included in its city's comprehensive plan. This 10-Year Water Supply Facilities Work Plan Update for Collier County has the following objectives: ■ Identify population and water demands of the County and each utility for the planning period of 2019 to 2028. ■ Present existing and planned potable and reclaimed water facilities that will be utilized to meet demand projections. ■ Identify sources of raw water needed for potable water and irrigation water supply to meet demands through the year 2028. ■ Identify the steps necessary to develop additional potable and reclaimed water supplies and specify when they must occur and how they will be funded. ■ Demonstrate that the water supply plans for each utility within the County are feasible with respect to facility capacity to be developed and consumptive use permit allocations required. ■ Describe the conservation practices and regulations utilized by each utility to meet water supply demand. The Collier County 10-Year Water Supply Facilities Work Plan Update was prepared by CDM Smith Inc. (CDM Smith) for the Collier County Growth Management Division. Smith ES-1 PW/6295/231366/03/O1 Executive Summary• Information for the Plan Update was solicited from each of the utilities included. All three utilities provided some level of information for inclusion in the Plan. Where information gaps existed, information on the existing and planned facilities was gathered from various sources including the SFWMD LWCWSP update,SFWMD consumptive use permits, Florida Department of Environmental Protection (FDEP) public water supply and wastewater treatment facility permits, and the previous Collier County 10-Year Water Supply Facilities Work Plan,adopted in February 2014. After completion of the draft version of the Plan Update,copies were distributed to each of the utilities for review and comment. Comments provided by each of the utilities were incorporated into their sections of the Plan Update. The findings of the Plan Update are summarized below for each of the utilities. Collier County Water-Sewer District (CCWSD) During the 10-year planning period CCWSD has plans to develop a new potable water treatment facility to meet growing water demands.Table ES-1 summarizes the treatment capacity of the existing and planned potable water and water reclamation facilities for CCWSD. Table ES-1.Summary of Existing and Planned CCWSD Water Treatment and Water Reclamation Facilities' Facility Name Year Online Design Treatment Project Identified In Capacity(MGD) LWCWSP NCRWTP MF Online 12.00 N/A NCRWTP LPRO Online 8.00 N/A SCRWTP LS Online 12.00 N/A SCRWTP LPRO Online 20.00 N/A OTUC WTP Online 0.75 N/A NERWTP Phase 1 LPRO3 2027 1.25 Yes2 NERWTP Phase 1 Ion Exchange3 2027 3.75 Yes2 Total - 57.75 - NCWRF Online 24.10 N/A SCWRF Online 16.00 N/A NCWRF Expansion 2034 6.50 N/A NEWRF Phase 1 2023 4.00 Yes Total - 50.60 - 1 Information taken from the Collier County 2014 Master Plan Update and the 2018 AUIR. 2 Per the LWCWSP,the completion date for the NERWTP is 2033. 'Contingent on SFWMD Permitting of Raw Water Supply. In addition to the construction of the planned facilities indicated above, CCWSD intends to construct new wellfields,finished water storage,and distribution lines,which are presented in detail in the Plan Update. The information on CCWSD is reflective of the 2014 Water and p ES-2 CDmith PW/6295/231366/03/01 Executive Summary Wastewater Master Plan Updates,the Collier County 2018 Draft Annual Update and Inventory Report(AUIR) on public utilities,and the Collier County Water-Sewer District Fiscal Year 2017- 2027 Capital Improvement Plan. Based on population projections available for the CCWSD service area,a capacity analysis was performed looking at projected demand versus plant capacity and permitted allocation. The results of the capacity analysis are summarized below in Table ES-2. A discussion of the capacity analysis can be found in Section 6.1. As the capacity analysis illustrates,CCWSD has sufficient plant capacity existing or planned throughout the 2028 planning horizon. Table ES-2.Water Capacity Analysis for CCWSD 2013 2018 2023 2028 Service Area Population 195,207 241,422 271,671 300,839 Demand Per Capita(gpcd) 150 150 150 150 Required Treatment Capacity @ 150 gpcd 29.28 36.21 40.75 45.13 (MGD) Available Facility Capacity(MGD) 52.00 52.75 52.75 57.75 Raw to Finished Water Adjustment' 1.22 1.22 1.22 1.22 Facility Capacity Surplus(Deficit)(MGD)2 22.72 16.54 12.00 12.62 Raw Water Requirement(MGD)3 35.72 44.18 49.72 55.05 Permitted Amount(MGD Annual Average)°-5 55.53 56.18 56.18 56.18 Permitted Surplus(Deficit)(MGD)6 19.81 12.00 6.47 1.13 'The Raw-To-Finished Water Adjustment was taken from the 2017 LWCWSP. 2 Calculated by subtracting Required Treatment Capacity @ 150 gpcd from Available Facility Capacity. 3 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the Required Treatment Capacity @ 150 gpcd by the Raw to Finished Water Adjustment. °CCWSD has two potable water supply consumptive use permits.CUP 11-00249-W allocation is 55.53 MGD annual average and expires on September 22,2036.CUP allocation 11-00419-W is 0.65 MGD and expires on March 7,2023. 5 CCWSD is proactive in renewing its CUPs in advance of expiration and intends to maintain the necessary CUPs to meet the raw water requirement. 6 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Immokalee Water and Sewer District (IWSD) Table ES-3 summarizes the treatment capacity of the existing and planned potable water facilities for IWSD. Based on population projections available for the IWSD service area,a capacity analysis was performed looking at projected demand versus plant capacity versus permitted allocation. The results of the capacity analysis are summarized below in Table ES-4. A discussion of the capacity analysis can be found in Section 6.2. Based on the capacity analysis,the improvements planned by the IWSD for the 10-year planning period are sufficient to meet the demands of the service area and the allocation of the underlying Consumptive Use Permit(CUP) (11-00013-W) is sufficient to cover the withdrawals required to make the finished water demand. Csmlth ES-3 PW/6295/231366/03/01 Executive Summary• Table ES-3 Summary of Existing and Planned IWSD Water Treatment Facilities' _,--- Facility Name Year Design Treatment Project Identified Online Capacity(MGD) in LWCWSP Jerry V.Warden WTP Online 2.25 N/A Airport WTP Online 1.35 N/A Carson Road WTP Online 2.35 N/A RO WTP 2020 2.58 Yes Total - 8.71 - IWSD WRF Online 2.50 Yes IWSD WRF Expansion 2040 3.00 Yes Total - 5.50 - 1 Information on the existing and planned water treatment facilities was taken from the 2017 Immokalee Water and Sewer District Public Facilities Report and the 2017 LWCWSP. Table ES-4.Water Capacity Analysis for IWSD 2013 2018 2023 2028 Service Area Population 22,747 25,717 27,616 29,948 Demand Per Capita(gpcd) 75 75 75 75 ",.-• Annual Average Daily Demand (MGD) 1.71 1.93 2.07 2.25 Available Facility Capacity(MGD)' 5.60 5.60 5.60 8.10 Raw to Finished Water Adjustment2 1.22 1.22 1.22 1.22 Facility Capacity Surplus(Deficit)(MGD)3 3.89 3.67 3.53 5.85 Raw Water Requirement(MGD)4 2.08 2.35 2.53 2.74 Permitted Amount(MGD Annual Average)5 4.15 4.15 4.15 4.15 Permitted Surplus(Deficit)(MGD)6 2.07 1.80 1.62 1.41 1 Per the Lower West Coast Water Supply update,the IWSD available facility capacity is projected to go up to 8.10 by 2030. 2The Raw-To-Finished Water Adjustment was taken from the 2017 LWCWSP. 3 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. °Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the Required Treatment Capacity by the Raw to Finished Water Adjustment. 5 CUP(11-00013-W)allocation is 4.15 MGD annual average and expires on May 23,2031. 6 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Ave Maria Utility Company, LLLP (AMUC) Table ES-5 summarizes the treatment capacity of the existing and planned potable water and water reclamation facilities for AMUC. Based on population projections available for the AMUC ----, ES-4 Cspmith PW/6295/231366/03/01 Executive Summary service area,a capacity analysis was performed looking at project demand versus plant capacity versus permitted allocation. The results of the capacity analysis are summarized below in Table ES-6. Table ES-5.Summary of Existing and Planned AMUC Water Treatment and Water Reclamation Facilities1 Facility Name Year Online Design Capacity Project Identified (MGD) In LWCWSP AMUC WTP(Phase 1) Online 1.0 N/A ROWTP 2025 2.5 Yes Total - 3.5 - AMUC WRF(Phase 1) Online 0.9 Yes AMUC WRF(Phased expansion of 2024 2.5 Yes Reclamation Plant) Total - 3.4 - 'Information on existing and planned water treatment facilities taken from the 2017 Lower West Coast Water Supply Plan Update. Table ES-6. Water Capacity Analysis for AMUC 2013 2018 2023 2028 Service Area Population 2,924 5,803 9,065 12,713 Demand Per Capita (gpcd) 91 91 91 91 Annual Average Daily Demand(MGD) 0.27 0.53 0.82 1.16 Available Facility Capacity(MGD) 1.00 1.00 1.00 3.50 Raw to Finished Water Adjustment' 1.18 1.18 1.18 1.18 Facility Capacity Surplus(Deficit)(MGD)2 0.73 0.47 0.18 2.34 Raw Water Requirement(MGD)3 0.31 0.62 0.97 1.37 Permitted Amount(MGD Annual Average)° 1.16 1.16 1.16 1.16 Permitted Surplus(Deficit)(MGD)' 0.85 0.54 0.19 (0.21) 'The Raw-To-Finished Water Adjustment was taken from the 2017 LWCWSP. 2 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 3 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the Required Treatment Capacity by the Raw to Finished Water Adjustment. 4 CUP(11-02298-W)allocation is 1.16 MGD annual average and expires on October 19,2020. 'Calculated by subtracting the Raw Water Requirement from the Permitted Amount. Based on the capacity analysis,AMUC does not have sufficient permitted capacity to meet the demands of its service area for the 10-year planning period.The CUP allocation (11-02298-W) only covers the withdrawals required to make the finished water demand until 2025.After 2025, the Permitted Surplus (Deficit) becomes negative.AMUC will need to increase their permitted consumptive use by 2025. Smith ES-5 PW/6295/231366/03/01 Section 1 Introduction 1.1 Plan Background In December 2017,the Governing Board of the South Florida Water Management District (SFWMD) approved the 2017 Lower West Coast Water Supply Plan Update (LWCWSP). Under Florida law (section 163.3177(6)(c), Florida Statutes) Collier County must adopt amendments to its comprehensive plan within 18 months of the SFWMD approval of the update. These amendments include the development of a 10-Year Water Supply Facilities Work Plan and amendments to the Growth Management Plan (GMP). Under the requirement of the Florida Statutes,the 10-Year Water Supply Facilities Work Plan for Collier County must include analysis of all water utilities in the County not serving a specific local government.These utilities include: • Collier County Water-Sewer District(CCWSD) • Immokalee Water and Sewer District(IWSD) • Ave Maria Utility Company, LLLP (AMUC) Utilities not included in this Plan are the City of Naples Utility Department, Marco Island Utilities, and Everglades City,each of which is responsible to develop a 10-Year Water Supply Facilities Work Plan to be included in its city's comprehensive plan. 1.2 Plan Objectives This 10-Year Water Supply Facilities Work Plan Update (Plan Update) for Collier County has the following objectives: • Identify population and water demands of the County and each utility for the planning period of 2019 to 2028. • Present existing and planned potable and reclaimed water facilities that will be utilized to meet demand projections. • Identify sources of raw water needed for potable water supply to meet demands through the year 2028. • Identify the steps necessary to develop additional potable and reclaimed water supplies and specify when they must occur and how they will be funded. • Demonstrate that the water supply plans for each utility within the County are feasible with respect to facility capacity to be developed and consumptive use permit allocations required. Csmith 1-1 PW/6295/231366/03/01 Section 1• Introduction ■ Describe the conservation practices and regulations utilized by each utility to meet water supply demand. 1.3 Information Sources The following information sources were utilized in the development of the Plan Update: ■ 2017 Lower West Coast Water Supply Plan Update approved by the Governing Board of the South Florida Water Management District in December 2017. The document is referred to as the 2017 LWCWSP Update in the Plan Update. ■ Collier County 2018 Annual Update and Inventory Report on public utilities adopted by Ordinance 12-42 by the Collier County Board of County Commissioners in December 2017. The document is referred to as the 2018 AUIR in the Plan Update. ■ Collier County 2014 Water Master Plan Update adopted by the Collier County Board of County Commissioners on June 10, 2014. The document is referred to as the Collier County 2014 Water Master Plan Update in the Plan Update. ■ Fiscal Year 2017-2027 Collier County Water-Sewer District Capital Improvement Plan (CIP) Update.The document is referred to as the CCWSD FY 2017-2027 CIP Update. ■ SFWMD Consumptive Use Permit(CUP) numbers: • CCWSD - 11-00249-W, 11-00052-W,and 11-00419-W • IWSD - 11-00013-W • AMUC - 11-02298-W ■ FDEP Drinking Water Database accessed on September 17, 2018. https://floridadep.gov/water/source-drinking-water/content/basic-facility-reports ■ Responses to data requests sent to CCWSD, IWSD and AMUC. It is important to note that other planning documents such as Water,Wastewater and Irrigation Master Plans as well as User and Impact Fee Rate Studies are ongoing. Likewise,concurrency tools such as the 2018 Annual Update and Inventory Report were not adopted by the Board of County Commissioners until after supporting data for this Plan was provided.Accordingly, planned facilities (see Chapter 5) may move up or back within the 10-year timeframe depending on these plans and studies,as adopted.The information supporting this 10-Year Water Supply Facilities Work Plan reflects the most recent data available as of July 1, 2018. 1.4 Plan Contents Section 2 introduces the individual utilities and systems that serve Collier County and identifies their service areas. Section 3 presents population and water demand projections for the County and individual utilities for the planning period out to 2028.Section 4 summarizes the existing potable water supply system including fresh and brackish water wellfields,raw water transmission systems,water treatment plants (WTPs) and reclaimed water systems (where 1-2 cat', PW/6295/231366/03/01 Section 1• Introduction applicable) for each utility. Section 5 summarizes the planned potable and reclaimed water systems for each of the utilities out to 2028. Section 6 presents an analysis of the ability of each utility to meet projected demands during the planning period. Section 7 summarizes current and planned conservation practices and regulations that will be utilized to meet demands. Section 8 summarizes the capital improvement plan for each of the utilities. Smith 1-3 PW/6295/231366/03/01 Section 2 Water Service Areas 2.1 Overview of Collier County Collier County is served by four Public Sector Water Systems,including the County,the City of Naples, Everglades City,and the City of Marco Island.The County is served by the Collier County Water-Sewer District(CCWSD) and domestic self-supply outside of the CCWSD service area.The boundaries of the CCWSD,City of Naples, Everglades City and the City of Marco Island are shown in Figure 2-1. In addition to the Public Sector Water Systems, Collier County is served by two Non- Public Sector Water Systems including the Immokalee Water and Sewer District(IWSD) and the Ave Maria Utility Company(AMUC).The boundaries of these systems are also presented in Figure 2-1.There are also two Private Sector Water Systems which include the Lee Cypress Water and Sewer Co- Op, Inc. and the Port of the Islands Community Improvement District,along with numerous small capacity water systems that are regulated by the Florida Department of Environmental Protection (FDEP). 2.2 Individual Utilities and Systems 2.2.1 Collier County 2.2.1.1. Collier County Water-Sewer District (CCWSD) The CCWSD's water service area currently encompasses approximately 199.93 square miles while its current wastewater service area encompasses 206.89 square miles.This area is bounded on the North by Lee County, on the south by the City of Marco Island service area, on the west by the City of Naples service area and the Gulf of Mexico,and on the east by the Urban Planning Boundary.The CCWSD was approved by referendum in 1969 and validated by the State Legislature in 1978 by Special Act, Chapter 78-489, Laws of Florida. In 1988,the legislature approved a supplement to the Special Act,which included revisions to the District boundaries. This action significantly increased the size of the District to approximately 210 square miles. It also specifically excluded areas of the City of Naples,Marco Shores, Marco Island,and the Florida Governmental Utility Authority(FGUA).The CCWSD acquired the Golden Gate City potable water and wastewater utility systems from the FGUA on March 1, 2018. The Orange Tree Utility Company(OTUC)was taken over by the CCWSD in 2014.There is one portion of the CCWSD service area that is not served by CCWSD,that being approximately 17 square miles of unincorporated area contiguous to the City of Naples,shown with the red hatch on Figure 2-1. As this area is a substantially developed part of the County,with minimal growth expected during the 10-year planning period,no plans for supplying additional water to this area are included in this Plan. The original interlocal agreement by which the City of Naples serves this area was enacted on October 16, 1977. A copy of the most recent version of the interlocal agreement is provided in Appendix A. th 2-1 PW/6295/231366/03/O1 Section 2• Water Service Areas A composite map,provided as Figure 2-2,showing the existing CCWSD potable and reclaimed water distribution systems,illustrates the actual extent of the water-sewer district currently being served. In addition to interconnections with Marco Shores by which CCWSD supplies water on a bulk basis,CCWSD also maintains emergency interconnects with the City of Naples,the City of Marco Island and Bonita Springs Utilities. As the interconnects are for emergency purposes only and are not intended for bulk transfer, CCWSD does not dedicate any portion of its water supply capacity to serving these interconnections. Should CCWSD,at a future date,enter into an agreement with any additional entity to provide finished water,it will incorporate the amount of water provided to said entity into its planning documents. 2.2.1.2 Goodland Water Sub-District Until recently,the Goodland District was a separate water district serving an island community, roughly one quarter of a square mile in area. It is located about two miles east of Marco Island. The District was established by referendum in 1975. In 2012,the County abolished the District as a separate entity,thereby making it part of the CCWSD (Ord. 2012-43)Appendix B. Service to Goodland is supplied by CCWSD in all respects; bulk water is purchased for distribution from the Marco Island Utility.Accordingly,it is often referred to as a"sub-district,"although it is entirely within the CCWSD boundary.A copy of the Interlocal Agreement for the provision of water from the City of Marco Island is found in Appendix C. CCWSD maintains pumping, distribution and storage facilities in the Goodland sub-district; CCWSD serves the community of Key Marco as well as Goodland on the same basis. 2.2.2. City of Naples The City of Naples is another public sector provider of water service in Collier County. In addition to its corporate area,the City also serves approximately 17 square miles of unincorporated area contiguous to the City limits per an interlocal agreement with Collier County. There are approximately 6,178 service connections in the unincorporated area with an average daily demand of 4.17 MGD. The City allocates 33 percent of its system capacity to serve this unincorporated area. As the unincorporated area is built-out,no additional demand on the City's system is projected for the future. The enabling legislation,under which the City established its water service area boundary,is Chapter 180, F.S., Municipal Public Works Law.The City's existing water supply facilities are not addressed in this 10-Year Water Supply Facilities Work Plan,since they will be discussed in the City's Plan.The service area for the utility is shown in Figure 2-1. 2.2.3 Everglades City Everglades City is also a public sector provider of water service in the County. Like Naples, Everglades City is an incorporated community that provides water service both within and beyond its corporate limits. 2-2 Smith PW/6295/231366/03/O1 J -I__ 1.. ., U1 06 05 04 03 02. 01 06 05 04 03 4M5 05 07 09 10 11 0 08 09 10 11 12 07 08 O9 10 15 12 16 15 14 13 18 17 16 15 14 13 18 . 17 16 15 19 20 21 22 23 24 19 20 9 22 23 24 19 20 21 22 21 - "-2 28 27 26 25 30 29 28 27 26 25 30 29 28 27 35 ...-.. 31 32 33 34 33 3, 96 34 35 36 31 32 33 34 0 03 06 05 04 03 02 01 06 05 04 03....\ 7 5 Oi O6 05 07 08 09 10 11 12 07 08 09 10 11 12 O7 08 09 10 12 07 08 09 10 18 17 16 15 14 13 18 17 16 15 14 13 18 17 16 15 14 18 17 16 15 , 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 • _• 20 21 22 30 29.-. 28 27 /26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 '• 28 27 8651 41 --- __. _ .--_- 31 32 33 34 35 36 31 32 33 34 35 36 31 1 34 35 36 31 33 34 03 02 01 06 05 04 03 02 01 -"05 04 03 1 02 01 06 1• 04 1 O6 05 00 03 05 -_. '... ,. 09 10 11 12 07 08 09 10 11 12 7 08 08 ; 10 ' 11 12 07 1: 09 10 OB 09 • 11 12 0 08 OB 10 71 72 07 , 1 -- 15 14 13 7: 17 I 18 15 14 t 13 18 17 16 15 14 13 18 17 16 15 ib 13 17 16 15 14 13 1Q, S 5 -_-. 858 / --.. --- 20 22 " 23 24 19 20 21 22 23 24 19 21 22 23 24 19 "• 21 22 22 23 24 1• 20 21 22 23 24 19 21 -- 21 846J ----. ---- -. ..-. • 26 25 30 29 28 27 26 25 30 29 28 1---27 26 25 30 2827 28 27 26 25 3. 29 28 27 26 25 30 29 28 27 tl --. 32 --.• 37'-..,.. 35 36 31 32 33 34 35 36 31 32 33 34 35 38 I 31 32 33 34 35 36 31 32 33 34 I 35 36 31 34 04 03 0.1 01 06 05 04 03 02 01 06 05 04 03 '.., 02 01 06 05 04 03 02 01 06 05 04 03 02 1 01 06 15 04 03 • ri 0910 11 12 07 08 09 10 951 1 12 7 08 09 10 11 12 of 08 ----09 10 11.... 12 07 08 09 10 11 1 12 07 08 09 10 F.. / 11_. ? t4.� 13 78 18 75 14 13 18 17 16 15 14 1 13 1: 78 17 16 15 14 13 18 it 16 15 14 I 13 18 17 16 115 7 t ,7 " -.- - .-_ 23 24 19 20 24 21 ---22 23 24 19 20 21 22 23 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 000 Orori;ir* 25 x .. 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 127 foriti'301 sr/34 lir; 36 I 31 32 1 23 35 36 31 32 33 34 35 36.-- 31 32 ----33 34 35 36 31 32 33 34 35 36 31 32 33 ' 01 OB OS 04 03 02 01 06 05 04 03 02 01 06 OS 04 03 02 01 06 OS 04 03 02 01 OB 05 DD :•� 12 m '38 os 10 11 12 07 06 os 10 n 12-1 m oe 09 m n 12 07 oe 09 10 n 12 m oe os 14 18 17 16 15 14 13 18 17 16 15 14 13 18 17 16 15 14 13 18 17 18 15 14 13 18 17 16 ',O23 24 20 21 22 23 -24 19 20 27 22 23 24 19 20 21 22 I 23 24 10 20 , 21 22 23 I 24 ; 19 20 21 26 25 30 • 28 27 26 25 30 29 28 1 27 i 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 I 28 . 34...35 36 31 32 33 35 36 31 32 33 34 35 36 .-31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 •102.1l.,01 jj 06 05 04 $ 02 01 06 05 04 03--- 02 01 06 05 04 03 02 01 06 05 04 03 02 01 06 04 (7.-.6.1.4.,1;,1,„" 08 10 11 12 07 08 09 10 11 12 07 08 09 10 11 12 0 08 09 10 11 12 07 08 09 I-. i7 16 15 14 13 • 17 16 15 14 13 18 17 16 15 14 13 18 17 16 15 14 13 18 17 • 18 G 11,,20 21(1130,22 23 24 19 20 21 22 23 24 19 20 21 22 , 23 24 19 20 21 22 23 24 19 20 21 137 ,26 25 30 29 28 26 25 30 29 28 27 1 26 25 30 29 28 1 27 26 25 30 29 28 35 3! is 1 1'13 11 1� ; 31 33 34 35 31 32 33 34 35 36 31 32 33 34 35 38 31 1 32 33 /� 92 d 06 05 04 03 02 01 1. 05 04 03 02 01 06 05 04 03 02 01 .. 05 04 6 1_ r ,i2 07 08 09 10 11 12 07 08 10 11 12 07 08 09 10 11 12 07 08 09 I�� `1]. 16 15 14 13 18 17 16 15 14 13 18 17 16 18 14 13 18 17 16 ' 23 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 2y 28 26 25 29 28 27 26 25 30 29 28 27 26 30 29 28 34 35 36 31 32 33 34 35 • 31 32 33 Leaend 01 06 °3 04 031 02 01 06-_... 05 04 i- City of Marco Island °s 09 °l 66 os 10 11 12 07 06 09 City of Naples 16 1 13 18 17 18 Collier County Water/Sewer District 19 20 21 1 IWSDService Area -30 I AMUCService Area 26,. za a3 ..r dill Everglades City 32 33 FIGURE 2-1 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A WATER SEWER DISTRICT BOUNDARIES OF COLLIER COUNTY 2 3 4Smith m Miles 16" BONITA BEACH RD la 12 Iii ,‘.J7 846 �� 184. , rye 1 858 il 11 a 16" 11 ,... 2" 12" 24"_ i 24" ,„ s� , J i IMMOKALEE RD olick INiiL, 24"- .P ,2" ,...vi � o I O O , 0 r 93 • •t. m - r CNI m CD;' ca 1 41 12 30' 110 O 84 m 16" /- .. .Co 20" N ap • 12"2," M N`L 7G, ' 1 "k' -i lit/140.0 _ N .76., 9 6 16" 1� pill 6" 724 72,1' 951 94y4i/ i. 41 92 Legend /\/ Potable Water Main (>= 12") ' IQ Water Main (>= 12") N FIGURE 2-2 " COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A CCWSD POTABLE/RECLAIMED WATER SYSTEM COMPOSITE MAP 0 1 2 3 4CDM Miles ��'�� Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 2•Water Service Areas The outlying unincorporated communities served by the City include Plantation Island and Seaboard Village in Copeland. Unlike the unincorporated area served by the City of Naples, Plantation Island and Seaboard Village are not part of the Collier County Water Sewer District. For this reason, Collier County is not responsible to provide planning efforts to supply water to these communities.These areas are analogous to the Golden Gate Estates portion of Collier County,which is served entirely by self-supply,for which the County is not responsible for providing service. Everglades City's water supply facilities are not addressed in this 10-Year Water Supply Facilities Work Plan, since they will be discussed in the City's Plan.The service area for the utility is shown in Figure 2-1. 2.2.4 City of Marco Island Water and Sewer Service Areas The City of Marco Island historically had been provided service from the private sector utility company,the Florida Water Services Corporation. A small portion of Marco Island's water and sewer infrastructure had historically been maintained by Collier County as the Marco Island Water and Sewer District. The City of Marco Island purchased the system from the Florida Water Services Corporation. The City operates the approximately 10 square mile system as a public sector utility. On February 24, 2004,the Marco Island Water and Sewer District was dissolved/abolished by Ordinance No.2004-09. The infrastructure in that area was turned over from the CCWSD to the City. The City now owns and operates the only centralized utility services on Marco Island. The City's existing water supply to the Marco Shores area was replaced with a bulk water supply from the CCWSD to service the area.The daily water demand (metered water) for the Potable Water Bulk Services to Marco Island is approximately 165,000 gallons per day and is accounted for in CCWSD's population and water supply demand projections. As the Marco Shores area is built-out,no additional demand on the CCWSD system is projected for the future. Though outside of the scope date for this update,it should be noted that on September 26, 2018 the City of Marco Island provided a letter of intent to terminate the Potable Water Bulk Services Agreement on September 26, 2019 found in Appendix D.The City of Marco Island's existing water supply facilities are not addressed in this 10-Year Water Supply Facilities Work Plan, since they will be discussed in the City's Plan.The service area for the utility is shown in Figure 2-1. 2.2.5 Immokalee Water and Sewer District (IWSD) The Immokalee Water and Sewer District(IWSD),located in the northeast part of Collier County, was created by Special Act of the State Legislature following a 1978 referendum. Creation of an independent district provided the means for this unincorporated community to develop its own water/sewer system,which was necessary due to the distance from the developed coastal area of the County. The boundaries of the District were expanded following a voter referendum in 2004 and a change to the enabling act was signed by the Governor in June 2005 (Chapter 2005-298). This district has a governing board whose members are appointed by the Governor of Florida. The boundaries of this independent district are shown on Figure 2-1. 2.2.6 Ave Maria Utility Company, LLLP (AMUC) Ave Maria Utility Company(AMUC), established in 2005,provides potable and reclaimed water service to the Town of Ave Maria.The town is located approximately 20 miles east of Interstate 75.The AMUC service area boundary is shown in Figure 2-1. With 2-5 PW/6295/231366/03/01 Section 2• Water Service Areas 2.2.7 Independent Districts 2.2.7.1 Lee Cypress Water and Sewer Co-op, Inc. The private sector utility providing water service to Copeland is the Lee Cypress Water and Sewer Co-op,Inc. The unincorporated community of Copeland is located on SR-29 about 3 miles north of US-41.According to the SFWMD consumptive use permit for the Co-op,the population of the service area is projected to be 445 in 2024. Based on FDEP records,the utility currently has a capacity of 80,000 gpd. Between 2004 and 2025 the population of the community is projected to grow to 445 residents,according to the consumptive use permit. Using a straight-line interpolation of the growth rate in the consumptive use permit,the population would be projected to grow to 479 residents by 2028.Assuming a per capita water demand of 150 gpcd, the required utility capacity needed in 2028 would be 71,850 gpd. Based on the projected population and assumed per capita demand,the utility should continue to meet the needs of its residents without expansion through the 10-year planning period.Therefore,no additional consideration is given to this utility in the Plan. 2.2.7.2 Port of the Islands Community Improvement District Another independent district in the County is the Port of the Islands Community Improvement District. This district encompasses approximately 1 square mile of land contiguous to and north and south of US-41,approximately 20 miles south of Naples. This district was created in 1986 by the Collier County Board of County Commissioners in response to a petition from the District's developers and was created as a mechanism to provide water and other services to this isolated area. The District is governed by an elected board of directors. The population of the District was 588 according to the 2017 LWCWSP. Based on FDEP records,the utility currently has a capacity of 440,000 gpd. Based on the projections in the 2017 LWCWSP,between 2010 and 2040 the population of the District is projected to grow to 641 residents. Assuming a per capita water demand of 142 gpcd,the required utility capacity needed in 2028 would be 91,022 gpd. Based on the projected population and assumed per capita demand,the utility should continue to meet the needs of its residents without expansion through the 10-year planning period. Therefore,no additional consideration is given to this utility in the Plan. 2.2.8 Water Systems Regulated by Florida Department of Environmental Protection Table 2-1 is a summary of private sector water systems operating within Collier County,but regulated by the FDEP due to very small capacities.These systems primarily serve individual establishments,such as schools,stores, or golfing communities. The list was developed from the FDEP drinking water database and is accurate as of April 11, 2018. Table 2-1.Summary of Small Capacity Private Sector Water Systems Operating within Collier County'. PWS ID System Name 5110058 LEE CYPRESS CO-OP 5110061 CORKSCREW SWAMP SANCTUARY 5110089 EVERGLADES CITY 5110117 FLORIDA GOVERNMENTAL UTILITY AUTHORITY 5110118 GOODLAND WATER COMPANY 2-6 Csmith PW/6295/231366/03/O1 Section 2•Water Service Areas PWS ID System Name 5110121 HAKAN SERVICES INC. 5110142 IMMOKALEE WATER 5110182 MARCO SHORES UTILITIES 5110183 MARCO ISLAND UTILITIES(CITY OF) 5110195 NAPLES BINGO PALACE GG PKWY 5110198 NAPLES WATER DEPT 5110230 PORT OF THE ISLANDS 5110288 TRAIL LAKES CAMPGROUND 5110348 SANDY RIDGE LABOR CAMP 5114069 COLLIER COUNTY REGIONAL WTP 5114074 CENTER POINT COMMUNITY CHURCH 5114077 TEMPLE BETHEL 5114083 FCA US LLC 5114085 ORANGE TREE UTILITY CO. INC. 5114111 RANDALL CENTER 5114113 S.W. FLORIDA RESEARCH ED.CTR. 5114119 SUNNILAND COUNTRY STORE 5114126 UNITY FAITH MISSIONARY BAPTIST 5114129 1-75 RESTSTOP 5114130 GOLDEN GATE LIBRARY 5114131 BONITA BAY EASTGOLF CLUB-MAINTENANCE 5114132 BONITA BAY EAST GOLF CLUB-CLUBHOUSE 5114133 AMI KIDS BIG CYPRESS WILDERNESS INSITUTE 5114136 BONITA BAY EAST GOLF CLUB REST SHELTER 1 5114137 BONITA BAY GOLF CLUB REST SHELTER 2 5114139 HIDEOUT GOLF CLUB SYSTEM 5114140 TREES CAMP WTP 5114141 GOLDEN GATE ASSEMBLY OF GOD 5114144 CALUSA PINES GOLF CLUB-MAINTENANCE 5114147 SABAL PALM ELEMEN/CYPRESS PALM MIDDLE 5114149 LA HISPANA#2 5114151 FITNESS QUEST 5114152 ESTATES ELEMENTARY SCHOOL 5114154 AVE MARIA UTILITY COMPANY LLLP 5114158 PALMETTO J ELEMENTARY SCHOOL 5114159 WILSON BLVD. RETAIL CENTER 5114160 NAPLES EQUESTRIAN CHALLENGE INC. 5114161 LIVING WORD FAMILY CHURCH WTP 5114162 GOLDEN GATE WALGREENS(STORE#10742) 5114163 CENTER POINT COMMUNITY CHURCH YOUTH SANC 5114164 PEACE LUTHERAN CHURCH OF NAPLES 5114165 PEPPER RANCH 1.The list was developed from the FDEP drinking water database and is accurate as of April 11,2018. Smith 2-7 VW/6295/231366/03/O1 Section 3 Population and Demand Projections Sources of information utilized to develop the included population and demand projections are historical population growth,Collier County Comprehensive Planning Department(CCCPD) forecasts,information from water use permits,and information provided by the individual water supply utilities,such as Master Plans. Population projections through 2028 are included in the following sub-sections. 3.1 Countywide Projections Table 3-1 shows the projected population for Collier County for the 10-year planning period of this plan. The population projections are for peak season,which is one key basis for planning and sizing of facilities. Table 3-1.Collier County Peak Season Population Estimates and Projections Year 2013 2018 2023 2028 Countywide1,2,3 399,096 439,656 482,088 519,120 1The countywide population projection includes the unincorporated areas of the county covered in this 10- Year Water Supply Facilities Work Plan,as well as the incorporated cities of Naples, Marco Island and Everglades City. 2 Peak season population for CCWSD is provided by the Collier County Growth Management Department;it is based on the medium BEBR population times 1.2. 3 Peak season population for the unincorporated areas of the county as well as the incorporated cities of Naples, Marco Island and Everglades City is per the information found on the Bureau of Economic and Business Research document(BEBR)published January 2018. The population and demand projections for each of the three utilities serving unincorporated Collier County are presented in Section 3.2. 3.2 Individual Utilities 3.2.1 Collier County Water-Sewer District (CCWSD) Table 3-2 shows the projected populations for the existing CCWSD service area. The populations are shown in 5-year increments,through 2028.The total population projections include the populations in the Rural Fringe areas,which were incorporated into the CCWSD in 2003 as described in Section 2.2.1.1,and the Orange Tree area which was taken over by CCWSD in 2014. Table 3-2. Population Projections for CCWSD Service Area Year 2013 2018 2023 2028 Peak Served Area Population(Seasonal)1,2,3 195,207 241,422 271,671 300,839 'Estimates and projections are taken from the 2018 AUIR. 2 Peak season population is provided by the Collier County Growth Management Department; it is based on the medium BEBR population times 1.2. 3Starting in 2014,peak season population includes the OTUC population. Smith 3-1 PW/6295/231366/03/O1 Section 3• Population and Demand Projections The adopted Level of Service Standard (LOSS) for the CCWSD is 150 gallons per capita per day (gpcd). Based on the LOSS of 150 gpcd and the population projections presented in Table 3-2, the demand projections for the CCWSD were developed.Table 3-3 presents the projected population and demand for the area served by CCWSD,in 5-year increments,through 2028. Demand is provided as Required Treatment Capacity at 150 gpcd in MGD. Required Treatment Capacity at 150 gpcd is a metric used by Collier County in its Annual Update and Inventory Reports (AUIR) and is used to evaluate the ability of CCWSD facilities to meet peak season demand. It is calculated as the peak season population multiplied by the LOSS of 150 gpcd. Table 3-3. Projected Population and Demand for Areas Served by CCWSD Year 2013 2018 2023 2028 Peak Service Area Population(Seasonal)1,2 195,207 241,422 271,671 300,839 Demand Per Capita(gpcd) 150 150 150 150 Required Treatment Capacity @ 150 gpcd (MGD) 29.28 36.21 40.75 45.13 'Estimates and projections are taken from the 2018 AUIR. 2 Peak season population is provided by the Collier County Growth Management Department; it is based on the medium BEBR population times 1.2. 3.2.2 Immokalee Water and Sewer District (IWSD) Table 3-4 shows the projected populations for the areas served and to be served within the existing IWSD service area. The population is shown in 5-year increments,through 2028. Table 3-4. Population Projections for IWSD Year 2013 2018 2023 2028 Served Area Population' 22,747 25,717 27,616 29,948 'Population projections are based on the population estimates provided by the county.Where necessary,the population was calculated by interpolating between years identified in the Plan Update. The IWSD LOSS includes operational standards and a per capita water demand standard of 75 gpcd.Based on the LOSS of 75 gpcd and the population projections presented in Table 3-4,the demand projections for the IWSD were developed. Table 3-5 presents the projected served population and demand for the IWSD,in 5-year increments,through 2028. Table 3-5. Population and Demand Projections for IWSD Year 2013 2018 2023 2028 Service Area Population' 22,747 25,717 27,616 29,948 Demand Per Capita (MGD) 75 75 75 75 Annual Average Daily Demand (MGD) 1.71 1.93 2.07 2.25 Maximum Month Daily Demand (MGD) 2.05 2.31 2.49 2.70 'Population projections are based on the population estimates provided by the county.Where necessary,the population was calculated by interpolating between years identified in the Plan Update. 3-2 CDmlth PW/6295/231366/03/01 Section 3• Population and Demand Projections Demand is provided as both Annual Average Daily Demand (AADD) in MGD and Maximum Month Daily Demand (MMDD) also in MGD. MMDD is determined by multiplying the AADD by a peaking factor,which in this case is 1.2. 3.2.3 Ave Maria Utility Company, LLLP (AMUC) Table 3-6 shows the projected populations for the areas served and to be served within the existing AMUC service area. The population is shown in 5-year increments,through 2028. Table 3-6. Population Projections for Areas Served by AMUC Year 2013 2018 2023 2028 Served Area Population' 2,924 5,803 9,065 12,713 1 Population projections are based on the population estimates and projections presented in the AMUC- Flow Revisions 2018. Where necessary,the population was calculated by interpolating between years identified in the Plan Update. The AMUC LOSS includes operational standards and a per capita water demand standard of 91 gpcd. Based on the LOSS of 91 gpcd and the population projections presented in Table 3-10, the demand projections for the AMUC were developed. Table 3-7 presents the projected served population and demand for the AMUC,in 5-year increments,through 2028. Demand is provided as both AADD in MGD and MMDD also in MGD. MMDD is determined by multiplying the AADD by a peaking factor,which in this case is 1.2. Table 3-7. Project Population and Demand Projections for AMUC Year 2013 2018 2023 2028 Service Area Population 2,924 5,803 9,065 12,713 Demand Per Capita (MGD)' 91 91 91 91 Annual Average Daily Demand(MGD) 0.27 0.53 0.82 1.16 Maximum Month Daily Demand(MGD) 0.32 0.63 0.99 1.39 'Population projections are based on the population estimates and projections presented in the AMUC-Flow Revisions 2018. Where necessary,the population was calculated by interpolating between years identified in the Plan Update. Smith 3-3 PW/6295/231366/03/01 Section 4 Existing Water Supply Facilities 4.1 Collier County Water-Sewer District (CCWSD) 4.1.1 Water Supply Permits The SFWMD allocates withdrawals from groundwater sources in Collier County.CCWSD currently maintains three consumptive use permits (CUPs);two for potable water supply and one for supplemental supply of the reclaimed water system. Table 4-1 provides details on the CUPs CCWSD currently maintains. The CCWSD also has a permit for a 2 MGD potable water aquifer storage and recovery(ASR) well near the Manatee Pumping Station site and a 1 MGD irrigation quality water ASR system on Livingston Road. Table 4-1. Consumptive Use Permits Issued by SFWMD to CCWSD umber Annual • Average ; aximum Consumptive Use Aquifer xpira . Day Monthly ermitte !location Permit Utilized 5 Dat (MG !location !location (MGD) (MG) 9/22/2019 9,673 26.50 805.6 LT1 37 9/22/2036 6,853 18.93 691.3 11-00249-W HZ1 46 9/22/2036 5,840 16.00 486.4 LH2 42 9/22/2036 7,125 19.50 684.3 Total 125 - 20,270 55.53 1,976.3 LT 10 3/7/2023 236 0.65 23.6 11-00419-W3 Total 10 - 236 0.65 23.6 LT 14 4/14/2034 2,091 5.73 172 11-00052-W4 WT 9 4/14/2034 1,278 3.50 105 Total 23 - 3,369 9.23 277 LT=Lower Tamiami,HZ1=Hawthorn Zone 1,LH=Lower Hawthorn,WT=Water Table 1CUP(11-00249-W)for 55.53 MGD annual average expires September 22,2036.Annual allocation from the Lower Tamiami Aquifer shall not exceed 9,673 million gallons from September 30,2014 through September 30, 2019 and shall not exceed 6,852.66 million gallons from October 1,2019 through September 22,2036(duration of the permit).Annual allocation shall not exceed 3,650 million gallons at the NERWTP. 2 Number of permitted Lower Hawthorn Aquifer wells includes 14 proposed wells for the proposed Northeast Regional Water Treatment Plant. 3 Permit under"Orange Tree Utility Company"but is now referred to as the Collier County Northeast Service Area. 4 Consumptive use permit for supplemental reclaimed water wellfield. 71111th 4-1 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities 4.1.2 Potable Water Facilities -- 4.1.2.1 Wellfields Currently,the CCWSD operates four wellfields:The Golden Gate Tamiami Wellfield,the North Hawthorn Reverse Osmosis (RO) Wellfield,the South Hawthorn RO Wellfield,and the Northeast Service Area Wellfield (formerly the OTUC Wellfield).The location of each of these wellfields is illustrated in Figure 4-1.The North Hawthorn RO and South Hawthorn RO wellfields contain wells that tap the Hawthorn Zone 1 (HZ1) and the Lower Hawthorn (LH) aquifers,both of which are brackish in those areas of Collier County.The wellfields provide raw water for the low- pressure reverse osmosis (LPRO) treatment trains at the North County Regional Water Treatment Plant(NCRWTP) and the South County Regional Water Treatment Plant(SCRWTP), respectively.The Golden Gate Tamiami Wellfield contains wells that tap the LT Aquifer,which contains freshwater.This wellfield provides raw water for the membrane filtration (MF) equipment at the NCRWTP and the lime softening (LS) equipment at the SCRWTP.The Orange Tree Water Treatment Plant(OTWTP) is located east of SR-846 and north of CR-858.The OTWTP was integrated into the Collier County Water-Sewer District in March of 2017 and has a constructed treatment capacity of 0.75 MGD using membrane softening(MS) and its wells also tap the fresh LT Aquifer. Tables 4-2,4-3,4-4,and 4-5 and summarize the existing wells in the Golden Gate Tamiami Wellfield,the Orange Tree Wellfield,the North Hawthorn RO Wellfield,and the South Hawthorn RO Wellfield,respectively. 4.1.2.2. Water Treatment Facilities The CCWSD is served by three water treatment plants (WTPs),the NCRWTP,the SCRWTP,and the OTWTP which are shown in Figure 4-2. The NCRWTP is located on the north side of Vanderbilt Beach Road Extension east of CR-951 in the northeastern quadrant of the service area.The plant utilizes groundwater withdrawn from the LT, HZ1 and LH aquifers.Water from the LT Aquifer is treated using MF,while water from the HZ1 and LH aquifers is treated by LPRO. Currently,the plant is capable of producing 20 MGD of finished water; 12 MGD from the MF process and 8 MGD from the LPRO process. The SCRWTP is located near the intersection of CR-951 and I-75 about 5.5 miles south of the NCRWTP.The plant utilizes groundwater withdrawn from the LT, HZ1 and LH aquifers.Water from the LT Aquifer is treated using LS,while water from the HZ1 and LH aquifers is treated by LPRO. Currently,the plant is capable of producing 32 MGD of finished water; 12 MGD from the LS process and 20 MGD from the LPRO process. The OTWTP is located east of SR-846 and north of CR-858.The wells maintained by OTUC tap the LT Aquifer,which is a traditional freshwater source.The WTP has a finished water capacity of 0.75 MGD using membrane softening(MS). A summary of the existing water treatment facilities is provided in Table 4-6. In addition to identifying the design capacity of each treatment train,the amount of raw water required to achieve the design capacity is also provided. 4-2 Smith PW/6295/231366/03/O1 OTWTP 11 858 IMMOKALEE RD 846 951 NORTH HAWTHORN NCRWTP RO WELLFIELD 862 0 CO tr GOLDEN GATE BLVD O J J J CO GOLDEN GATE Z U TAMIAMI WELLFIELD O J PINE RIDGE RD •) • ! i ! SCRWTP•, SOUTH HAWTHORN RO WELLFIELD 93 Legend • Supply Well 864 Water Treatment Plant /\i' Raw Water Main FIGURE 4-1 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING CCWSD WELLFIELDS AND RAW WATER TRANSMISSION MAINS 0 1 2 3 4 Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 BOnit) Springs 846 a1 OTWTP 858 Napk,.0 Park IMMOKALEE RD NCRWTP ;-tlic n Eay ': rth Naples 951 0 p G:7tr, 9s SCRWTP a5 F41 Noir I. • r,t.,t�(.r 951 -94g2ji ,t/,‘ 41 92 47.4-.,-;(1 and Legend WTP Water Treatment Plant N FIGURE 4-2 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING CCWSD POTABLE WATER TREATMENT FACILITIES 0 1 2 3 4 CDM Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 4•Existing Water Supply Facilities Table 4-2. Existing CCWSD Golden Gate Tamiami Wellfieldl Well No. Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Utilized Depth (ft bls) Casing(ft bis) 1 LT 96 50 16 700 2 LT 100 50 16 700 3 LT 100 51 16 700 4 LT 102 52 16 700 5 LT 108 50 16 700 6 LT 101 65 12 700 7 LT 106 65 12 700 9 LT 114 65 12 700 10 LT 112 71 12 700 11 LT 137 90 12 700 12 LT 133 90 12 700 13 LT 130 84 12 700 14 LT 131 85 12 700 15 LT 130 84 12 700 16 LT 150 92 12 700 17 LT 125 78 12 1,000 18 LT 126 80 12 1,000 19 LT 128 83 12 1,000 20 LT 131 83 12 1,000 21 LT 110 62 12 1,000 22 LT 101 62 12 1,000 23 LT 111 59 12 1,000 24 LT 109 58 12 1,000 25 LT 110 65 12 1,000 26 LT 106 65 12 1,000 27 LT 105 61 12 1,000 28 LT 120 66 12 1,000 29 LT 125 72 12 1,000 30 LT 120 58 12 1,000 31 LT 120 65 12 1,000 32 LT 120 65 12 1,000 33 LT 120 70 12 1,000 34 LT 120 80 12 1,000 35 LT 145 102 12 1,000 36 LT 125 92 12 1,000 37 LT 120 80 12 1,000 382 LT N/A N/A N/A N/A 1 Information on existing wells taken from CUP#11-00249-W. _ 2 Collier County is currently out to bid for a new well(Well 38)for the Golden Gate Tamiami Wellfield.Well 38 is scheduled for completion in 2019. Csmith 4-5 PW/6295/231366/03/O1 Section 4• Existing Water Supply Facilities Table 4-3. Existing North Hawthorn RO Wel!field Summary' Well No. Aquifer Utilized Total Well Depth of Diameter(in) Capacity Depth(ft bls) Casing(ft bls) (gpm) RO-1N LH 801 705 16/122 1,000 RO-2N LH 780 734 16/122 1,000 RO-3N LH 800 720 16/122 1,000 RO-4N LH 891 744 16/122 1,000 RO-5N LH 1070 790 16/122 1,000 RO-6N LH 975 740 16/122 1,000 RO-7N LH 977 775 16/122 1,000 RO-9N LH 952 780 16/122 1,000 RO-10N LH 1011 750 16/122 1,000 RO-11N LH 951 735 16/122 1,000 RO-12N LH 891 730 16/123 1,000 RO-13N LH 925 731 16/123 1,000 RO-14N LH 950 713 16/124 1,000 RO-15N LH 957 737 16/123 1,000 RO-16N LH 989 751 16/123 1,000 RO-17N LH 996 780 16/123 1,000 RO-18N LH 1,000 700 16 1,000 RO-19N LH 1,000 700 16 1,000 --- RO-20N LH 1,000 700 16 1,000 RO-101N HZ1 512 397 16 350 RO-102N HZ1 500 400 16 350 RO-109N HZ1 475 404 16 350 RO-114N HZ1 514 412 16 350 RO-115N HZ1 500 400 16 350 RO-116N HZ1 500 400 16 350 RO-117N HZ1 500 400 16 350 RO-118N HZ1 500 400 16 350 RO-119N HZ1 500 400 16 350 RO-120N HZ1 500 400 16 350 1 Information on existing wells taken from CUP#11-00249-W. 2 16-inch casing to 100 feet,then 12-inch casing to production casing depth. 3 16-inch casing to 150 feet,then 12-inch casing to production casing depth. °16-inch casing to 160 feet,then 12-inch casing to production casing depth. 4-6 mith PW/6295/231366/03/O1 Section 4•Existing Water Supply Facilities Table 4-4. Existing South Hawthorn RO Wellfield Summary' Well No. Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Utilized Depth (ft bls) Casing(ft bls) RO-1S HZ1 420 312 16/122 1,000 RO-2S HZ1 400 292 16/122 1,000 RO-3S HZ1 403 293 16/122 1,000 RO-4S HZ1 402 331 16/122 1,000 RO-5S HZ1 402 297 16/122 1,000 RO-6S HZ1 421 317 16/122 1,000 RO-7S HZ1 442 328 16/122 1,000 RO-8S LH 982 660 16/122 1,000 RO-9S LH 682 630 16/122 1,000 RO-10S LH 842 630 16/122 1,000 RO-11S LH 963 653 16/122 1,000 RO-12S HZ1 422 299 16/122 1,000 RO-13S HZ1 400 295 16/122 1,000 RO-14S HZ1 422 298 16/122 1,000 RO-15S HZ1 402 295 16/122 1,000 RO-39S HZ1 400 300 16 1,000 RO-40S LH 1,000 700 16 1,000 RO-41S HZ1 400 300 16 1,000 RO-42S LH 1,000 700 16 1,000 RO-16S HZ1 420 300 16 750 RO-17S HZ1 420 300 16 750 RO-18S HZ1 420 300 16 750 RO-19S HZ1 420 300 16 750 RO-20S HZ1 420 300 16 750 RO-21S HZ1 420 300 16 750 RO-22S HZ1 420 300 16 750 RO-23S HZ1 420 300 16 750 RO-24S HZ1 420 300 16 750 RO-25S HZ1 420 300 16 750 RO-26S HZ1 420 300 16 750 RO-27S HZ1 420 300 16 750 RO-28S HZ1 420 300 16 750 RO-29S HZ1 420 300 16 750 RO-30S HZ1 420 300 16 750 RO-31S HZ1 420 300 16 750 RO-32S3 HZ1 420 300 16 750 RO-33S HZ1 420 300 16 750 RO-34S HZ1 420 300 16 750 %Pr Al th 4-7 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities Table 4-4. Existing South Hawthorn RO Wellfield Summary' OF Well No. Aquifer Total Well Depth of Utilized Depth (ft bls) Casing(ft bls) Diameter(in) Capacity(gpm)'; RO-35S HZ1 420 300 16 750 RO-36S HZ1 420 300 16 750 RO-37S HZ1 420 300 16 750 RO-38S HZ1 420 300 16 750 RO-39S HZ1 400 300 16 700 RO-40S LH 1,000 700 16 700 RO-41S HZ1 400 300 16 700 RO-42S LH 1,000 700 16 700 RO-43S3 LH 1,000 700 16 700 RO-44S3 LH 1,000 700 16 700 RO-45S3 LH 1,000 700 16 700 'Information on existing wells taken from CUP#11-00249-W. 216-inch casing to 120 feet,then 12-inch casing to production casing depth. 3 Permitted but not in use. Table 4-5. Existing Orange Tree Wellfield Summary' Well No. Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Utilized Depth (ft bis) Casing(ft bls) Well A LT 180 70 12 300 Well B LT 180 70 12 300 Well C LT 154 72 12 300 Well D LT 172 70 16 400 Well E LT 172 74 12 300 Well F LT 180 70 16 400 Well G LT 180 70 16 400 Well H LT 180 70 16 400 Well I LT 180 70 16 400 Well J LT 180 70 16 400 1 Information on existing wells taken from CUP#11-00419-W. I 1 4-8 Smith PW/6295/231366/03/O1 Section 4• Existing Water Supply Facilities Table 4-6.Summary of Existing CCWSD Water Treatment Facilities' Raw Water Traditional/ Design Raw Water Facility Name Requirement Alternative Water Capacity(MGD) (MGD) Source Supply NCRWTP MF 12.00 14.64 LT Traditional(Fresh) NCRWTP LPRO 8.00 9.76 LH/HZ1 Alternative(Brackish) SCRWTP LS 12.00 14.64 LT Traditional(Fresh) SCRWTP LPRO 20.00 24.40 LH/HZ1 Alternative(Brackish) OTUC WTP 0.75 0.92 LT Traditional(Fresh) Total 52.75 64.36 - - 'Information taken from the Collier County 2014 Water Master Plan Update. 2 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the Required Treatment Capacity @ 150 gpcd by the Raw to Finished Water Adjustment. 4.1.2.3 Pumping, Storage, and Transmission The existing transmission facilities consist of transmission pipelines,water storage tanks,an ASR system,and pumping facilities.The storage and pumping facilities utilized by CCWSD are shown in Figure 4-3.The pumping facilities are comprised of high service pumps located at both water treatment plants,four water booster pumping stations and an in-line booster pump station. Ground storage tanks at the treatment facilities and at the booster pumping stations provide system storage and reserve capacity to help meet the peak hourly demands of the system.The booster pumping stations and storage tanks are located at the Isle of Capri, Manatee Road,and Carica Road.The CCWSD also maintains and operates the Goodland Water Booster Pumping Station,which is part of the Goodland Water Sub-District.An in-line booster station is located in the northwest portion of the system near Vanderbilt Drive. In addition to the traditional storage and pumping facilities mentioned above,CCWSD maintains a 1 MGD potable water ASR system at the Manatee Road Pumping Station.The water storage tank at the OTWTP has a capacity of 0.75 MG and the transmission pipelines range in size from 3-inch to 12-inch and total approximately 9 miles in length.As previously mentioned,the CCWSD acquired the Golden Gate City potable water and wastewater utility systems from FGUA on March 1, 2018 acquiring their storage and booster pump station tanks. Potable water is stored at various strategic points in the CCWSD distribution system to help meet diurnal peak system and fire flow demands.A summary of the existing storage facilities is provided in Table 4-7. Potable water is pumped from the plants into the distribution system.The distribution system includes water mains designated as either transmission or distribution mains.The CCWSD pipelines 16 inches in diameter and larger are generally termed transmission mains.These are typically located along arterial and collector roadways and convey water to major demand areas. Pipelines that are smaller than 16 inches in diameter are generally called distribution mains, branching off to the transmission system to supply individual users. Smith 4-9 PW/6295/231366/03/01 BONITA BEACH RD la 1 t'ir 846 858 i3<at;lrIMMOKALEERD 411 OTWTP r it..:l- .- r CARICA BOOSTER STATION 951 oO o r;,,ir n ,t• m 93 Green Blvd Booster Pump Station Tank ,--11__..'5)z Golden Gate WTP Tank 41 x SCRWTP 0 r84 t3.I lfi- s r Let/ 7 r`r , ws7 N_•t kianotr' �: <` *` MANATEE ROAD ASR MANATEE BOOSTER STATION11 re.. 951 1--94'It., T 41 92 ISLE OF CAPRI BOOSTER STATION rill Mawr:,IdAnd Legend GOODLAND BOOSTER STATION • Existing Potable Water Storage Facility / / Potable Water Main (>= 12") FIGURE 4-3 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING CCWSD POTABLE WATER STORAGE FACILITIES 0 1 2 3 4CDM Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 4•Existing Water Supply Facilities Table 4-7.Summary of Existing CCWSD Water Storage Facilities 1 Facility Name Tank Volume(MG) Usable Storage Volume (MG) NCRWTP 12.00 11.10 SCRWTP 14.00 12.40 OTWTP 0.75 0.73 Isle of Capri 0.25 0.20 Manatee Road Pumping Station 2.00 1.80 Carica Road Pumping Station 10.00 9.30 Manatee Road ASR2 N/A N/A Golden Gate WTP Tank 0.52 0.52 Green Blvd. Booster Pump Station Tank 1.00 1.00 Total 40.52 37.05 'Information on the Collier County 2014 Water Master Plan Update. 2 Manatee Road ASR storage is not currently in use.Storage volume was not included in total. The transmission mains and major distribution mains that serve the CCWSD are illustrated in Figure 4-4. Overall,the CCWSD owns and maintains over 1,000 miles of water transmission and distribution pipelines,up to 48 inches in diameter,with over 56,000 individual service connections. 4.1.3 Reclaimed Water Facilities CCWSD operates one of the largest reclaimed water systems in the South Florida Water Management District. Currently,the system serves customers with contractual commitments of 23 MGD.The majority of the existing customer base is golf courses,residential communities, environmental mitigation areas, county parks,and roadway medians.There is an additional 28.5 MGD of demand in the service area from entities that have installed dual distribution piping. 4.1.3.1 Water Reclamation Facilities CCWSD currently operates two water reclamation facilities (WRFs).The North County Water Reclamation Facility(NCWRF) and the South County Water Reclamation Facility(SCWRF),which are shown in Figure 4-5. Table 4-8 summaries the capacities of the existing reclaimed water facilities. Table 4-8.Summary of Existing Water Reclamation Facilities1 Facility Name Design Treatment Capacity(MGD)2 NCWRF 24.1 SCWRF 16.0 Total 40.1 'Information taken from the Collier County 2014 Wastewater Master Plan Update. 2The design capacities do not reflect the amount of reclaimed water available from the facilities. The amount of reclaimed water available is based on influent flow and treatment efficiency. For planning purposes,CCWSD considers reclaimed water availability based on 95 percent of the lowest influent day, which is currently around 11 MGD. Smith 4-11 PW/6295/231366/03/O1 16" BONITA BEACH RD W 12" ® 846 CI: ::L 1 ` 18 N j. 858 = J N 0 12" 30" 1.2" . 24" ZIRMIDNI IMMOKALEE RD V12„ _ r . — N r n O ..• 7 30" 6" l•‘,c3 24" r '2" N 12'' Lvi O Nr O O 0 93- • Zp m 45 41 li12 v111, 0 84 T. • • m co 'G, O 20" N 110 All 11 .11 ri 76,E N 16" '`rL II ' 72•• 72,1- 951 -9'-i14, 41 92 Legend /N/ Potable Water Main (>= 12") FIGURE 4-4 --I N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING CCWSD POTABLE WATER TRANSMISSION MAINS 0 1 2 3 4CDM Miles Smith Service Layer Credits:Esri,HERE,Gamiin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 eono t; Springs ® 846 41 858 NCWRF .t I.-,, IMMOKALEE RD t 1,f vatd furan Bay t:, rtt)Napk 951 0 711 111, 93 45 � 41 0 84 SCWRF WWI 951 -94��iT Q9 41 92 it fid Legend v611,1 Existing Water Reclamation Facility FIGURE 4-5 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING CCWSD WATER RECLAMATION FACILITIES 0 1 2 3 4 CD Miles Smith Service Layer Credits:Esri,HERE,Gamiin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 4• Existing Water Supply Facilities 4.1.3.2 Reclaimed Water Pumping, Storage, and Transmission The reclaimed water distribution system,which consists of approximately 124 miles of transmission and distribution pipeline,is currently divided into two services areas; one in the north and one in the south,that are supplied by the respective water reclamation facilities (WRFs).There are a few small interconnects between the two service areas,but the system is hydraulically limited from passing large volumes of water from one service area to the other.A design has been completed for pump station improvements that will enhance the County's ability to transfer flows between the north and south service areas. Reclaimed water produced at the two WRFs can be temporarily stored in on-site ponds.Storage of up to 1 million gallons (MG) is also available at the former Pelican Bay WRF,which was decommissioned in 2006 and converted to a reclaimed water storage and pumping facility. Additional storage is achieved in the distribution system which provides 130 MG of wet weather storage. Excess water is pumped into deep injection wells (DIWs) for disposal.Figure 4-6 presents the reclaimed water distribution system. The County owns and maintains a hydraulic model of its IQ water distribution system that enables it to plan for orderly expansion and development of its system. One of the significant challenges that the reclaimed water system faces is wet weather storage.During the wet season, demand for reclaimed water drops off sharply and CCWSD is forced to discharge the reclaimed water into its deep injection wells (DIW) disposal.The County has identified this scenario as a waste of a valuable resource and is making efforts to reduce the amount of reclaimed water that is discharged into DIWs during the wet season.To this end,a reclaimed water/supplemental groundwater aquifer storage and recovery(ASR) system has been developed.The system currently includes two constructed ASR wells,the latter of which was completed in 2015 and is currently undergoing cycle testing. Following the cycle testing,the ASR well will be put into regular service,where it is expected to provide between 0.5 and 1 MGD of IQ water to meet peak season demands.With both wells operational,they are expected to provide between 1 and 2 MGD of storage and recovery capacity to assist with meeting peak season demands.The plan for ultimate buildout at this ASR site in the north part of the County is to have five ASR wells with a total withdrawal capacity of up to 5 MGD.The County has also explored the feasibility of an additional ASR site in the southern portion of its IQ water distribution system. 4.1.3.3 Supplemental Wellfields In addition to the two existing WRFs pumping and storage facilities,CCWSD utilizes two supplemental wellfields to meet its contractual requirements. The locations of the two wellfields, known as the Pelican Bay(Livingston Road)Wellfield and the Immokalee (Mule Pen Quarry) Wellfield,are shown in Figure 4-6.The wellfields are permitted under CUP 11-00052-W, described in Section 4.1.1,which allows CCWSD to withdraw water from the LT Aquifer in the Pelican Bay Wellfield and the WT Aquifer at the Immokalee Wellfield,to meet peak demands within the reclaimed water distribution system.A summary of the wells that make up these wellfields is provided in Table 4-9. 4-14 Smlth PW/6295/231366/03/01 Bonit% Springs 419846 Z" 1� 72e >ioo 858 NCWRF ^ 12 24" 24" IMMOKALEE RD Nkpter, ` J ■ CV � n n 18" /"' ti. _-Ptaple. 951 0 O ° ctcfr n Gate rrni0 93 45 41 1111 0 84 rt.16 16" 20" 12"24" V, SCWRF` �' 2 ate, t4a pif- 4 1- 951 -14y4// Q9 F47-31 92 .'. 3-1 nd Legend WRF Existing Water Reclamation Facility 1111 Supplemental Wellfield IQ Water Main (>= 12") FIGURE 4-6 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING CCWSD RECLAIMED WATER DISTRIBUTION SYSTEM 0 1 2 3 4 CD1111 Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 4• Existing Water Supply Facilities Table 4-9.Summary of Existing CCWSD Supplemental Wells' Aquifer Total Well Depth of Capacity Diameter(in) Utilized Depth (ft bis) Casing(ft bls) (gpm) 1 LT 100 50 10 300 2 LT 100 50 10 300 3 LT 100 50 10 300 4 LT 100 50 10 300 5 LT 100 50 10 300 6 LT 100 50 10 300 7 LT 100 50 10 300 8 WT 35 20 10 500 9 WT 35 20 10 500 10 WT 35 20 10 500 11 WT 35 20 10 500 12 WT 35 20 10 500 13 WT 35 20 10 500 LT=Lower Tamiami Aquifer WT=Water Table Aquifer 1 Information on existing wells taken from CUP#11-00052-W 4.2 Immokalee Water and Sewer District (IWSD) 4.2.1 Water Supply Permits The IWSD maintains one CUP for potable water supply.The details of the CUP are presented in Table 4-10. Table 4-10. Consumptive Use Permits Issued by SFWMD to the Immokalee Water and Sewer District lFmttec Maximum Expiration :Utilized Date Allocation Allocation Wells (MG (MGD) Lower Tamiami 21 1,261 147.2 11-00013-W 5/23/2031 Upper Floridan2 4 - - Totals: 1,515 148.9 'Information on existing wells taken from CUP#11-00013-W. 2 Annual allocation and Monthly allocation volume for the Upper Florida Aquifer not specified in the permit. 4.2.2 Potable Water Facilities 4.2.2.1 Wellfields Currently,the IWSD operates three wellfields; one adjacent to each of its WTPs.The locations of each of these wellfields and WTPs are illustrated in Figure 4-7. 4-16 Cmith PW/6295/231366/03/01 (0 A N O_ W ,///////00- z _ x 1 1 v 1 N m m v z 0 T1 v-_ CquNTY j r Z a , E'.\ I I— m — — m Exi . y 1 i G7Dnd C.1) > v o 'ON a3dd3d DDI � } XO o C I _ i _J !8 co • o mX o 'Vm y N v T1 if,w. cn Z N V o -0 , a gi 88 -- ' --- 0 -< n p• u' ill -n r p D m b J 8z 'a'S 6Z 'a'S _> t - m -i * z NO I »rs 'a'° P x •v 1 -4------7 -- j no _ r I U �> I Z �Op\\\\\\, a� J�ti�•�\ ,_ C � /itis Agi I - / g >i6 ,b v0. x k 1 a -, 1 f in 3 mil or n Section 4• Existing Water Supply Facilities The wells maintained by the IWSD tap the LT Aquifer,which is a traditional freshwater source. Table 4-11 summarizes the existing wells operated by the IWSD. Table 4-11. Summary of Existing IWSD Potable Water Wells' Well No. Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Utilized Depth(ft bls) Casing(ft bls) 7 LT 275 236 4 110 8 LT 225 140 6 400 9 LT 315 230 8 200 10B LT 275 250 8 225 11 LT 275 236 8 225 12 LT 175 95 8 250 13 LT 278 234 8 250 14 LT 200 140 8 350 102 LT 200 140 8 350 103 LT 200 125 8 350 104 LT 200 154 6 250 105 LT 210 140 8 200 106 LT 210 128 8 350 107 LT 200 140 8 350 201 LT 180 100 8 350 202 LT 180 100 8 350 /—**', 204 LT 187 107 6 350 FA-1 UFA n/a 788 16 695 FA-2 UFA n/a 788 16 695 FA-3 UFA n/a 788 16 695 FA-4 UFA n/a 788 16 695 LT=Lower Tamiami Aquifer UFA=Upper Floridan Aquifer 1 Information on existing wells taken from CUP#11-00013-W. 4.2.2.2 Water Treatment Facilities The IWSD is served by three interconnected water treatment facilities;the Jerry V.Warden WTP, the Airport WTP and the Carson Road WTP,which are shown in Figure 4-7. The Jerry V.Warden WTP is located on the west side of Sanitation Road,south of CR-29. Freshwater from the LT Aquifer is treated at the plant using lime softening(LS).The plant has a finished water capacity of 2.25 MGD. The Airport WTP is located east of New Market Road East,north of CR-846. LS is utilized at the plant to treat freshwater from the LT Aquifer.The finished water capacity of the plant is 1.35 MGD. 4-18 Smith PW/6295/231366/03/O1 Section 4•Existing Water Supply Facilities The Carson Road WTP is located on the west side of Carson Road,north of Lake Trafford Road. The plant utilizes LS to treat the freshwater from the LT Aquifer and has a finished water capacity of 2.35 MGD. A summary of the existing water treatment facilities is provided in Table 4-12. In addition to identifying the design capacity of each treatment train,the amount of raw water required to make the design capacity is also provided. Table 4-12.Summary of Existing IWSD Water Treatment Facilities1 Raw Water Traditional/ Design Capacity 2 Raw Water Facility Name (MGD) Requirement Source Alternative Water (MGD) Supply Jerry V.Warden WTP 2.25 2.75 LT Traditional(Fresh) Airport WTP 1.35 1.65 LT Traditional(Fresh) Carson Road WTP 2.35 2.87 LT Traditional(Fresh) Total 5.95 7.26 - - 1 Information on existing water treatment facilities taken from the 2017 IWSD Public Facilities Report and the 2017 LWC Water Supply Plan Update. 2 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by dividing the annual Average Daily Demand by the efficiency of the treatment process. 4.2.2.3 Pumping, Storage and Transmission The existing transmission facilities consist of transmission pipelines,water storage tanks,and pumping facilities.The transmission facilities utilized by IWSD are shown in Figure 4-7.Water from the Jerry V.Warden WTP is pumped to one ground storage tanks,with a total capacity of 1.80 MG,located on the plant site.Water from the Carson Road WTP is pumped to two 1.0 MG ground storage tank with a total storage capacity of 1.5 MG.Water from the Airport WTP is pumped to an on-site 0.75 MG ground storage tank.From the storage tanks water enters the distribution system which consists of mains ranging in size from 2-inch to 12-inch.The distribution system contains approximately 100 miles of mains. Table 4-13 summarizes the existing water storage facilities utilized by IWSD. Table 4-13.Summary of Existing IWSD Water Storage Facilities1 ag Facility Name Tank Volume(MG) Usable St(MG)Volume Jerry V.Warden WTP 1.80 1.80 Carson Road WTP 1.50 0.50 Airport WTP 0.75 0.75 Total 4.05 3.05 1 Information on existing water reclamation facilities taken from the 2017 IWSD Public Facilities Report. 4.2.3 Reclaimed Water Facilities Currently, IWSD disposes of all effluent wastewater via an on-site spray irrigation field, percolation ponds,or deep well injection. IWSD is served by one WRF,which is located on White Smith 4-19 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities Way.The IWSD WWTP is rated at 4.0 MGD out of which the WRF can produce 2.36 MGD of reclaimed water.Table 4-14 summarizes the capacity of the existing reclaimed water facility. Table 4-14.Summary of Existing IWSD Water Reclamation Facility' Facility Name Design Treatment Capacity(MGD) IWSD WRF 2.36 Total 2.36 'Information on existing water reclamation facilities taken from the 2017 IWSD Public Facilities Report. 4.3 Ave Maria Utility Company, LLLP (AMUC) 4.3.1 Water Supply Permits AMUC maintains one CUP for potable water supply.The details of the CUP are presented in Table 4-15. Table 4-15. Consumptive Use Permits Issued by SFWMD to AMUC Number o Annual Average Maximum Aquifer xpiration Day Monthly Consumpt e `se erm Permitte Allocation Utilized Wells Date (MG) Allocation Allocation (MGD) (MG) LT 3 10/19/2020 296.21 0.81 31.57 11-02298-W SA 1 10/19/2020 296.21 0.81 31.57 Total 423.16 1.16 45.11 ...--. LT=Lower Tamiami SA=Sandstone Aquifer 'CUP(11-02298-W)allocation is 1.16 MGD annual average and expires on October 19,2020. 4.3.2 Potable Water Facilities 4.3.2.1 Wellfields Currently,AMUC operates one wellfield in the vicinity of its WTP. The wells maintained by AMUC tap the LT Aquifer,which is a traditional freshwater source.Table 4-16 summarizes the existing wells operated by the utility. Table 4-16. Summary of Wells Operated by AMUC Well No. Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Utilized Depth(ft bls) Casing(ft bls) PWS-1 LT 83 61 12 700 PWS-2 LT 80 59 12 700 PWS-3 LT 71 50 12 700 PWS-4 SA 325 250 12 750 'Information on existing wells taken from CUP#11-02298-W. 4-20 With PW/6295/231366/03/01 Section 4•Existing Water Supply Facilities 4.3.2.2 Water Treatment Facilities AMUC operates one WTP,which is located west of Camp Keais Road,north of CR-858.The WTP has a finished water capacity of 1.0 MGD using MS. A summary of the existing water treatment facility is provided in Table 4-17. In addition to identifying the design capacity of each treatment train,the amount of raw water required to make the design capacity is also provided. Table 4-17.Summary of Existing AMUC Water Treatment Facility' Design Raw Water Raw Facility Name Capacity Requirement2 Water Traditional/Alternative (MGD) (MGD) Source Water Supply AMUC WTP(Phase 1) 1.00 1.18 LT Traditional(Fresh) Total 1.00 1.18 - - 1 Information on the water treatment facilities was taken from the 2017 Lower West Coast Water Supply Plan Update(LWCWSP). 2 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the Required Treatment Capacity with the Raw to Finished Water Adjustment taken from the 2017 LWCWSP. 4.3.2.3 Pumping, Storage, and Transmission The existing transmission facilities consist of a water storage tank at the WTP and transmission pipelines.The water storage tank at the WTP has a capacity of 1.5 MG.Table 4-18 summarizes the water storage available in the Ave Maria Utility Company's System. Table 4-18.Summary of Existing AMUC Storage Facility' Facility Name Tank Volume(MG) Usable Storage Volume(MG) AMUC WTP 1.5 1.5 Total 1.5 1.5 'Information on existing and planned water treatment facilities was taken from the Preliminary Design Report for Ave Maria Utility Company,LLLP and Florida Department of Environmental Protection as prepared by CH2M Hill, Inc.,June 2004 and supplemented with comments received from AMUC in a letter dated September 20,2007. 4.3.3. Reclaimed Water Facilities AMUC is served by one WRF,which is located within the development.The WRF is capable of producing 0.90 MGD of reclaimed water. Reclaimed water is pumped from the WRF to three reclaimed water storage ponds,which serve as the source for the Town and University's irrigation system and have a combined capacity of 23.0 MG. Reclaimed water is the most important element of the AMUC Conservation Plan,presented in detail in Section 7,and will be utilized to the fullest extent possible for irrigation of the Town and University. AMUC utilizes 100 percent of the reclaimed water generated. Table 4-19 summarizes the capacity of the existing reclaimed water facility. Smith 4-21 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities Table 4-19.Summary of Existing AMUC Water Reclamation Facility' Facility Name Design Treatment Capacity(MGD) AMUC WRF(Phase 1) 0.9 Total 0.9 1 Information on existing water reclamation facilities taken from the 2017 LWCWSP. 4-22 With PW/6295/231366/03/O1 Section 5 Planned Water Supply Facilities 5.1 Collier County Water-Sewer District (CCWSD) CCWSD has been and continues to be a leader in the development of alternative water supplies and integrated water resource management in Florida. Starting in the mid-1980s CCWSD realized that it could not meet the future demands of its customers solely with traditional water supplies. CCWSD committed to a program of alternative water supplies that included the use of brackish groundwater and ASR for potable supply,and reclaimed water,supplemental water wellfields and ASR for storage and increased use of irrigation quality water for irrigation purposes. Given the success that CCWSD has had in meeting its demands with alternative water supplies, CCWSD embarked to identify better ways to meet future water supply demands within its service area. The result of this effort is a paradigm shift,from thinking of potable water and irrigation water demand as two separate needs to seeing the demands as inextricably intertwined. To better serve the needs of both potable water and irrigation water demand at the best value cost for the customer, CCWSD has begun development of a new business model which will shift the focus from development of additional potable water supplies to meeting a large portion of the overall water demand with irrigation quality water supplies. CCWSD currently has an annual average daily potable demand of 28.69 MGD and an annual average daily irrigation quality demand of 23.0 MGD. The ratio of irrigation quality demand to potable demand is approximately 45:55.As stated in Section 4.1.3 there is an additional 28.5 MGD of irrigation quality demand in the service area from entities that have installed dual distribution piping.The vision for CCWSD is optimizing water resource usage by substituting IQ water for non-potable uses such as irrigation,which will provide both economic and environmental benefits. Through implementation of the vision,it is anticipated that within the next 20 years the source of water can shift from 45 percent IQ water and 55 percent potable water to 60 percent IQ water and 40 percent potable water. Since the 2014 10-Year Water Supply Facilities Work Plan Update, the CCWSD has shifted the ratio from 40:60 to 45:55.This shift will occur as supplemental water supplies,and ASR storage components are added to the IQ water system and utilized to supply IQ water to customers,reserving higher quality water supplies for true potable use. It is anticipated that a portion of future potable water demand will be offset by substituting IQ water for potable water currently being used for irrigation. As a result of meeting irrigation demands with IQ water,90 percent instead of 70 percent of potable water delivered to customers will be returned to the water reclamation facilities to be reused. In addition to meeting irrigation demands,the focus on additional IQ water supplies instead of only potable water supplies provides significant benefits to the environment. By supplying IQ water to more customers,the use of potable water for irrigation and private irrigation systems will decrease. Further,the CCWSD IQ water distribution system often provides for a better temporal distribution of water to the natural system in that IQ water is provided at low rates over longer periods than typical rainfall events and is supplied during low rain periods when the With 5-1 PW/6295/231366/03/01 Section 5• Planned Water Supply Facilities aquifer system is most able to accommodate recharge thereby reducing runoff. Additionally, -- CCWSD's IQ water distribution system provides a net addition of freshwater to the surficial aquifer system through irrigation with treated water from the brackish Hawthorn aquifer system, which is otherwise trapped in very long-term and deep hydrologic cycles,bringing it into the daily water cycle. In order to supply additional irrigation water more efficiently, CCWSD will pursue additional allocations of fresh water.This strategy is supported by recently identified groundwater trends. Through its rigorous groundwater monitoring program, CCWSD identified trends in water level data from both the Lower Tamiami (LT)Aquifer and the Water Table (WT)Aquifer (connected to surface water flows,i.e.,wetlands) in and around the CCWSD's Golden Gate Tamiami Wellfield. The data indicate that despite extended drought conditions and increased pumping from the LT Aquifer,water levels in key indicator wells are remaining steady and in some cases increasing. These trends provide evidence that the total water management approach taken by the CCWSD is yielding environmental benefits and suggest that additional pumping of the LT Aquifer is possible without impacting the WT Aquifer or wetlands,which is the main concern that directed CCWSD away from traditional sources more than twenty years ago. CCWSD's intent to pursue additional freshwater withdrawals from the LT Aquifer within the integrated total water management approach is consistent with the 2017 Lower West Coast Water Supply Plan Update (LWCWSP) published by the SFWMD,which states on page 89,"While the development of fresh groundwater in many areas of the LWC Planning Area has been maximized,it maybe available in some places.As urban growth occurs,some agricultural land is expected to transition to urban community uses.Many existing agricultural areas have water use permits to use fresh groundwater for crop irrigation.While water use permits cannot be directly transferred from one land use type to another,conversion of agricultural lands to another use may result in available fresh ground water"Likewise,on page 90,"Additional limited supplies may be developed and permitted from the SAS and IAS depending on local resource conditions,changing land use,and the viability of other supply options." In addition to the water level trends observed in its monitoring wells, CCWSD has performed and is performing multiple studies to determine the viability of the LT Aquifer for additional allocations.To date,CCWSD has developed a calibrated groundwater model and utilized the MIKESHE model developed by the Army Corp of Engineers for the Picayune Strand Restoration Project to determine the potential impact of additional freshwater withdrawals on wetlands. The modeling efforts performed to date indicate that there would be no measurable impact on wetlands from moderate additional withdrawals. CCWSD has also constructed freshwater monitoring well clusters around the County that will provide longer term water level data for areas of the County away from its wellfields and developed four wetland monitoring sites within the Golden Gate Estates to verify that no wetland impacts are being caused by withdrawals from the Golden Gate Tamiami Wellfield. CCWSD is confident that the modeling efforts performed to date,and its on-going water level monitoring program,will provide the required assurances to allow the SFWMD to increase its permitted allocation of freshwater from the LT Aquifer. CCWSD will develop documentation demonstrating how existing and planned IQ water supplies give rise to additional potable water supplies. This analysis will consider the potential availability of impact offsets and substitution credits in accordance with new Florida Department of Environmental Protection and SFWMD 5-2 SPmIth PW/6295/231366/03/01 Section 5• Planned Water Supply Facilities rules. CCWSD anticipates that its planned IQ water infrastructure development will garner significant impact offsets and/or substitution credits in further support of its request to the SFWMD for additional allocations of freshwater to meet projected customer demand.These water resource benefits and associated availability of withdrawals will be in addition to the benefits already provided by CCWSD's existing IQ water system. For these reasons,CCWSD has initiated the shift in its business model based on an ability to obtain a reasonable amount of freshwater to maximize the efficiency of existing infrastructure and planned AWS projects. 5.1.1 Potable Water Facilities 5.1.1.1 Wellfields As part of the CCWSD plan to meet future water supply needs it intends to build the NERWTP Wellfield Phase 1.The NERWTP Wellfield Phase 1 will be made up of wells tapping the LT Aquifer,the HZ1 Aquifer and the LH Aquifer.The wells will serve the NERWTP Phase 1,which will treat the water using ion exchange (IE) for fresh water and LPRO for brackish water.The wellfield is scheduled to come online in 2027 to serve the first phase of the NERWTP.Table 5-1 summarizes the planned wells in the NERWTP Wellfield Phase 1. Table 5-1. Planned NERWTP Wellfield Phase 1 Summary1'2 Total Well 1 Depth of Well No. Aquifer Depth(ft Casing(ft Diameter Capacity Utilized bls) bls) (in) (gpm) LH-1 LH 1,000 700 16/122 1,000 LH-2 LH 1,000 700 16/122 1,000 LH-3 LH 1,000 700 16/122 1,000 LH-4 LH 1,000 700 16/122 1,000 LH-5 LH 1,000 700 16/122 1,000 LH-8 LH 1,000 700 16/122 1,000 LH-9 LH 1,000 700 16/122 1,000 LH-10 LH 1,000 700 16/122 1,000 LH-11 LH 1,000 700 16/122 1,000 LH-12 LH 1,000 700 16/122 1,000 LH-13 LH 1,000 700 16/122 1,000 LH-14 LH 1,000 700 16/122 1,000 LH-15 LH 1,000 700 16/122 1,000 LH-16 LH 1,000 700 16/122 1,000 1Information on planned wells taken from CUP#11-00249-W. 2The number of wells,design, location,and source water for the planned wellfield will be determined through the design and permitting process.Some well sites may likely be located in the Big Cypress Stewardship District to take advantage of existing permitted water for agricultural use. 316-inch casing to 100 feet,then 12-inch casing to production casing depth. The location of the NERWTP Wellfield Phase 1 is illustrated in Figure 5-1.CCWSD also intends to construct additional LTA reliability wells.The potential location of these wells is illustrated in Figure 5-1 as well.As mentioned in footnote 2 above,the final location of the NERWTP wells will be determined through the design and permitting process. mIth 5-3 PW/6295/231366/03/O1 BONITA BEACH RD 41 ® 846 NERWTP ° 858 OTWTP IMMOKALEE RD 951 NCRWTP o C") 0 O li 93 SCRWTP f '011 �• 41 •� 84 951 41 92 Legend • Existing Well 0 Planned Well ® Existing Water Treatment Plant Planned Water Treatment Plant 'i Existing Raw Water Transmission Main /\/ Planned Raw Water Transmission Main FIGURE 5-1 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING AND PLANNED CCWSD WELLFIELDS AND RAW WATER TRANSMISSION LINES CDM 0 1 2 3 4 Smith Miles Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 5*Planned Water Supply Facilities Table 5-2 identifies the major tasks required to build the wellfield,along with the funding source that will be utilized and scheduled dates for studies,property acquisition,design,permitting,and construction. Table 5-2. Major Tasks Required to Build Planned CCWSD NERWTP Phase 1 Wellfield Year(s)of Execution Feasibility Property Facility Name Funding Source Study Acquisition Design' Permitting Construction NERWTP Phase 1 Wellfield Impact Fees Complete Complete 2019 2023-2025 2025-2027 1 Design is complete.Portions to be re-designed in 2019. 5.1.1.2 Water Treatment Facilities The CCWSD is currently served by three WTPs;the NCRWTP,the SCRWTP,and the OTWTP.As mentioned in the previous subsection,the CCWSD intends to construct an additional treatment facility,the NERWTP to meet future demands.The locations of the existing and planned facilities are shown in Figure 5-2. The location of the planned NERWTP is approximately one mile north of CR-858 (Oil Well Road) and one mile east of SR-846 (Immokalee Road) in the northeastern quadrant of the service area. The plant will utilize IE to treat fresh groundwater withdrawn from the LT and HZ1 aquifers. Water from the LH Aquifer will be treated using LPRO.The first phase of the plant is currently scheduled to come online in 2027 and will have a capacity of 5 MGD. The plant will be capable of expansion to an ultimate capacity of 15 MGD. As stated in Section 4.1.2.2,the NCRWTP is located on the north side of Vanderbilt Beach Road Extension east of CR-951 in the northeastern quadrant of the service area and the SCRWTP is located near the intersection of CR-951 and I-75 about 5.5 miles south of the NCRWTP. A summary of the existing and planned water treatment facilities is provided in Table 5-3. In addition to identifying the design capacity of each treatment train,the amount raw water required to make the design capacity is also provided. With 5-5 PW/6295/231366/03/01 BONITA BEACH RD {:13 NERWTP 846 858 IMMOKALEE RD OTWTP NCRWTP 951 O 0 0 93 SCRWTP 45 T 41 � 84 951 T,Q9j< 41 92 Legend WTP Existing Water Treatment Plant WTP Planned Water Treatment Plant N FIGURE 5-2 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING AND PLANNED CCWSD POTABLE WATER TREATMENT FACILITIES 0 1 2 3 4 CDM Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 5•Planned Water Supply Facilities Table 5-3. Summary of Existing and Planned CCWSD Water Treatment Facilities' Design Raw Water Raw ;aditional/ Project Facilit Capacity Requiremen Wate lternative Identified (MGD) 11111 (MGD) Sour ater SupplyIn LWCWSP 1110, NCRWTP MF Online 12 14.64 LH Traditional(Fresh) N/A NCRWTP LPRO Online 8 9.76 LH/HZ1 Alternative N/A (Brackish) SCRWTP LS Online 12 14.64 LTA Traditional(Fresh) N/A SCRWTP LPRO Online 20 24.40 LH/HZ1 Alternative N/A (Brackish) OTUC Online 0.75 0.92 LT Traditional (Fresh) N/A NERWTP Phase 1 2027 1.25 4.58 LH Alternative Yes LPRO (Brackish) NERWTP Phase 1 2027 3.75 1.53 LTA/HZ1 Traditional(Fresh) Yes Ion Exchange Total - 57.75 70.46 - - - lInformation taken from the Collier County 2014 Water Master Plan Update. 2 Raw water requirement is the amount of raw water need to make a certain amount of finished water. It is calculated by multiplying the design capacity by the Raw-to-Finished-Water Adjustment. Table 5-4 identifies the major tasks required to build each of the planned water treatment facilities,along with the funding source that will be utilized and the scheduled dates for studies, property acquisition,design,permitting,and construction. Table 5-4. Major Tasks Required to Build Planned CCWSD NERWTP Phase 1 Feasibility Property Design Permitting Construction Facility Name Funding Study Acquisition Source Year(s)of Execution NERWTP Phase 1 Impact Fees Complete Complete Complete 2023-2025 2025-2027 5.1.1.3 Pumping, Storage, and Transmission The planned transmission facilities consist of transmission pipelines,water storage tanks,aquifer storage and recovery(ASR) systems,and pumping facilities.The pumping and storage facilities utilized by CCWSD are shown in Figure 5-3.The planned pumping facilities will include high service pumps at the new NERWTP.Additional booster pumping stations and an in-line booster pump station may be required to meet demands but are not planned for construction during the planning period out to 2028. Ground storage tanks at the proposed treatment facility will provide system storage and reserve capacity to help meet peak hourly demands of the system. Additionally,potable water will be stored at various strategic points in the CCWSD distribution system to help meet diurnal peak system and fire flow demands. I filth 5-7 PW/6295/231366/03/01 BOUTA BEACH RD 'L41 411"T"" 846 Co} - r 858 Ndritn Pnr - — IMMOKALEE RD OTWTP r_._ 1 z F;r=(flifiitiar14- rl ° it*, CARICA BOOSTER STATION 951 oO O3C4dcri p »»3tr m 93 Green Blvd Booster Pump Station Tank 45 „ Golden Gate WTP Tank 41 x SCRWTP IP Nap Let; TJ.-10_r, F.1:tnrt " t_) gl f MANATEE ROAD ASR MANATEE BOOSTER STATION re. 951 T14,„ / T� 41 ISLE OF CAPRI BOOSTER STATION ell) 92 Legend • Existing Potable Water Storage Facility GOODLAND BOOSTER STATION O Planned Potable Water Storage Facility \/ Potable Water Main (>= 12") FIGURE 5-3 "' N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING AND PLANNED CCWSD POTABLE WATER STORAGE FACILITIES 0 1 2 3 4CDM Miles Smith Service Layer Credits:Esn,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 5•Planned Water Supply Facilities A summary of the existing and planned storage facilities is provided in Table 5-5. Table 5-5.Summary of Existing and Planned CCWSD Water Storage Facilities1 Facility Name Year Online Tank Volume(MG) Usable Storage Volume(MG) NCRWTP online 12 11.1 SCRWTP online 14 12.4 Isle of Capri online 0.25 0.2 Manatee Road Pumping Station online 2 1.8 Carica Road Pumping Station online 10 9.3 NERWTP Phase 1 2027 15 13.5 Manatee Road ASR Phase 12 online N/A N/A Total - 53.25 48.3 1Information taken from the Collier County FY 2017 CIP Update. 2Storage volume for Manatee Road ASR not included in total, not currently in operation. Table 5-6 identifies the major tasks required to build each of the planned pumping and storage improvements,along with the funding source that will be utilized and the scheduled dates for studies,property acquisition, design,permitting,and construction. Table 5-6. Major Tasks Required to Build Planned CCWSD Water Storage Facilities Feasibility Property Facility Name Funding Source Study Acquisition Design Permitting Construction Year(s)of Execution NERWTP Phase 1 Impact Fees Complete Complete Complete 2023-2025 2025-2027 Storage Tanks Potable water is pumped from the plants into the distribution system.The distribution system includes water mains designated as either transmission or distribution mains.The CCWSD pipelines 16 inches in diameter and larger are generally termed transmission mains.These are typically located along arterial and collector roadways and convey water to major demand areas. Pipelines smaller than 16 inches in diameter are generally called distribution mains,branching off the transmission system to supply individual users. Overall,the CCWSD owns and maintains over 1,000 miles of water transmission and distribution pipelines,up to 48 inches in diameter,with over 56,000 individual service connections. With the construction of 5 MGD of additional finished water capacity, CCWSD will be installing a substantial number of transmission mains and major distribution mains over the next 10 years. The existing and planned transmission mains and major distribution mains that will serve CCWSD in 2028 are illustrated in Figure 5-4. With 5-9 PW/6295/231366/03/O1 16" BONITA BEACH RD rn 12 ® 846 a (3{1:: 1 ." , , 36" 18; 858 Iv b 12" 30" 12" _ 24" �f�IL1 IMMOKALEE RD VW 30" 6 s\v 24" r 1^' „ ^of 1�,2 N 12'. L5 cv io •lS► N5n 951 0 o - 93 • Z•n : _ m 45 a 41 T. 4Co Ti .0 84 i • tor M 7S J) 20" N Kt 111 fe ,,', 6, N 16" '``� '6,, )11110 II 6" 951 94G,y4 A""-j 'tliz 41 92 Legend "/ Transmission Main /\/ Potable Water Main(>= 12") N FIGURE 5-4 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING AND PLANNED CCWSD POTABLE WATER TRANSMISSION MAINS 0 1 2 3 4CDM I Miles Smith Service Layer Credits:Esd,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 5• Planned Water Supply Facilities .., 5.1.2 Reclaimed Water Facilities CCWSD currently operates one of the largest reclaimed water systems in South Florida,which serves customers with contractual commitments of 23.0 MGD.The majority of the existing customer base includes golf courses, residential communities, environmental mitigation areas, county parks,and roadway medians.There is an additional demand of 28.5 MGD in the service area from entities that have installed dual distribution piping. The following subsections describe the measures CCWSD is taking to meet future wastewater demands and supply reclaimed water to its customers. 5.1.2.1 Water Reclamation Facilities The locations of the existing NCWRF and SCWRF are shown in Figure 5-5.There are plans to proceed with NEWRF Phase 1.Table 5-7 summarizes the capacities of the existing and planned WRFs. Table 5-7.Summary of Existing and Planned CCWSD Water Reclamation Facilities1 Facility Name Year Online Design Capacity Project Identified (MGD)2 In LWCWSP NCWRF Online 24.1 N/A SCWRF Online 16.0 N/A NEWRF Phase 1 2026 4.0 Yes Total - 44.1 - 1 Information taken from the Collier County 2014 Master Plan Update. 2The design capacities do not reflect the amount of reclaimed water available from the facilities. The amount of reclaimed water available is based on influent flow and treatment efficiency. For planning purposes,CCWSD considers reclaimed water availability based on 95 percent of the minimum monthly effluent flow. As stated in the footnotes to Table 5-7,the amount of reclaimed water distributed is not directly related to the design capacity of each water reclamation facility. In addition to the limitations identified,the ability of CCWSD to utilize available reclaimed water for distribution is impacted by seasonal fluctuations in demand,with very high demands during the dry season and low demands during the wet season. Table 5-8 identifies the major tasks required to build the NEWRF,along with the funding source that will be utilized and the scheduled dates for studies,property acquisition,design,permitting, and construction. Table 5-8. Major Tasks Required to Build Planned CCWSD Water Reclamation Facilities Funding Feasibility Property Design Permitting Construction Facility Name g Study Acquisition Source Year(s)of Execution NEWRF Wastewater Complete Complete 2021- 2021-2022 2023-2026 Impact Fees 2022 nth 5-11 PW/6295/231366/03/01 Ponib Springs 846 NEWRF 41 858 NCWRF IMMOKALEE RD til ir'S l ,"'d Pc4i ;3n Eay North Naples 951 0 O 0 Goiden Gate 93 45 41 � 0 84 SCWRF t3.rl i •. tall,♦ t 951 -94q�/ ,?-9 41 92 Mawr,I vl and Legend Planned Water Reclamation Facility RFI Existing Water Reclamation Facility N FIGURE 5-5 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING AND PLANNED CCWSD WATER RECLAMATION FACILITIES 0 1 2 3 4 C Miles math Service Layer Credits:Esri,HERE,Garmin,S OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 5• Planned Water Supply Facilities 5.1.2.2 Reclaimed Water Pumping, Storage, and Transmission The current reclaimed water distribution system consists of over 130 miles of transmission and distribution pipeline and is currently divided into two services areas,one in the north and one in the south,each supplied by the respective WRF.There are a few small interconnects between the two service areas,but the system is hydraulically limited from passing large volumes of water from one service area to the other. As additional reclaimed water becomes available through population growth and increased wastewater flows,and once existing demand is met, CCWSD will need to expand the reclaimed water distribution system to serve more customers.At this time, specific distribution and transmission main projects have not been determined. Temporary reclaimed water storage is available on-site at the WRFs.Additional storage will be provided through the expansion of the existing reclaimed water ASR from a capacity of 2 MGD to 5 MGD.A summary of the reclaimed water storage that will be available with the expansion of the reclaimed water ASR is provided in Table 5-9. Table 5-9.Summary of Existing and Planned Reclaimed Water Storage Facilities' Facility Name Year Online Usable Storage Volume(MG) NCWRF online 18.95 SCWRF online 3.00 NEWRF 2026 2.00 Total - 23.95 Reclaimed Water ASR 2015 "2.00 MGD Reclaimed Water ASR Expansion TBD ^3.00 MGD Total - "'5.00 MGD 1 Information taken from the Collier County 2008 Wastewater Master Plan Update. Table 5-10 identifies the major tasks required to build each of the planned reclaimed water storage facilities,along with the funding source that will be utilized and the scheduled dates for studies,property acquisition, design,permitting,and construction. Table 5-10. Major Tasks Required to Build Planned CCWSD Reclaimed Water Storage Facilities Feasibility Property FundingDesign Permitting Construction Facility Name Study Acquisition Source Year(s)of Execution NEWRF Storage Wastewater Complete Complete 2021-2022 2021-2022 2023-2026 Tanks Impact Fees Reclaimed Water User Fees Complete Complete TBD TBD TBD ASR Wells 3-5 Upsize Transmission Pipin:from ASR Site User Fees TBD TBD TBD TBD TBD 5.2 Immokalee Water and Sewer District (IWSD) 5.2.1 Potable Water Facilities 5.2.1.1. Wellfields Currently,the IWSD operates three wellfields; one adjacent to each of its WTPs.The locations of Alof these wellfields and WTPs are illustrated in Figure 5-6.The 16 wells maintained by the iikh 5-13 PW/6295/231366/03/01 Section 5• Planned Water Supply Facilities IWSD tap the LT Aquifer,which is a traditional freshwater source. IWSD plans to bring four additional wells online by 2020 to address future demands.The wells will tap the Floridan Aquifer,which is a brackish water source.Table 5-11 summarizes the wells IWSD plans to construct. Table 5-11. Summary of Planned IWSD Wells' Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Well No. Utilized Depth'(ft bls) Casing(ft bls) FA-1 Floridan NA 788 16 695 FA-2 Floridan NA 788 16 695 FA-3 Floridan NA 788 16 695 FA-4 Floridan NA 788 16 695 1 Information on planned wells taken from CUP#11-00013-W. 2 NA—information not available on CUP#11-00013-W. Table 5-12 identifies the major tasks required to build the four wells,along with the funding source that will be utilized and the scheduled dates for studies,property acquisition,design, permitting,and construction. Table 5-12. Major Tasks Required to Build Planned IWSD Wells Year(s)of Execution Funding Property Facility Name Source Feasibility Study Acquisition Design Permitting Construction n FA-1 to FA-4 USDA 2015 2018 2019 2019 2020 5.2.1.2 Water Treatment Facilities The IWSD is currently served by three interconnected water treatment facilities;the Jerry V. Warden WTP,the Airport WTP and the Carson Road WTP. During the 10-year planning period IWSD plans to construct a RO WTP.The proposed plant will have a design capacity of 2.5 MGD. Table 5-13 summarizes the treatment capacity of the existing and planned potable water facilities for IWSD. 5-14 Csmith PW/6295/231366/03/O1 (0r.) , Ni . F'. 1 x 1 1 f g 1 M 03 U) 0 r _ _ ___ C C tn -o z 0 -0 0 in 1 i I , i' C) E , . o - , - 1., \ .1 '1,* 7, \ .. c \,, I— rrl X C) o C F Z ,! I —I * " (i) e a ..* m _ ,...., > S > 73 'Clel hl3dd3d :r1 * -n v) m10-11 ...... > ,— o C M C 1— tri ‹ 0 6) o > o I— I— ! -1C.„'•—, Sousui >Pxx M 81 8 8 i 0 0 -1 —El .,..t i . - 1 i ..._ 1—L_I , r 71 — > g __F- 5Z 'WS - M — Illip; — - I --- * 6 O 6' I 7€) COE -C> 1 7.1 M X L _ _, -0 I \ tE P , . 11 ----' > 1 0,6 081 ?. (132 g33 , 22 _ 1 2-< ' I / u, x,, / ?) 4 q 0 , _ 1_-_ __..,g, ._ m . . . , = ... .43 Por = Section 5• Planned Water Supply Facilities Table 5-13 Summary of Existing and Planned IWSD Water Treatment Facilities' Design Raw Water Traditional/ Project Facility Name Year Capacity Requirement2 Raw Water Alternative Identified In Online (MGD) (MGD) Source Water Supply LWCWSP Jerry V.Warden Online 2.25 2.75 LT Traditional N/A WTP (Fresh) Airport WTP Online 1.35 1.65 LT Traditional N/A (Fresh) Carson Road WTP Online 2.35 2.87 LT Traditional N/A (Fresh) RO WTP 2022 2.50 3.05 FA Alternative Yes (Brackish) Total - 8.45 10.31 - - - 'Information on the existing and planned IWSD water treatment facilities was taken from the CUP#11- 00013-W and the 2017 IWSD Public Facilities Report. 2 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the capacity by the Raw-To-Finished-Water Adjustment. 5.2.2 Reclaimed Water Facilities Currently, IWSD disposes of all effluent wastewater via an on-site spray irrigation field or deep well injection.The IWSD currently has a WRF with a capacity of 2.36 MGD.Two planned future expansions of the facility will increase the capacity to 5.5 MGD. 5.3 Ave Maria Utility Company, LLP (AMUC) 5.3.1 Potable Water Facilities 5.3.1.1 Wellfields AMUC currently operates three wells located in close proximity to the WTP. Per the AMUC CUP and information in the 2017 Lower West Coast Water Supply Plan Update,AMUC plans on a new Sandstone Aquifer well by 2025. 5.3.1.2 Water Treatment Facilities Ave Maria Utilities operates one WTP,which is located west of Camp Keais Road, north of CR-858. The current capacity of the AMUC WTP is 1.0 MGD using MS. Per the AMUC CUP and information in the 2017 Lower West Coast Water Supply Plan Update,AMUC plans on a 2.5 MGD Sandstone Aquifer RO WTP expansion scheduled for completion by 2025.A summary of the existing and planned water treatment facilities is provided in Table 5-14. In addition to identifying the design capacity of each treatment train,the amount raw water required to achieve the design capacity is also provided. 5-16 Sm,th PW/6295/231366/03/01 Section 5• Planned Water Supply Facilities Table 5-14. Summary of Existing and Planned AMUC Potable Water Treatment Facilities' Traditional/ Design Raw Water Raw Project Year Alternative Facility Name Capacity Requirement' Water Identified In Online Water (MGD) (MGD) Source LWCWSP Supply AMUC WTP Online 1.0 1.18 LT Traditional Yes (Fresh) AMUC RO WTP Alternative 2025 2.5 2.95 SA Yes Expansion (Fresh) Total - 3.5 4.13 - - - 1 Information on existing and planned water treatment facilities taken from the 2017 Lower West Coast Water Supply Plan Update. 2 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the Required Treatment Capacity by the Raw to Finished Water Adjustment. Table 5-15 identifies the major tasks required to build each of the planned expansion phases, along with the funding source that will be utilized and the scheduled dates for studies,property acquisition,design,permitting,and construction. Table 5-15. Major Tasks Required to Build Planned AMUC Potable Water Treatment Facilities Year(s)of Execution Funding Feasibility Property Facility Name Source tudy Acquisition Design Permitting Construction AMUC RO WTP TBD Complete Complete TBD TBD TBD Expansion 5.3.2 Reclaimed Water Facilities AMUC is served by one WRF,which is located within the development.The WRF is capable of producing 0.9 MGD of reclaimed water.AMUC plans to expand the WRF to a total capacity of 3.4 MGD.Table 5-16 summarizes the capacities of the existing and planned phases of the WRF. Table 5-16.Summary of Existing and Planned AMUC Water Reclamation Facilities' Design Project Identified In Facility Name Year Online Capacity LWCWSP (MGD) AMUC WRF(Phase 1) Online 0.9 N/A AMUC WRF(Phased expansion) 2024 2.5 Yes Total - 3.4 - 1 Information on existing water treatment facilities taken from the 2017 Lower West Coast Water Supply Plan Update. Reclaimed water is pumped from the WRF to three reclaimed water storage ponds,which serve as the source for the Town and University's irrigation system.AMUC plans to add an additional reclaimed water storage ponds within the development in the future. Expansion of the facility's capacity is planned in several phases.The utility plans to add reclaimed water storage ponds and a deep injection well system for disposal during wet weather.The new ponds will increase the Smith 5-17 PW/6295/231366/03/O1 Section 5• Planned Water Supply Facilities storage capacity from 23.0 MG to 44.0 MG.Additionally,AMUC is currently permitting a 289 MG wetlands storage system which will be used for wet weather storage. Reclaimed water is the most important element of the AMUC Conservation Plan,presented in detail in Section 7,and will be utilized to the fullest extent possible for irrigation of the Town and University.AMUC believes it will be able to utilize 100 percent of the reclaim water generated. 5-18 $mlth PW/6295/231366/03/01 Section 6 Facilities Capacity Analysis Sections 3,4,and 5 of this plan presented the population and associated water demand of the service area served and to be served by each utility,the existing water supply facilities in place to meet current demands,and the facilities planned to meet future water supply needs,respectively. The purpose of this section of the plan is to conveniently present a comparison of the population, water demand,facilities capacity,and permit limitations that identifies surpluses and deficits in facility and permit capacities. 6.1 Collier County Water-Sewer District (CCWSD) As described in Section 5.1, CCWSD plans to bring online a new potable water treatment facility and associated wellfield during the 10-year planning period ending in 2028. Table 6-1 illustrates how these additions to the existing system will allow CCWSD to stay ahead of the demand curve during the 10-year planning period. Table 6-1.Water Capacity Analysis for CCWSD 2013 2018 2023 2028 Service Area Population 195,207 241,422 271,671 300,839 Demand Per Capita(gpcd) 150 150 150 150 Required Treatment Capacity @ 150 gpcd(MGD) 29.28 36.21 40.75 45.13 Available Facility Capacity(MGD) 52.00 52.75 52.75 57.75 Raw to Finished Water Adjustment' 1.22 1.22 1.22 1.22 Facility Capacity Surplus(Deficit)(MGD)2 22.72 16.54 12.00 12.62 Raw Water Requirement(MGD)3 35.72 44.18 49.72 55.05 Permitted Amount(MGD Annual Average)4,5 55.53 56.18 56.18 56.18 Permitted Surplus(Deficit) (MGD)6 19.81 12.00 6.47 1.13 'The Raw-To-Finished Water Adjustment was taken from the 2017 LWCWSP. 2 Calculated by subtracting Required Treatment Capacity @ 150 gpcd from Available Facility Capacity. 3 Raw water requirement is the amount of raw water needed to make a certain amount of finished water.It is calculated by multiplying the Required Treatment Capacity @ 150 gpcd by the Raw to Finished Water Adjustment. 4 CCWSD has two potable water supply consumptive use permits.CUP 11-00249-W allocation is for 55.53 MGD annual average and expires on September 22,2036.CUP allocation 11-00419-W is for 0.65 MGD and expires on March 7,2023. 5 CCWSD is proactive in renewing its CUPs in advance of expiration and intends to maintain the necessary CUPs to meet the raw water requirement. 6 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. SPA t 6-1 PW/6295/231366/03/01 Section 6• Facilities Capacity Analysis As will be noted from Table 6-1,the allocation under CCWSD's current CUP (11-00249-W) is sufficient to meet the raw water requirement needed to make the Required Treatment Capacity at 150 gpcd through 2028. 6.1.1 Concurrency Analysis Each year,the Public Utilities Division completes a concurrency review of its "Category A" facilities,including potable water.The analysis becomes a part of the Countywide Annual Update and Inventory Report(AUIR).Although concurrency is mandated through state and local law for a two year period,the AUIR analysis goes well beyond 10 years. Like the AUIR,the CCWSD uses an additional tool to assure concurrency. Known as "Checkbook Concurrency,"the tool is used quarterly to update capacity projections.While the AUIR relies on BEBR population estimates for future growth,the Checkbook tracks approved development (Planned Unit Developments and Developments of Regional Impact) as an additional measure of future capacity. It also measures 3-day peak demand rather than seasonal demand. The CCWSD Water and Wastewater Master Plans are the primary planning tools for capital planning. Nevertheless,the AUIR and Checkbook concurrency measurements serve as additional safeguards to assure future capacity. 6.2 Immokalee Water and Sewer District (IWSD) Table 6-2 shows the capacity analysis for IWSD for the 10-year planning period. The improvements planned by the IWSD for the 10-year planning period are sufficient to meet the -, demands of the service area and the allocation of the underlying CUP (11-00013-W) is sufficient to cover the withdrawals required to make the finished water demand. Table 6-2.Water Capacity Analysis for IWSD 2013 2018 2023 2028 Service Area Population 22,747 25,717 27,616 29,948 Demand Per Capita (gpcd) 75 75 75 75 Annual Average Daily Demand(MGD) 1.71 1.93 2.07 2.25 Available Facility Capacity(MGD)1 5.60 5.60 5.60 8.10 Raw to Finished Water Adjustment2 1.22 1.22 1.22 1.22 Facility Capacity Surplus(Deficit)(MGD)3 3.89 3.67 3.53 5.85 Raw Water Requirement(MGD)4 2.08 2.35 2.53 2.74 Permitted Amount(MGD Annual Average)5 4.15 4.15 4.15 4.15 Permitted Surplus(Deficit)(MGD)6 2.07 1.80 1.62 1.41 1 Per the Lower West Coast Water Supply update,the IWSD available facility capacity is projected to go up to 8.10 by 2030. 2 The Raw-To-Finished Water Adjustment was taken from the 2017 LWCWSP. 3 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 4 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the Annual Average Daily Demand by the Raw-To-Finished-Water Adjustment. 5 CUP(11-00013-W)allocation is 4.15 MGD annual average and expires on May 23,2031. 6 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. 6-2 Csmlth PW/6295/231366/03/01 Section 6• Facilities Capacity Analysis 6.3 Ave Maria Utility Company, LLLP (AMUC) Table 6-3 shows the capacity analysis for AMUC for the 10-year planning period. Based on the capacity analysis,AMUC does not have sufficient permitted capacity to meet the demands of its service area for the 10-year planning period.The allocation of the underlying CUP (11-02298-W) only convers the withdrawals required to make the finished water demand until 2025.After 2025,the Permitted Surplus (Deficit) becomes negative.AMUC will need to increase their permitted consumptive use by 2025. Table 6-3. Water Capacity Analysis for AMUC 2013 2018 2023 2028 Service Area Population 2,924 5,803 9,065 12,713 Demand Per Capita (gpcd) 91 91 91 91 Annual Average Daily Demand(MGD) 0.27 0.53 0.82 1.16 Available Facility Capacity(MGD) 1.00 1.00 1.00 3.50 Raw to Finished Water Adjustment' 1.18 1.18 1.18 1.18 Facility Capacity Surplus(Deficit)(MGD)' 0.73 0.47 0.18 2.34 Raw Water Requirement(MGD)3 0.31 0.62 0.97 1.37 Permitted Amount(MGD Annual Average)4 1.16 1.16 1.16 1.16 Permitted Surplus(Deficit)(MGD)5 0.85 0.54 0.19 (0.21) 1 The Raw-To-Finished Water Adjustment was taken from the 2017 LWCWSP. 2 Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 3 Raw water requirement is the amount of raw water needed to make a certain amount of finished water. It is calculated by multiplying the annual Average Daily Demand by the Raw-To-Finished-Water Adjustment. °CUP(11-02298-W)allocation is 1.16 MGD annual average and expires on October 19,2020. 5 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. SPm1th 6-3 PW/6295/231366/03/01 Section 7 Conservation Regulations and Practices As the water supply in Florida becomes more taxed over time,the need to more efficiently utilize water resources will increase. The following subsections outline the conservation regulations and practices utilized by each of the utilities covered under this plan. The information provided has been taken directly from the water conservation plans approved by the SFWMD and included in each utility's consumptive use permit. 7.1 Collier County Water-Sewer District (CCWSD) The conservation plan implemented by CCWSD is described in the utility's consumptive use permit as follows: The Collier County Board of Commissioners enacted Ordinance 2002-17,which reduced watering to three days per week(three times each for odd and even numbered addresses),in an effort to reduce water consumption.This ordinance also requires that rain sensor devices be installed on automatic irrigation systems.The Board initiated an ASR program to allow for the storage of excess water that can later be withdrawn to offset peak usage. Other water conservation measures designated by the SFWMD,which Collier County has enacted include: • Requiring low flow plumbing fixtures as part of the Land Development Code (LDC); • Encouraging the use of Florida Friendly landscapes and other drought-tolerant vegetation in portions of the LDC; • Implementing water conservation rates that increase per-thousand gallon charges as usage increases; • Monthly reading of all customers'meters to minimize losses from unaccounted-for water; • An active reuse program,which delivers over 4.5 billion gallons a year of reclaimed wastewater,to reduce irrigation withdrawals; • Filter backwashing at the SCRWTP to eliminate water lost in cleaning filters; and • Enacted in 2003 to further promote water conservation,the Board approved a mandatory water high-consumption surcharge,which is applied when the SFWMD implements water restrictions and impacts on only high-use consumers. In addition to these water conservation measures,the CCWSD and other County agencies endeavor to educate the public regarding water conservation through educational and outreach programs.Staff members routinely conduct presentations for schools, civic groups,homeowner associations,and other receptive groups. Division staff participates in events,such as"Senior csmth 7-1 pv6295/231366/03/01 Section 7• Conservation Regulations and Practices Expo"and"Government Days,"to take the water conservation campaign to the public.Utility bill inserts and advertising have further helped to spread the message.The County has actively been promoting the"Fridays are Dry Days" campaign,which has become the tag line on commercials airing on radio stations throughout Collier County.These stations were selected to target a large number of consumers,including those who do not speak English.The tag line has also been utilized in several productions airing on the Collier County Government Channel. Public service announcements and specially produced videos promoting water conservation also air on the County's government access television station, Channel 11/16. CCWSD has made significant strides towards improving and enhancing the efficiency of the Water Distribution System and aims to continue to do so over the next 10 years. Maintaining an efficient system with upgraded and preventive maintenance efforts keeps unplanned water losses to a minimum.CCWSD's average unaccounted-for water is currently below 10 percent,according to the unaccounted water loss report submitted to the SFWMD.Traditionally,water loss in Collier County Water District has remained low due to aggressive water loss management practices. Figure 7-1 shows the unaccounted-for water loss over the past 15 fiscal years. As indicated in Figure 7-1,the CCWSD unaccounted-for water loss has lowered during the recent 10 years (period between 2008 to 2017) when compared to its preceding period. Figure 7-1 CCWSD Unaccounted-for Water Loss from FY2002 to FY20171 15.0% o 12.2% 41 12.5% 11.5% ° 9.7% 10.0% O „, 10.0% 9-3% 8.4%8.5% • t 7.5% ° `� 4.6%4.90 5.4% t 5.0% 4.5°/o 3.3%4.0% 3.13%4.0/0 ° 3.1% ::: . CU 1111111 111111 1 M d" Ln l0 L� co Q, O N Cr) d" O O O O O O O O e c 1 1--1 1-1 T--1 O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N Fiscal Year 1 The CCWSD Unaccounted-for Water Loss from FY2002 to FY2013 was taken from the previous 2013 10-Year Water Supply Plan Update. Specific projects the CCWSD has or will undertake to further water conservation include: • Ongoing effort to replace valves that are reaching the end of their useful life and to install and additional (20)valves per year to assist with increase responsiveness to system events. • Mapping new areas incorporated into the district,including Golden Gate City,and North East Service Area (i.e. Orange Tree Utility). 7-2 Csmith PW/6295/231366/03/O1 Section 7•Conservation and Practices • On-going effort to replace lead service lines that are traditionally a major portion of the water loss for the CCWSD. Considering the age of the service lines,CCWSD's goal is to replace up to 75 service lines per year. • Continue with the meter change-out program for the replacement of all 3/4"to 2"potable meters. Of the over 56,000 meters originally identified by CCWSD,approximately 7,500 meters are left to replace.The meter change-out program is scheduled for completion by September 30, 2019. • On-going activity of replacing water mains utilizing a"just in time"method methodology of replacement. Mains are replaced after several failures versus waiting until they become an operational issue.This improves service reliability and fire protection capacity and reduces the potential for water loss. • Changes to the Utility Standards Ordinance now require developers of new areas to provide flushing stations for areas that may have concerns with maintaining sufficient residual.This results in the reduction of overall water loss due to required flushing to maintain disinfectant residuals. • Collier County is actively completing water looping projects. Looping is promoted by imposing and tracking PUD commitments and through enforcement of design criteria which require all new potable water distribution systems to be looped. Looping conserves water by eliminating dead ends,which must be flushed to maintain minimum chloramine residuals. • Collier County's projects that have been completed over the past five years are: o Wilshire Lakes, o Treefarm Road, o Twin Eagles, o Heritage Bay, o Waterways Boulevard, and o Orange Tree Boulevard. • The water looping projects planned over the next five years include: o Wildflower Way, o Warren Street, o Quarry/Esplanade, o Saturnia Lakes, and o Bergamot Lane. cSmith 7-3 PW/6295/231366/03/01 Section 7• Conservation Regulations and Practices ■ Collier County Water District is proactively acquiring older utilities,such as Golden Gate City. This allows for sharing of water resources among a larger number of customers and enhanced maintenance,which will decrease unaccounted for water levels in these areas. ■ Employing other contractual resources to perform leak detection for older areas of the Water District. 7.2 Immokalee Water and Sewer District (IWSD) The conservation plan implemented by IWSD is described in the utility's consumptive use permit as follows: Pursuant to the SFWMD Applicants Handbook for Water Use Permit Applications (September 2015),Section 2.3.2 F. 1.Water Conservation Requirements,all public water supply utilities are required to develop and implement a water conservation plan. Each of the mandatory water conservation elements must exist or have a proposed time frame for implementation.As mentioned earlier,the IWSD was established under Florida law and has specific duties and quasi- governmental rights. However,the authority to enact ordinances does not reside with that District.The applicant has stated they will request that Immokalee enact any required ordinances within a year of permit issuance.The applicant has provided the following water conservation plan elements: A. Permanent Irrigation Ordinance: An ordinance which restricts landscape irrigation to the hours of 4:00 p.m.to 10:00 a.m., 7 days per week,is currently not in effect for the service area.The utility will request that Immokalee adopt an ordinance for the service area within 1 year of permit issuance. B. Xeriscape Ordinance: An ordinance which requires the use of xeriscape landscape principles is currently not in effect.The utility will request that Immokalee adopt an ordinance for the service area within 1 year of permit issuance. C. Ultra-Low Volume Plumbing Fixture Ordinance: An ordinance which requires ultra- low volume plumbing fixtures on all new construction is in effect for the service area. D. Water Conservation Rate Structure: The applicant has a conservation-based rate structure,which includes increasing block rates as a means of reducing demands. E. Leak Detection Program: The applicant does not have an unaccounted-for water and leak detection program because the unaccounted-for water losses are less than 10 percent. F. Rain Sensor Device Ordinance: An ordinance which requires any person who purchases and installs an automatic lawn sprinkler system to install,operate,and maintain a rain sensor device or automatic switch which will override the irrigation system with the occurrence of adequate rainfall is currently not in effect for the service area.The utility will request that Immokalee adopt an ordinance within 1 year of the permit issuance. 7-4 Csmith PW/6295/231366/03/01 Section 7•Conservation and Practices G. Water Conservation Education Program: The applicant distributes pamphlets,makes school visits,and provides information booths for employees and customers. Information signs,press releases,and messages about water conservation on the bills are also utilized. H. Reclaimed Water: Currently,all wastewater effluent is disposed of via a spray irrigation field and percolation ponds. 7.3 Ave Maria Utility Company, LLLP (AMUC) The conservation plan implemented by AMUC is described in the utility's consumptive use permit as follows: Per Section 2.3.2 F of the SFWMD Applicants Handbook for Water Use Permit Applications,public water supply in excess of 500,000 gpd requires a water conservation plan addressing the following conservation elements: Permanent Irrigation Ordinance,Xeriscape Ordinance, Ultra- Low Volume Plumbing Fixture Ordinance,Water Conservation Rate Structure, Leak Detection Program, Rain Sensor Device Ordinance,Water Conservation Education Program,and Reclaimed Water Use.The following information is provided. A. Permanent Irrigation Ordinance: One of the water conservation efforts the Ave Maria University and Town will pursue is adoption of an irrigation ordinance to limit irrigation water usage during the dry season.The planned ordinance would follow watering restrictions adopted by Collier County,including limiting daytime watering times and limiting the number of days that lawns could be watered.The irrigation ordinance would also likely follow an even/odd address watering system. B. Xeriscape Landscape Ordinance: The University and Town of Ave Maria will pursue adoption of an ordinance which recommends the use of xeriscape principles in landscape planning for all new construction.The ordinance would encourage implementation of xeriscape landscaping practices including use of mulches,native and drought tolerant plants,and limited turf areas. C. Ultra-Low Volume Plumbing Standards: The university and town of Ave Maria will pursue adopting an ordinance requiring ultra-low volume plumbing fixtures in all new construction.The standards proposed in the planned Ave Maria Plumbing Code would,in most cases,be as stringent as the ultra-low plumbing standards stipulated in the SFWMD Water Conservation Plan Development Guidelines. D. Water Conservation Rate Structure: The Town of Ave Maria plans to utilize an inclining block rate structure in order to promote water conservation. Residential and commercial water rates will consist of a monthly capacity cost charge (base rate) and a monthly commodity costs charge (volume charge).The commodity costs charges will increase with increased volume use. For example,residential costs increase from $1.75 per thousand gallons for under 5,000 gallons,to$4.00 per thousand gallons for quantities over 30,000 gallons.The details and the planned water rate schedule have not been specifically determined yet. Csmmth 7-5 PW/6295/231366/03/01 Section 7• Conservation Regulations and Practices E. Leak Detection&Distribution System Losses Program: A leak detection program will be implemented by the AMUC if system losses exceed 10 percent.The leak detection program will likely utilize the Rural Water Association (RWA) sonic type leak detection equipment. System losses may be attributable to known line breaks.The Ave Maria Utilities Department will repair water main and service line breaks as soon as possible to minimize and prevent distribution system losses. F. Sprinkler System Rain Sensor: The Town of Ave Maria will recommend installation of rain sensor devices on automatic lawn sprinkler systems for all new construction. G. Public Education Programs: The AMUC will pursue public education programs on water conservation and community responsibility.The programs could include presentations by Utility staff,such as water conservation topics discussed during tours conducted at its facilities. H. Water Treatment Plant and Waste Water Reclamation Facility. Educational brochures on water conservation,landscaping and xeriscape can be distributed by the Utility offices.The AMUC could also include water conservation information to all customers along with monthly billing statements. I. Reclaimed Water: The most important element of Ave Maria's Water Conservation Plan is utilization of a reclaimed water system for irrigation.The Town and University will pursue the use of as much reclaimed water as possible and will likely be able to utilize 100 percent of the reclaimed water generated. 7-6 Csmith PW/6295/231366/03/O1 Section 8 Capital Improvement Projects Section 5 of this plan focused on the projects that each of the utilities have planned for the 10- year planning period. Attention was paid to the amount of water made available and when it would be made available. The following subsections present the capital improvement projects planned by each utility,including the funding source,project number,project name,and cost estimate for each project. 8.1 Collier County Water-Sewer District (CCWSD) The most recent lists of CCWSD water and wastewater capital improvement projects were developed as part of the Fiscal Year 2017 Water and Wastewater User Rate Study. The capital improvement projects pertinent to future water supply are summarized in Table 8-1. CCWSD funds its water and wastewater projects from four funds: 411 -Water Impact Fees,412 -Water User Fees,413 -Wastewater Impact Fees,and 414-Wastewater User Fees. Impact fees are utilized to pay for expanded supply projects,while user fees are used to fund operations, maintenance,and replacement of existing facilities. 8.2 Immokalee Water and Sewer District (IWSD) The most recent lists of IWSD water and wastewater capital improvement projects were developed as part of the Fiscal Year 2018 Water and Wastewater Utility Rate Study. The capital improvement projects pertinent to future water supply are summarized in Table 8-2. IWSD funds its water and wastewater projects from Seven funds: USDA Water Grant Funds, USDA Water Loan Funds, USDA Wastewater Grant to be obtained, USDA Wastewater Loan to be obtained, Rate Revenue-Sewer (RRS),Rate Revenue-Water (RRW),and funds to be determined at a later date (TBD). 8.3 Ave Maria Utility Company (AMUC) AMUC is currently in the process of updating their CIP and is unable to provide reliable information at the time of writing this report(October 2018).The capital improvement projects for AMUC future water supply that were provided in the 2018 LWCWSP are summarized in Table 8-3. csPmith 8-1 PW/6295/231366/03/01 I0 ;SU,1 A A A A N A A A N A A A N A A N A A A A N N A A A A N N A A A N Ni4 a? r N N 0 yd+ Ni Ni Ni Ni Ni Ni Ni Ni Ni Ni NJ Ni Ni Ni Ni Ni Ni Ni Ni N N N N Ni N Ni N N Ni h+ F-, Q �` ,-','D' vD ?-p'' omr m im m m m . m m m . m m m m m m m m m m m CD m v D m m m !' 3 " n a 3 oa ` N v o n C W a m — co 3 a 0 V V CN V V V V V V J J V V V J J V V V V J J V J V V V J In CO '' - j 0 0 0 o O O 0 0 0 o O o 0 0 0 0 0 o o o o o O 0 0 o o o o -I - " r " N r NiN . 0 0 0 0 0 0 0 0 0 0 0 0 00 La - v`3. 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V. - THIS INTERLOCAL AGREEMENT, (herein "this Agreement") is entered into this ti Li141_ daof _brit.Lc/1 2009, between the Cityof Naples, Floridaa («City") o . and the fact Board of County Commissioners of Collier County, Florida ("County"), as the Governing Body of Collier County and as Ex-Officio the Governing Board of the Collier County Water-Sewer 6 District("CCWSD"). ARTICLE ONE •=, agl BACKGROUND INFORMATION N � 1. By enactment of City of Naples Ordinance No. 2698 (passed 2"d reading on June 15, EV 1977), the City exercised its Chapter 180, Florida Statutes, power and authority to extend the u City's water and wastewater utility facilities into specific geographic areas in unincorporated E4.1 c Collier County as such areas are depicted by a one (1)page map and a twenty-one(21)page legal description that was attached to and made a part of that Ordinance. , ris 2. The County and the City entered into a Basic Agreement(the"BA") effective October 16, 1977. The original BA addressed only potable water service from the City to specified geographic areas in unincorporated County (as such areas are described by the legal description in Exhibit "A" that was attached to the BA). The following items were attachments to the original BA: rad ro e7 w .+a a Exhibit "A" - (2 pages). Page 1 of Exhibit "A" is a "metes and bounds Iegal description" of the City's Water Service Area Boundary. Page 2 of that Exhibit "A" is a map (graphic) depicting the then existing geographic boundaries of the City's Water Service Area. Q CM b. Exhibit "B" is a 1-page map (graphic) entitled "City Franchised Water Service Area." c. Exhibit "C" is a 1-page map (graphic) denoted as "City Raw Water Transmission Main and Supply Wells." d. Exhibit "D" is a 5-page "preliminary report" (in letter form) signed by Ted Smallwood on behalf of"BC&E/CH2M Hill." That Report (at its page 5) states that it is "... a preliminary report intended only to provide general guidance to Page 1 of 16 both the City and County in establishing policy for the future of the respective governing bodies' utilities." 3. Addendum#3 to the BA addressed (for the first time) wastewater service from the City to specified geographic areas in unincorporated Collier County. 4. The original BA has been amended by two (2) "Amendments" and by nine (9) "Addendums." The BA and the eleven (11)amending agreements are: City's Autborization � Effcctive Date Item's Description Applicability City Res. No. 2783 October 16, 1977 The Basic Agreement Active City Res. No.3284 June 20, 1979 Addendum# 1 Added 2 water meter sites City Res. No. 3305 August 1, 1979 Addendum #2 Added 1 water meter site City Res. No.3502 April 2, 1980 AMENDMENT# 1 Fully Executed City Res. No.84-4526 August 15, 1984 AMENDMENT#2 Fully Executed City Res. No. 84-4598 November 7, 1984 Addendum #3 Active G7 City Res. No. 86-5136 November 3, 1986 Addendum#4 Fully Executed - - City Res. No. 86-5160 December 3, 1986 Addendum#5 Fully Executed City Res. No. 87-5430 November 18, 1987 Addendum #6 Fully Executed City Res. No. 89-5733 February 1, 1989 Addendum #7 Fully Executed City Res. No. 90-6117 May 16, 1990 Addendum #8 Fully Executed City Res. No. 91-6347 April 3, 1991 Addendum #9 Fully Executed Informational Noes: The original BA agreed that the City would supply water at the following four (4) water interconnect locations: U.S. 41 and Thomasson Drive; Radio Road one mile north of Pine Ridge Road; Pulling Road two miles north of Pine Ridge; and U.S. 41 and 91" Avenue North,Naples Park. Addendum #1 agreed that the City would supply water at the following added two (2) interconnection points: Lakewood Unit #7 – Boca Cieca Drive and Marcor Drive; and Kings' — Lake-- Evergreen Lake Road in the vicinity of Lakewood Boulevard. Page 2 of 16 Addendum #2 added one (1)additional water service connection point as follows: King's Lake North— Eastern end of Estey Drive. AMENDMENT #1 (a) amended BA paragraph 13 to agree that the City was to quitclaim specified utility facilities to the County regarding the City's water service to the BA's Exhibit B water service area; (b) added a new paragraph 13A into the BA (regarding planned relocation of City-owned water tank) and(c) amended BA paragraphs 7, 8, 11 and 21. AMENDMENT #2 (a) added a new subparagraph (h) to BA paragraph 2 (to add one additional connection point to the City's 5 million gallon water storage tank, located at Carica Road, subject to the County assuming permanent water service to the geographic areas described as south of township line between Townships 48 South and 49 South, outside of the City's water service area as depicted on the BA's Exhibit "A;" (b) Amended the BA's paragraph 3 to establish a rate payment formula applicable to only BULK water sold by the City to the County; (c) Amended paragraph 7 to the BA to agree that the water meter at U.S. 41 and Thomason Drive would remain in place and continue to be used; (d) Also amended the BA's paragraph 8 to agree that the City could limit the quantities of its supply of BULK rate City treated water; (e) Deleted BA paragraphs 9 and 10; (f)Amended BA paragraph 12 to agree that the City could limit the quantity of the City's supply of BULK water if the County did not commence construction of specified water facilities by January 1, 1989; and(g) Amended BA paragraph 13A to agree that the County would pay interest regarding specified construction costs. Addendum #3 acknowledged that the City was serving (and would continue to permanently ,, , serve) twenty-two (22) geographic areas listed therein with wastewater service and also agreed to ' many specifics regarding that wastewater service. Paragraph 7 in Addendum #3 refers to then existing contingencies regarding possible wastewater service from the City to the Pine Ridge Industrial Park. (Permanent wastewater service to the Pine Ridge Industrial Park is currently being provided by the CCWSD.) Co Addendum #4 transferred the Pelican Bay Improvement District to the CCWSD for permanent potable water service and transferred the following (as therein described) water service sites: Located on the west side of Airport Road and south of Pine Ridge Road) to the City for permanent wastewater service from the City: Bear's Paw, Poinciana Village, Poinciana School, Pine Woods, Naples Bath and Tennis, and The Falls. Addendum #5 transferred the Sutherland Center to the City for five (5) years of interim water service from the City. (The CCWSD now supplies permanent water service to the Sutherland Center.) Addendum #6 agreed that the City would provide interim water service to the Pine Ridge Middle School. (The CCWSD now supplies permanent water service to that school.) Addendum #7 agreed that the City would provide interim water service to the East Naples Community Park. (The CCWSD now supplies permanent water service to that Park.) Addendum #8 agreed that the City would supply bulk potable water service to the Wyndemere Subdivision. (The CCWSD now supplies permanent water service to that subdivision) Page 3 of 16 • Addendum #9 agreed that the City would provide interim water service to the North Naples Fire Station. (The CCWSD now supplies permanent water service to that Fire Station.) 5. Only the original BA (regarding water service), and Amendment #2 (amending the BA's Paragraph 3 to create a rate payment formula applicable to BULK. water sold by the City to the County), and Addendum #3 (regarding City wastewater service to twenty-two listed geographic areas) have provisions that have not been fully executed. All of the other ten (10) above-listed items have been fully executed. Several of those items applied for limited time periods that have come and gone. 6. Except as provided in paragraph 5, above, this Agreement cancels and supersedes the BA, the two (2)amendmentsto the BA and the nine (9)addendums to the BA. This Agreement does not affect any previously executed aspect of the BA, or any amendment or addendum to the BA, such as and without limitation: (a) transfer of title to any real property and/or any previously executed transfer of title to any personal property; (b) any prior grant of, transfer of, or any other right to use any property including easements; nor (c) any prior grant of any right to use personal .P property. This Agreement does not affect any now existing water interconnection service site, — any right of any water or sewer service customer or service site, or any third party beneficiary. c= oc 7. Term of this Agreement. This Agreement shall continue for a period of thirty (30) years c' unless terminated in writing by the City and the County. 8. Amendments to this Agreement. This Agreement shall be amended only by written amending agreement(s) executed by the City and by the County and which shall include the following example (title): "This First Amending Agreement amends the 2009 City of Naples, Collier County Interlocal Agreement — Accord and Satisfaction." The Second Amending Agreement shall be titled"This Second Amending Agreement ...." 9. Successors and Assigns. This Agreement shall be binding on the successors and/or assigns, if any, of the City, the County and/or the CCWSD. 10. Definitions. "Complex" refers to the present County Government Complex. "County" means "Collier County." ''CCWSD" means "the Collier County Water-Sewer District." Page 4 of 16 "Imputed sewer service gallonage" means the quantity of sewer service gallonage determined by a percentage of water supplied by the City to the respective service site or service geographic area. "Horseshoe Drive Areas" refers to the South Horseshoe Drive Area/Collier Industrial Park, plus the Coconut River Estates Area (in residential use), and plus the River Reach Area (in residential use). "In-City rates" means City water service rates and/or sewer service rates that do not include any surcharge. "Out-of City rates" means City water service rates and/or sewer service rates that can include the City's discretionary 25% surcharge. "Meter measured gallonage" refers to the gallons of water and/or sewage gallonage measured by a water meter. In that sewer flow meters are inaccurate, sewer flow equivalency will be based upon the metered water bill. "School site" refers to the Shadowlawn Elementary School site. "Sewer" and "wastewater" are synonymous. "Surcharge" means the City's Subsection 180.191(1)(a), Florida Statutes, twenty-five percent (25%) surcharge. ARTICLE TWO CITY'S EXISTING WATER AND SEWER SERVICE TO UNINCORPORATED AREAS OF COLLIER COUNTY 1. CITY'S EXISTING WATER SERVICE AREA BOUNDARIES IN UNINCORPORATED COLLIER COUNTY. The geographic boundaries of the City's existing water service areas in unincorporated Collier County are depicted in Exhibit "A" attached to this oc Agreement. Pursuant to this Agreement, the City shall continue to provide those water services to those geographic areas. 2. CITY'S EXISTING SEWER SERVICE AREA BOUNDARIES IN UNINCORPORATED COLLIER COUNTY. The geographic boundaries of the City's existing sewer service areas in unincorporated Collier County are depicted in Exhibit"A"attached to this Agreement. The City shall continue to provide its sewer service to those geographic areas, excepting only the Complex and the School site. Throughout the term of this Agreement the City's sewer rates, fees and charges to be applied to the Complex shall be and remain the same as the City's then existing in-City sewer rates, fees and charges as set forth in the City of Naples Utilities Rate Schedule for Commercial Customers. For sewer rates fees and charge purposes, throughout this Agreement, the Complex shall be treated as if it is physically located within the Page 5 of lb City's geographic boundaries. Those geographic areas at the time of this Agreement are depicted in Exhibit "A"attached to this Agreement. ARTICLE THREE I. WATER AND SEWER SERVICE TO THE COMPLEX, SCHOOL SITE,AND THE HORSESHOE DRIVE AREAS. A. City Water Service to School site. The City shall continue to supply water service to the School site, shall invoice the school site and retain all such water service revenues. B. City Water Service to the Complexi Rates: Minimum Water Pressure. The City shall continue to supply water service to the Complex. The City shall apply its generally applicable in- City water service rates to the Complex as set forth in the City of Naples Utilities Rate Schedule for Commercial Customers (no water surcharge). Provided an adequate and appropriate meter o size is in use, the water pressure shall not be less than fifty (50) pounds per square inch as pressure tested at the water meters that interconnect that water to the Complex. C. Sewer Service Supplied by the City to the Complex and School Site Transferred to the cal CCWSDi City Sewer Rates to School Site. The City has been supplying sewer service to the Complex and School site (through the Linwood Avenue force main). At no cost to the City, the cc. County will disconnect the Complex and School site from the Linwood force main and o0 concurrently connect both of these two service sites to the CCWSD's sewer system. This Agreement does not control the City's sewer rates to be applied by the City to the School site. Applying the City's then generally applicable sewer service rates, the City shall collect and retain all of those revenues. D. Sewer Gallonage Imputed to the School site. Each billing-cycle the sewer service gallonage to be imputed to the School Site shall be fixed by applying 100%of the City's metered water gallonage supplied to the School site. E Quantity of Sewer Service Imputed to the Complex — City's in-City sewer service rates. The sewer service gallonage to be imputed to the Complex shall be fixed by 100% of City meter measured gallons of only the "net potable water" supplied to the Complex each City billing-cycle. The following City supplied water shall be excluded to calculate the sewer service gallonage imputed to the Complex: City water for irrigation; City water for use by the County's cooling tower; and City water for other future water uses, if any, if that water will not increase Page 6 of 16 the sewage gaIIonage coming from the Complex (into the CCWSD's sewer system). The City shaII apply its generally applicable in-City sewer service rates to the Complex as set forth in the City of Naples Utilities Rate Schedule for Commercial Customers (no sewer surcharge). For these sewer rate purposes the Complex shall be treated as if it is (and remains) whoIIy within the City's geographic boundaries. 2. THE HORSESHOE DRIVE AREAS; WATER AND SEWER SERVICE TO THESE AREAS: SEWAGE EQUALIZATION TRANSFERS FROM CCWSD TO CITY. A. City Water Service to the Horseshoe Drive Areas. The following three geographic areas are referred to in this Agreement as the "Horseshoe Drive Areas": (1) South Horseshoe Drive/Collier Industrial Park (the "Park") which is in industrial or commercial uses; (2) the Coconut River Estates, and (3)the River Reach area,which are both in residential uses. The City will continue to supply water to these areas by applying the City's then generally applicable water • service rates. The Horseshoe Drive Areas are depicted in Exhibit "B" attached to this Agreement. 4:=3 B. Transfer of the Horseshoe Drive Areas Sewer Service from the CCWSD to the City. As contemplated by paragraph 5 of an Interlocal Service Boundary Agreement between w and among the City, County and the East Naples Fire Control and Rescue District dated o November 2, 2007, in conjunction with the Collier Park of Commerce annexation (OR:4298, PG 2715, Public Records of Collier County), the City shall provide sewer service as soon as possible, to the Horseshoe Drive Areas (through the Horseshoe Drive Interconnection - See Paragraph E, below). C. Sewer Service Gallonage to the Imputed to the Horseshoe Drive Areas. The amount of City supplied sewer gallonage to be imputed to the Park area shall be fixed by 100% of the metered water gallons supplied by the City to the customers in the Park area during each billing-cycle. The amount of sewer service gallonage to be imputed to the Coconut River Estates and to the River Reach areas shall be eighty percent (80%) of the City's metered water gallonage supplied to those areas each City billing-cycle. D. Sewer Service to the Horseshoe Drive Areas. The CCWSD has been providing sewer service to the Horseshoe Drive Areas, and by agreement with the CCWSD, applying the CCWSD's sewer service rates, the City has been collecting these revenues and has been Page 7 of 16 • remitting those revenues to the CCWSD. The City shall continue to collect those revenues from the customers in the Horseshoe Drive Areas and shall continue to remit those sewer service revenues to the CCWSD. By means of the sewage equalization transfers (See Paragraph E, below), and that the School administration shall pay the City for the sewer service gallonage imputed to the School site (as invoiced by the City to the School site), and that the County shall pay the City for the sewer service gallonage imputed to the Complex (as invoiced by the City to the County), the City will thereby be paid in full for the sewage equalization transfers delivered to the City through the Horseshoe Drive Interconnection (the net result being the same as if that sewage gallonage is delivered to the City's system from the Complex and from the School site). This interconnection point is located near the southwest corner of Airport Pulling Road and North Horseshoe Drive(The location is depicted on Exhibit "C"attached to this Agreement). E. Sewage Flow Equivalency Transfers. The intent of this Agreement is that, equivalent sewer flows will be diverted to the City, as measured by the City of Naples metered water bill. The amount of equivalent sewage to the City's sewer system from the area (as described in Pzs Article Three, item 2.A.) connected to the Interconnect ("UC") will be diverted by the CCWSD opening the I/C located at the southwest corner of Horseshoe Drive and Airport Pulling Road. Throughout the first year of the agreement, the staffs of City of Naples and the CCWSD will omit jointly monitor the City of Naples Water bills to determine equivalent sewer flows as noted in -- other sections (Article Three, item 1. D., item 1. E., and item 2.C.) of this agreement. After the <=› first year of execution of this agreement, equivalent sewer flows will be adjusted in the months following based on the joint agreement between the CCWSD and the City of Naples staff. If all possible flow from the area connected to I/C and diverted to the City at maximum hydraulic flow capacity of the I/C, said flow will be deemed equivalent. The process described herein will be repeated each year following the first year during the life of this agreement. F. Reimbursement Payment from County to City regarding the Horseshoe Drive Interconnect. The CCWSD has expended $138,159.25 to interconnect a CCWSD-owned wastewater force main to the City's wastewater facilities for delivery of sewage into the City's wastewater system from the CCWSD and/or from the City's system into the CCWSD'S system during emergencies. The CCWSD managed and paid for that work and the City paid the CCWSD already incurred costs of $50,935.62. As this interconnection is not to be limited to emergencies, the County will promptly remit the already incurred costs to the City. Page 8of16 3. LINWOOD AVENUE FORCE MAIN QUIT-CLAIMED TO COUNTY. Only the Complex and the School site (until such service is soon to be transferred from the City's system to the CCWSD's system) are supplied with sewer service through a six-inch (6") wastewater force main, referred to in this Agreement as the "Linwood Avenue force main." This force main is now of insufficient size to comply with the Florida Department of Environmental Protection's requirements applicable to transfer of the current combined quantities of sewage gallonage from the Complex and the School site to the City's sewer system. This force main shall not provide any service to the School site, to the Complex, nor to any other site after the Complex and the School site are disconnected from this force main. There is doubt regarding ownership of the property title to this force main. To remove this doubt the City hereby quit-claims to the County (not the CCWSD) all rights, title and interests the City has or may have in this force main. At the County's discretion, some or all of this force main (but not the City's lift station) may eventually be removed from the ground at no cost to the City. The location of this force main Q and lift station is depicted on Exhibit "D"attached to this Agreement. 4. CITY'S UTILITY BILLING ORDINANCE. The City's current water and sewer service rates are listed on a two (2) page schedule attached hereto as Exhibit "E". The Complex shall be 41 treated in the same manner as other City commercial customers. ARTICLE FOUR ACCORD AND SATISFACTION The City and the County agree that this Agreement settles and forever resolves any and all claims and disputes of every description that each party hereto had, may have had, now has or now may now have, against any other party arising out of, or associated with, the 1977 Basic Agreement (the "BA") and/or either or both of the BA's two (2) amendments, and/or any of the BA's nine (9) addendums, including with regard to any and all utility rates, fees, charges, surcharges, impact fees, water and/or wastewater service, water and/or sewer pressures, water quality, all service area boundaries, and otherwise. ARTICLE FIVE EXHIBITS ATTACHED TO THIS AGREEMENT The Exhibits attached to this Agreement are: Page 9 of 16 I. Exhibit A: The geographic boundaries of the City,the boundaries of the existing water service areas, and the boundaries of the City's existing sewer service areas in unincorporated Collier County. 4. Exhibit B: Depiction of the Horseshoe Drive Areas 5. Exhibit C: Depiction of Horseshoe Drive Interconnection Point 6. Exhibit D: Depiction of Linwood Avenue force main point. 7. Exhibit E: City of Naples Wastewater and Water Rates IN WITNESS WHEREOF, the County (including the Collier County Water-Sewer District) and the City hereby enter into this Interlocal Agreement - Accord and Satisfaction, this L day of a p►uct,1 , 2009. CITY OF NAPLES ATTEST: By:"dig/W/Ar By: LaBILL BARNETT, MAYOR Tara A. Norm ,City Clerk c ATTEST: BOARD OF COUNTY COMMISSIONERS , DWIGHT.E BRLIGK,Clerk OF COLLIER COUNTY, FLORIDA,AS .. a_S1. ,9 .max ' - THE GOVERNING BODY OF COLLIER ;.. COUNTY AND AS EX-OFFICIO THE t.. , •y..rte. • .. �. ,.� - , I.• GOVERN BOARD OF THE COLLIER `- COUNT +TATER-SEWER ISTRICT ;��,...‘pix„ )40 k LY .( d ktte* ., sy. • DO A FIALA, CHAIRMAN yyx,a is�A Approved as to form Approved as to form an legal sufficiency: and legal sufficiency: T e frey A. Klatzkow Robert D. Pritt, city ttorney County Attorney (revised 2/6/09 12:00 p.m. Page l0of'16 • .. . ._. _ • IF_. . I i • P y .! Exhibit A �: l a. •� .S. 1 fC� 5 ...,3,7 1 . �l` a 1 , ,i 1 f CL y 1r iti 3 ° ° 5 ,..-n 15 q ( 'I,I A I Hco /jr 1 f 1 / 1 • 1 ,„ ,•,4* i i �, ic'n i rJ,q,,r,,e /� • / /, / < y, a>v �~ 1,r 4,, ,J aar / v ./... 4 ' 3 I 1 //:C.9 0.41411 V4V .iP 4... 1',I \ ,..0,.-i 97 r 79/a.- tvi.,14614-' 1 f‘ ' '.— P? ./L ., ,.a /v ) . II t ill,. Ili 'Ii ,{ • Lti- l V,.., i:te.:: IL \-1. ' f . 7 — - It' 1 . e(4, 1 13 c) il . , -4 / `71 41/ ' / 4 . T , - Z. ,,• s ... e l / f l / 1t- e.s9 1 . . K 1 '�� 1 �.. /i = 9 j L q a �"C n v ''.!,r , MINI-- wr . i e / s ` =,... ,/ ' ' 8 t-1.3 L gP 1 e 1 ,1 .. r - ,, . .A.,1] 1 'r clAILO.i,i, '11 • (i-1-144"-s.rN \,, -., id ,.::{t,. Zkpc , / ' : '', l 'i P i ,_4.tTS2 / Q.5/ < ' ' — Water Suer ts 11 , �, i _'..c . i ,i / 8 0 �YL i \ ? 5er��tce.�c'eas \ ., . �' Clly�Naples,Flarl?a ', tw.trf.d.stl» , (,`'+i =110.10112=110.10112 Cf) 4 ,�� . A A . `1111- i _ 'd i 1 M 1� .... 4' t . r IV 53r13.2£06 ' / .ICrr7 .7 14.4.44.ww.tI Mwwf'IN.+. V GI5 Divisive mD11•41611kikF f 1 Milesp +. .►n soot 1,'' tr'. l'. 0 0.3 33 1,2 .81%IWfh.l.M'RMl.ra.Awn-w.t ,''.t. ...f t. 4 •'0. e Page II of 16 • htlYAMl7hiW7 --_• --- 7 z: r ii ' . • I, i I I fil..... .,: � - • 1 ■ +. I�MIH91iW i• • I ? • Ce E ` . ii 06 /� , r 0! T • • li < Li 4 !4 , 1 —1.6;,f 1 .0 r ) 1.?,,, g . Ulf ! 1 C • 44 C 1CS it 1 CI Lt i 1I• VCR i1 w I Z • I r 1 1 co w i 4 vii It • �.:Y" i r' • , % , . • [I C • 0 z • t •-'" •a • p c c y W itt 4u1 8�, I q P' 441•0•446.1111%,.441•0•446.1111%,. F I. 1 3 • .. ' \ i av w E ° �' a y►of 0 o ti S coco c • ... ti N OSI ONI�I•lnd /U0d JIV • c 0 Ag OWED Miliallarlo AM .1€9.6611. MIMI 143 ZI° / • • L 4 • r •.... .q^;. may • • li' r�.. y ems.; :1-}.;..5 . • . at ... ..• .. .. • I �1. . . . . . . . .,......„.....„ . . , • .,, . • z ... • •• .:,..„........;. ....... .. , . • .. •......, :.:s.: . . . •. . ......... ... • • .. C U U 0 ) '2 ti n > 1 U U QD ¢ u .fitr 1 3 • y,440N .� a u pre © i ; D 0 :E • c Ar„Q. S 6,- ONITIfid Ltfpdtlid .9 1 . i y . { CL. .. i U 2 Ii i Q Y!• 4rf ': I. •'•.HS -: g4 O a C � --,a 7'+(f) c a_ 4-0 C all iD CI C 40 L 0 t 1 e- o • . 0 z- • • 8 I I 0 c 4 l i 1 i' I 10 ti I. 1 Exhibit E § 30-36. Water service rates. 1 Meter Size Monthly Base Charge (all Equivalency Factor I customer classes) 5/8"-3/4″ $7.05 1.0 1.0″ 17.62 2.5 1.5″ 35.23 5.0 2.0&Prime: 56.37 8.0 3.0″ 112.74 16.0 4.0″ 176.16 25.0 - 6.0&Prime: 352.31 .,_ 50.0 8.0″ 563.70 80.0 All customer classes will be charged the base rate according to their actual installed meter size. Monthly Consumption Charge/1,000 gallons All Customer Classes Block 1 / Block 2 Block 3 Block 4 5/8″--'/<″ 0-7,500 7,501-15,000 15.001-22,500 Above22,500 1.0″ 0-18,750 18,751-37,500 37,501-56.250 Above 56.250 1.5″ 0-37,500 37,501-75,000 - 75,001-112,500 Above 112,500 2.0″ 0--60,000 60,001---120,000 120,001-180,000 Above 180,000 3A″ F 0-120.000 120,001-240,000 240,001-360,000 :Above 360,000 4.0″ 0-187,500 187.501-375,000 375,001-562,500 ,Above 562,500 . - 6.0″ 0-375,000 375,001-750,000 750,001-1.125,000 Above 1,125,000 8.0″ 0-600,000 600,001-1,200,000 1,200,001--1,800.000 Above 1,800,000 Usage rates: o) Block 1: $1.14 per 1,000 gallons. Block 2: $2.00 per 1,000 gallons. `J`' 4-11 Block 3: $2.85 per 1,000 gallons. Block 4: $3.42 per 1,000 gallons. `.; Irrigation meters are billed in the same way as a potable water meter with the base charges and consumption charges listed here. The bulk potable water rate is $1.85/1,000 gallons. This rate will be adjusted annually as indicated under section 30-33(g),Annual Rate Adjustment by Index. • Page 15 of 16 Collier County 10-Year Water Supply Facilities Work Plan Ordinance Integrating Goodland Water District into CCWSD Appendix B ORDINANCE NO. 2012-43 :!F AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONER OF COLLIER COUNTY, FLORIDA, AS THE EX OFFICIO GOVERNING BOARD OF THE COLLIER COUNTY WATER- SEWER ATERSEWER DISTRICT AND THE GOODLAND WATER DISTRICT, REPEALING IN ITS ENTIRETY ORDINANCE NO. 80-43, WHICH CREATED THE GOODLAND WATER DISTRICT. WHEREAS, Collier County Ordinance No. 75-5 created the Goodland Water District with all of the powers and duties prescribed by Section 125.01 (q),Florida Statutes;and WHEREAS, on April 22, 1980, the Board of County Commissioners (Board) adopted { Ordinance No. 80-43, which superseded Ordinance No. 75-5, in order that the Goodland Water District would be granted the powers and authority of a Municipal Service Taxing and Benefit ' Unit under Section 125.01(1),Florida Statutes;and WHEREAS, it is the intent of the Board to repeal Ordinance No. 80-43 so the Goodland Water District may be dissolved and integrated into the Collier County Water Sewer District;and WHEREAS,the Board funds that it is in the interest of health, safety, and welfare of the Collier County citizens to repeal Ordinance 80-43 in its entirety,which established the Goodland Water District. NOW, THEREFORE, BE 1T ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AND AS EX-OFFICIO E { GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT;:that:p ._:.,+ SECTION ONE: Repeal of Ordinance No.80-43. • r.. 1` a' C.J .� Collier County Ordinance No. 80-43 is hereby repealed in its entirety. 5 ' • SECTION TWO: Incinsion in the Code of Laws and Ordinances. The provisions of this Ordinance shall become and be made a part of the Code of Laws and Ordinances of Collier County,Florida. The sections of the Ordinance may be renumbered or re-lettered to accomplish such, and the word"ordinance"may be changed to"section,""article," or any other appropriate word. •il kt �4 tt _ti SECTION THREE: Conflict and Severability. 1 A In the event this Ordinance conflicts with any other Ordinance of Collier County or other "i 1 applicable law, the more restrictive shall apply. If any phrase or portion of the Ordinance is held 5 invalid or unconstitutional by any court of competent jurisdiction,such portion shall be deemed a 11 separate, distinct and independent provision and such holding shall not affect the validity of the il remaining portion. SECTION FOUR: Effective Date. This Ordinance shall take effect upon filing with the Florida Department of State. r:i 1 PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier ;� County,Florida,this 11th day of December,2012. ,t <.f ATTEST: BOARD OF COUNTY COMM1SSIQNERS,•. DWIGHT E. BROCK,CLERK COLLIER COUNTY, FLORIDA>AND AS EX-OFFICIO THE GOVERNING HOARD OF THE COLLIER COUNTY .WATER- • ''1 •�: y. 60/9 ••-.. SEWER DISTRICT AIN THE .�~ .. a,� ' - GOODLAND WATER DISTR .', By - P d �..� . .., `io ', FRED W. COYLE, ,�� a CHAIRMAN :iApproved OWform j and legal sufficiency; Sea* 1(2 41,4."L ,.... „...,. .,,,,, Scott R. Teach ' Deputy County Attorney • .y This ordir►once.1iled'pij}; 1h.,dr.'). S retdry..of 5•t�a' �CYffi4p !he• J1-` y of 74�Z.. . - •' rind 4.ttkn•rw.!cdvern„3��Fthat fit' .1 It o c i•;t. t!,;s. day yf ' -- . ! , L ;f rf 't. + ►V � �1, Y;a1 i • 2 STATE OF FLORIDA) COUNTY OF COLLIER) I, DWIGHT E, BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true and correct copy of: ORDINANCE 2012-43 which was adopted by the Board of County Commissioners jon the 11th day of December, 2012, during Regular Session, WITNESS my hand and the official seal of the Board of County Commissioners of Collier County, Florida, this 17th day of December, 2012, DWIGHT E, BROCK `' Rt. Clerk of Courts ,41 .Z.I.gii ��. Ex-officio to '�. County Commi s9Xo .Fs Oris8 By: Martha Verga ,, ' Deputy Clerk Collier County 10-Year Water Supply Facilities Work Plan Agreement for Potable Water Service Calusa Island Village (Goodland Area) Appendix C i { 16 02 AGREEMENT FOR POTABLE WATER SERVICE CALUSA ISLAND VILLAGE (GOODLAND AREA) 41 The effective Date of this Agreement is the /—day of March, 2004. THIS AGREEMENT FOR POTABLE WATER SERVICE to be provided by the County to the Development Site is between the Board of County Commissioners of Collier County, '° Florida, as the Governing Body of Collier County, as the Ex-Officio Governing Body of the Collier County Water-Sewer District and the Goodland Water District hereinafter (the "County") and Calusa Island Village, L,C., a Florida Limited Liability Company ("Developer"). One primary purpose of this Agreement is to contract with the Developer to grant to the Developer ten (10) years to recover some of its costs if and when other specified lots) or parcel(s) of land 1 d• w connect to the subject system. w a .+ iJ• RECITALS • co co WHEREAS, Developer requests the County to supply potable water to and for the t c" Development Site (which Development Site land area is described in Exhibit "A", attached MI = hereto); and ONE = �"', WHEREAS, the proposed Development is in need of a supply of potable water from the 7 co County to the Development Site. The total anticipated water demand from the Development Site - r» ra •• o.r ae may not be available from the now existing Goodland water utility facilities, and these facilities ;: A �--• d eo may have to be rehabilitated, renewed and/or upgraded before the County can provide the total potable water demand required by the Development Site; and WHEREAS, all lots except those noted in the Chart (page 4) are grandfathered against QA NM reimbursement to Developer and each such lot has a claim to water capacity from the facilities ION that is superior to the reserved water rights of the Development Site, and one (1) or more of such N F+ vested lots/parcels could possibly request water service from these facilities anytime during the Q ten (10) year reimbursement time frame: and WHEREAS, County shall supply the subject potable water to the Development Site by purchasing potable water from the City of Marco Island pursuant to assignment to that City of a former agreement between the County and a private utility, Florida Water Services Corporation (FWSC). The City of Marco Island has recently purchased the Marco Island Utility System from FWSC and as a result the source of the subject potable water is now and is anticipated into the foreseeable future to be that City; and 1 OR: 3518 PG: 1802 16 02 WHEREAS, before the total demand of the subject potable water can be supplied by the County to the Development Site, the Capital Improvements described in Exhibit "B". Goodland Water Booster Pumping Station Upgrade— Phase I, from Greeley and Hansen, (attached hereto) may or may not have to be completed, depending of the extent, if any, that vested lots may request service and the fact that the total actual excess capacity in the existing facilities has not been quantified; and WHEREAS, Developer agrees to pay all project costs associated with design, permitting and construction of the growth components of the Capital Improvements (the component parts of which are described in Exhibit "B", attached hereto) to enable the County to provide adequate pressure, quantity and quality of potable water by improving the current facilities to meet the (increased) build-out demands of the Development Site (current and future uses), which maximum average daily demand is projected by the Developer to approximate but not exceed sixty-eight thousand three-hundred and thirty (68,330) gallons per day (GPD) and an anticipated average daily demand of 10,400 GPD for Calusa Island Village; and WHEREAS, Developer and County estimate that the projected costs of design, permitting and construction of the growth portion of these capital improvements will total approximately $173,200, and may exceed that sum, but Developer's obligation under this Agreement shall not exceed $200,000;and WHEREAS, the total, actual costs shall be advanced to the County by Developer according to the payment schedule specified herein; and WHEREAS, the total of these costs shall be adjusted as appropriate (by mutual agreement of the parties) based upon determination of the final, actual costs; and WHEREAS, if at anytime within ten (10) years from the effective date of this Agreement, any representative of any non-vested lot(s)or parcel(s), identified below in the Chart (page 4) (the legal descriptions of which are in Exhibit "C" attached hereto), applies to the County (or later possibly to the City) for any County authorization and the respective County approval will require that the respective non-vested lot or parcel will require water service from the subject water system, a pro-rata share shall be applied to each such non-vested lot or parcel of real property and the Developer shall be reimbursed by the landowner (or representatives of the landowner) prior to the County providing water service to the respective non-vested lot or non-vested parcel of land. It is possible that within the ten (I0) year reimbursement time frame 2 OR: 3518 PG: 1803 16 02 the subject facilities and service area may be transferred by the County to the City by Interlocal Agreement. In that event the County shall make such transfer subject to this Agreement; and this Agreement shall to the greatest extent allowed by law shall be binding on the City during the 10 year reimbursement time frame; and WHEREAS, the applicable payment shall be determined by the future estimated average daily water demand for each non-vested lot or parcel, and shall be paid by the respective non- vested property owners directly to the Developer for the purpose of reimbursement to the Developer for such property's pro-rata hydraulic share of the Capital Improvements paid for by Developer under this Agreement. It is not anticipated that any non-vested lot/parcel will be eligible for water service from the subject utility facilities, but in the event that any non-vested lot(s)/parcel(s) listed in the Chart(which are described in Exhibit "C") should be eligible for and require water from the subject facilities, that parcel must pay to Developer the applicable pro- rata hydraulic share of the improvements in accord with the Chart subject to adjustments determined by the final actual costs; and WHEREAS. no such County approval with regard to any non-vested lot or non-vested parcel of property shall be vested unless and until County staff is convinced that the applicable reimbursement has been received by Developer. The County shall not operate as a collection agent. Although County will administer this Agreement in good faith, the County shall not be liable to Developer or any other individual or entity in the event that any reimbursement(s) is/are not paid to Developer; and WHEREAS, no such application received by County staff after the ten (10) year anniversary of this Agreement shall require any non-vested lot or parcel of land to make any reimbursement to Developer pursuant to this Agreement; and WHEREAS, the amount of reimbursement money to be paid by each respective non- vested property shall be the total future contribution calculated on the basis of $2.53476 per gallon per day average daily water demand (based upon the estimated $173,200). The amounts calculated below are estimated to be 3 OR: 3518 PG: 1804 16C2 Chart —� Arca/Property of the Non- Future Estimated Future Vested T..ots/Parcels Average Daily Contribution for Water Demand Growth Component Calusa Island Village 10,400 gpd $ 26,361 Calusa Island Marina 18,200 gpd ' $ 46,133 Palm Ave. Tract 2,930 gpd $ 7,427 Future County Park 8,000 gpd $ 20,278 Moran Condos (48 units) 28,800 gpd $ 73,001 Totals 68,330 gpd $173,200 Only each above-listed non-vested lot/parcel must pay to the original Developer its respective — pro-rata share of the actual total costs for the subject Capital Improvements in the event that the respective non-vested lot/parcel is to have access for service from these utility facilities. The applicable pro-rata share shall be allocated to the Developer in relation to the original contribution as adjusted by mutual agreement of the parties, as appropriate, to reflect the final actual costs; and WHEREAS, the Developer shall be eligible to be reimbursed its actual expenditures for the specified items, which, as specified in this Agreement, shall not exceed $200,000; and WHEREAS, the entire Developer Site must connect to the County Water Facilities upon completion of the Project, subject to payment to the County of all then applicahle charges related to water meters, tapping charges and other generally applicable charges for such service; and WHEREAS, with regard to these capital improvements,the County shall not impose any water or wastewater impact fees against the Development Site; and WHEREAS, Developer has accepted the terms and conditions in this Agreement as part of the County's review and approval of the Developer's land use petitions. 4 OR: 3518 PG: 1805 WITNESSETH C 2 NOW,THEREFORE,the parties hereto agree as follows: 1. The above WHEREAS Clauses are incorporated herein as if set out herein. 2. The Developer agrees that the County shall design, permit, and construct the Capital Improvements to the Goodland potable water facilities as needed to upgrade the County's existing water system as described above, with the Developer funding the growth portion of said costs, and Developer agrees to connect the Development Site to the County's existing water utility system, at Developer's sole expense and at no cost to the County. 3. Pro-Rata Reimbursement to Developer for Later Physical Access to the Capital Improvements. Representatives regarding each non-vested lot or non- vested parcel of land, if any, that requires water service from these Capital Improvements shall be required to pay its pro-rata reimbursement to the Developer if, within (10) years from the effective date of this Agreement, a representative for one or more below-described lot(s) or parcel(s) of land then requires water service from these Capital Improvements, and at any time within this ten (10) year time frame applies to the County for any permission or approval that will require the respective lot(s) or parcel(s) of land to connect into the Capital Improvements for water service. 4. The potable water service to the lands within the Calusa Island Village ("Development Site") shall be connected to the County's potable water utility system at a connection point approved by the County. 5. Developer shall be allowed thirty (30) days to review and comment upon the reasonableness of the proposed project budget and specifications. 6. Subject to adjustments as specified, the Developer shall make a payment of the estimated amount ($173,200) to the County in exchange for the County providing potable water service at adequate pressure, tire flow, quantity and quality of water for service to the Development Site. Subject to adjustments as specified, this estimated sum of$173,200 shall he paid to the County as follows: 5 OR: 3518 PG: 1806 6C2 a. Eighty-six thousand six hundred dollars ($86,600) shall be delivere to -� staff within thirty (30) days of execution of the Agreement by the Chairman of the Board of County Commissioners; and b. The remaining unpaid balance shall be delivered to staff before any Certificate of Occupancy is issued with regard to the Development Site. If the final, actual-costs are NOT known at that time, the second installment payment shall be $86,600. If the final costs are known at that time and total less than $173,200, Developer shall pay such smaller balance due. if the final actual costs exceed $173,200, the Developer shall pay the remaining balance up to, but not to exceed, a total of both payments of $200,000. if Developer's costs (now estimated) are less than $173,200, the difference shall be reimbursed to Developer within thirty (30) workdays after those actual costs have been finalized. 7. Although the Developer desires that the subject potable water be available to serve the Development Site not later then October 1, 2004, the County cannot make a firm promise to meet that date or meet any other estimated deadline date. However, the County will proceed in good faith to try to provide service to the Development Site as reasonably possible. To the extent that effective service can be provided to the Development Site from the now existing facilities, and subject to priority of vested lots, and notwithstanding completion of the subject capital improvements but subject to the Developer paying the applicable fees to the County as scheduled, Developer shall be allowed to make connections to the subject water system and receive the concurrent applicable Certificates of Occupancy. 8. The Developer will pay all costs associated with installation of water meters and water tapping charges by the County as applicable at the date of connection of the Development Site to the County's potable system. 9. The County and the Developer agree that, to the greatest extent allowed by law, all the terms, covenants and conditions herein contained are and shall be binding upon their respective assigns or other transferee(s) of this Agreement, including, with regard to the County, the City of Marco Island should within the ten (10) 6 OR: 3518 PG: 1807 1602 year reimbursement time frame, this system is sold to or otherwise transferred to the City of Marco Island by Interlocal Agreement. In such event the County will expressly make such Interlocal Agreement subject to this Agreement to be binding on the City to the greatest extent allowed by law. 10. If either party (successor, assign or transferee) desires to give notice or to make any tender to the other party hereto, such notice or such tender must be in writing and shall be deemed delivered when actually received by the other party via hand delivery or by delivery through the United States certified mail, return receipt requested, and addressed to the party for whom it is intended as follows: Collier County Water-Sewer District Attn. Public Utilities Administrator 3301 East Tamiami Trail, Building H Naples, FL. 34112 * * * * * Calusa Island Village 5130 Main Street, Suite 6 New Port Richey, Florida 34652 Copy to: Leo J. Salvatori, Esq. --- 4001 Tamiami Trail North, Suite 330 Naples, Florida 34103 Nothing herein shall be construed to prevent either party from changing above- stated place in Florida to which subsequent notice should thereafter be addressed, but no such notice of change of address shall be valid unless given in accordance with the terms of this paragraph 10. 11. Failure of County or Developer to comply with any provision of this Agreement shall be sufficient basis upon which the other party may terminate this Agreement except to the extent, if any, that such failure or delay(s) have been caused by Act of God, war, strike, fire, flood, weather, lack of supplies, breakdown or shutdown of equipment, failure and capacity of transportation facilities, or any law, rule or regulation, or order or action of any court or agency of instrumentality of any government, or any other cause beyond the control or the party hereto responsible for or charged with such failure or delay. However, the nature of this Agreement requires both parties, and their successors and/or transferees, must administer this 7 OR: 3518 PG: 1808 Agreement in utmost good faith and that termination of this Agreement shall a c 2 last resort remedy. IN WITNESS WHEREOF, the parties hereto, acting under authority of their respective authorized offices, have caused this Agreement to be duly executed as of the day and year first above issued. Calusa Island Village, L.C.,a Florida Limited --. Z Liabi ' y Compare• ,2k,------A ____ ,,,,i( . i,,1 First Witness Robert M. Re-d, II, as Manager � 2 - 4.,.� 0, • 6, jt.. Printed , r ,n.V f�F,irst Wi ess L Air "Il. lritn . '7 '-(- , l• f: P ' - -, (typed) name of 2° Witness ACKNOWLEDGMENT -- STATE OF FLORIDA) COUNTY OF COLLIER) r The foregoing agreement was acknowledged hefore me this _....Et- day of irercrary, 2004,.29 "'by ROBERT M. REED, 1I, as Manager of the '• .-- Island Village, L.C., who is ersonally __...- known to me OR • 1 de as Identification: • •1,,,,;,.,,q, ,.Y:*. LEoJ.SALVATORt Notary Public, State of Flo ida .. :., c''• ,!. MY COMMISSION#CC 987892 My C* ,.,1:':!,i riT�b tuber 28,2004 E -�` � � kr`Public Typed, printed or stamped name of Notary Public • r.- w. , . . vim', • A "I' =7 .- . ; "� BOARD OF COUNTY COMMISSIONERS :I}IV,C�HT °41 Q0-1AClcck OF COLLI OUNTY, FLO IDA 13.,,:l___. . i1, .i •',:..,.•.�► ' , CB y. 40'z-7.-"4i +t, 44•tkle .4'.his.. 6., `S ISO A FIALA, Chairman isfq Lre• Ab:? Approved al tufo , and legal sufficiency: By: . - .._ Thom. C. Palmer, -- 8 OR: 3518 PG: 1809 16C2 Assistant County Attorney 9 OR: 3518 PG: 1810 EXHIBITS FOR CALUSA ISLAND VILLAGE AGREEMENT 16 C 2 Exhibit"A"—Development Site—Calusa Island Village. [Attached] Exhibit"B"—Capital Improvements. [Attached] Exhibit "C"— Legal Descriptions of the Non-Vested Lots (listed in the Chart). [Attached] 10 1 6 C2 �e��oi�o undno):100dI 16.�ii,.6@e willigildp m ice. —x ti— =f/ Yr f I14r, ;�� y .fie aa++.�:sif:�q `•----f ra s i1�� g2 i iii 1 fi 1 q R c3 f 1 a ruulx0 ii '14 i t 3 i it i i it iii S n e 1 , F 1 i �a I ' Utii +4;1 f' 1 4 al,i` � E i1j F • yr r � '- ''1t j til, R d f, l t dfi• -6 _,.„ .4 IL i li i A ! 3 1 .: ,1 ..:, , - y; PI ;. 1111 f. • 11 1 ` 1 i Li le .Sci 5 ig Vii cIV • --- "� _ I t :ifi '717 .1._ : Y.' , Ii \li Li. Q � ;& ;; - a 11 Iii 1. r ! TTT l k `1 as -–,�tii{ i'' s• 1 oJ f ...i . ail 1" 'IlgiiigHli d a .. pilihifli'!h a `] f E I, i `r' 1. 1 { y 3 iei kq I/[ `� Iii i ° ° . 1 1 14 1 i 11 it hil 0t. �; • i`. 10 ted i 1 1 4 °1 a 11 f1 r i a 111 V.L181HX3 rt,,, a , 1b t2-. , 1.5IT•. � • wt ' s. .a rte. n rho t4 ", -• ..-: 0-. ';•••••• f."- `.4. 0 0 \ •e• 1, % til CP 3 o mo LI/ � � b y' ' 19N CI \ V' s i y �• G i � i 'd 3 Q+ 0. .4: .0. .0. ?. (ICtl t CAO e) (..) \ ('A n C� ao 1? 't to * o 0 , M v. �o V. co r to O cit �1.11.. .t M G vlo 55.-:°04' a .<4 .1.,,, '2, \ Vim. N It t .0 S ,,-iyQ � HO t . el p' ¢ M 14 r° n N '� OQ O + G+ , a cx kit '�' ,n s' G '` '" G 0 (5. L • ri t.." V-.1 .h.3 P• "t4 •0 <3 \ G a p of �" d 11 c., ,, t.. -. 0 ,....• ,„. 1?,- .-- -..\-\..-- .-\...\::‘, ,.... 01 11 r1aet r a o o C"1. ,, Ili G- O " nee was R r teO. n . \ 730 9°,..!.. ? 0N G br,p '° EA OG V+ 5. 09 LP -.1 .r.-- ',,.• \••' S i o -;- p 0 0 N W p c rl 7 .,.7., _•.....04:, ..s te 4.11 N D O p p , so_1Q,, ?, .0, n rti\ O 0 o G bps 6v C/' G \ ..1,° /- r �ytQocl Zo_ a [ . EXHIBIT C PAGE 1 OF 14 ..,, l'i, \ ‘,.... t.‘ • .. I . ii • 1. .. . • I .., ,..-, .,. ra. It I ::'• .1 • . . . . I i\ I' i ' .1><..-' .. - .. , . I. . • Y t ..''''...."'''"-• ‘k .1 i• 1 • • , i ,.' ' 1, •11, s......--, .- ."" ....---••,. ..., ,/ .•... . i: 4\ . • , .......... , .. , . .., . . • ,,,,- ' ;,;-:".•;,,:',/,/,'../1.-----•••- CONDO'S.(48 :).-....---- , .....•" : ). , • , • •; 1 .t e., \,../ ‘.1... 1 s ... i . • \\\.,,' 1"'...... . '...----- \\.... . t . ..". • • \ 5 1. . , . .. \ ,-- \ t i . t t •i ' .„. , \ 1• • .'' P:1 1 . ••• ,. ' t tout,pisfACII, . .,. , t , , \ ...... \ .. .. .- ,..-. CA> Fp;1770 ......,.. :LTV• - 4 .• .....), 00 104 ..‘ /..1 ......'. ":" Ii ill 1 '• ' ,•••,,4 ‘,....1.') ....L. '1,.!1 r•Ill rtr-,.,L 4-1 • .•-- `-.,A,,,tv;,,,..,teir-4 ii.V 14,,,IpAr'..9 Ft. r • • --.,. '••••Ci. 1 ' • .. k .; 'I . '",0,„,,,...1......A.: ti .t„,„."-2....../=j il.....Ai. t It t \ At I ,,,, .1 4Cli,ir---'Y ',i , ce, sa tAAP .‘ \ • . .. .. ..,......._• i..4: .. \ ....... , #:-\,, ...,-; . ---r" \\, 4,'f.• .0 '-, MB/6F ::i CA, , . • ,t.--16-4.;.e to -V1, ,.AZI.*. . i I—...—.•—••••••••••••••-.....÷4"....44. ........." ‘. ...'''-••-•, '%,/..://./,":".;<,•,'llifitACNt . . 2.!give ..,. ,::: ,, . , .:.,,,,,-.,..., ,1 . L.. i . ,. ,... a, , ,/, 130, ::::Cie,. I)3"1,..4,‘ 14.44 ,...-Bev , ,7„ . L......„,..„-:_. , I t '," .,. 1.0,1zet,• vo . 44- .--ulikx,R*12,11.241,..ctz.,T.-cili.I.4.1 • ,.,„r•..k...,.:. I. ; 1 ''1,ip. - .-T4ht 4-tyti4seett..:t 9#1,4.:4..**(.". ":3.--;',:: .i..,.i . .,,,,,,, .t1 A kiii. ---w-- WNW AilliIiii I 0 • , •••%e:-.1 A 7d ei ii. 1 .t• to kik et?..e.;•ie•-:::„„...r, ,,..,....., -4 /,,-,,,.: iT-....., :::. •, k.,:-.::-.:,7e7,17_17.17..----_,, ,_ _•• - • - i K)401 L: ; A.,, . ; I, !,',! ''-"•• — -'.. -,74;i4V4?-4r..9Y...i4 it,o.:e .-- "--. . 7..2..f. i 1 CALANA isukta) .-./ i . ..... F .: 1 .,' t t .' • ...e.. .. .,..3, 021:01......„......-1:41,3,i3F! ,,, ._Lf...'111:4„4i Vp %..91/044, .4 -''' .tl. 1,. cAL:LLAA laws" ''.1 .,,,,,.:‘,7..:'k,,,,,'',:.,:.,‘,.::!:::‘,7-..;,,,;!•:,, P::-.1 ‘!.*::: -:i77-71/ . \ '',..,,,-;;;/„.;.;.. Ceit ',.. .,„..edil.•- ;---. -4....-M,k9,.. IrrE5.7_,IErrind!. 1,--v7.; .' a . ,e,....,,,,. ......._m4.._.....31.%' :' . . arz• „,,. , I ` k,‘,. .- , ,.,.2,.„' ,._...‘. ,i, ..a•- Vt..-,,, ,„ „ -4-7. ir•—• -..,(', 4,' . Y. 1 — t t,:iti,. -, '‘,/./ -', /,';,, ,',"; \ rt. MARINA .;1:•,,,. ;:..‘:::?:•:,V,:•• i r . a:•••'' ' -- <';'//' zir,;;;;;// i I ,,„,...•;••,,Is:•••:.•••,...N„,:‘,...;,,,,,,,,,,./,.,; '''N'X';'::,. -,•\\N'S".•••N'-„,./. it. •°Ire ' '/); /4 PMAI AVE. TRACT (PALIIER RANCH r . 44 Z I' • ,,\,,,,,,.\\\,..\-ii.,,,,z, , 4 DEvELopuENT) 0 , ... 1 .......7-:',:... . .!:., . .. .. . ‘' ... (• ,---. , ' -, --‘. FUTURE API( 1 , ., ...._p_.. ‘...__... _ •_,__ ...•'" I .. . ,... .. • •... 0 z.....! ._. I ,. . .„...., C C 'MEMO MY: PELMET Kw NO Engem F.I.F. 2002.02i / 4 FL. 34,1111 PhonatneZZlimegie2114-20011 NON-VESTED MAIN SY 1 cm PIPIE: LE: .1 • .. y .,. a LOTS ...- IIIIIIIIM111111110111 Authorization No.1772 ti_Aa 2 • • :••.Y t:,,vs;.,:w-.... . '.: c .< _ .,.. EXHIBIT . C "; PAGE 2 aF x." ) �'r�� /T ��1. 1 ' .1�y",-,,;,, .,.,,..•;.--...-43,...° t It ,�.yf J ' • i. .... .. -.-� 14 . y : , PrIVOV II 16C204,,!cs z."14.' ., I., Ceti.a(Reel Estate fiervieao C ?AM�".LIQ COMUM Dan Teo Delbert.,CceParettre 32W S,V1,�ftd,i Ws :, DOC Mittel,Raids 11121 • iNT_._- � .ii 000 .66 1 '*313 IrSOM=R482, rads this ate. day of ?thruary ., A-00, 1111, •�'rr,•. Matueen ONLivliA La2.fia 6 tiOVEATAtirt MM., a !'tot,ida. ooipOratior, haririnafter referral to as the *arCntot' and fiAfitT1115 VS tcU 1 r t' ;a a rlori?a cmneral ritrluerci.ip. where salitlta@ address Li P.O. ees m s2 f f•1.1 83:10, Mo,+ler•, r:.oride )2141 heEetnstter referred to as the ash► '°branteew. s rhe , • Igli&iJDFl�9 That the sei4 arentor. Ras and in oonaideratio!I of the num R of Ten Dollars (040. 3t ) lied other good and valuable • conoideratioss, to it in hand paid by the said Grantee, the Cn i A en co litac.e,ipt ata: sufficiency whereof is hereby acknowledged, has 1 1 3 rn ,resold, bnrgainedr sold and cenveyed to the said Grantee, its 1.~ �ascconeorm and aaaignea forever, the following deaeribed land 'P 14aituate, lying end being in the County of Collier and State of �' • W r:-orida, to-wits � Asn (sec ICX14!BIT "A" ATTACHED it'RETO ASO r SY Rs^iL5t6&C& MADS A PAST Rehear) 0 IP iP This deed ire executed subject to the following terma and k 11....1A conditional t iorte s Imo-+ .s W5'. 1. The t3rantee shall be reaponeible for the ad valorem Lac+aa and all r,srxsscaentsr if say, imposed upon the reel property 1-peginr.±- c with the 1988 taz year. " ' 1. The Groontee takes thr property subject to all easements, • ' • sorting and oi•.l:et restrictions and reservation, of record. 1 :he said Grantor does hereby fully warrant the title to said t; s . l-.nd, end will defend the easy against the lawful claiss of all Y reone wbo,:seever. g" i " '1 TO TA.tTR AVII YQ BOLD the premise:, herein granted unto the E' k :i crenteu, its auceeaeors and assigns in feet simple forever. Reeeivnd c_j 1/e _ acg!a npeurnantary Stamp Tax RcteiveQ$ Class"G"!sewn,!bta Peg criat Prorony'tet CCLLf Eft UNTY CLERK 3P c STS i?w.0,. - "'.s-77-•-w•r•r•!Tho•'3•.+f* ?,:!s`:G"nx,Teprt.',..'•ry!,•n!*S.00?e'p[.• j`, .'!!y!►,;t7 . .. ....d.-:•s:. . II POOR QUALITY ORIGINAL II . EXHIBIT C PAGE 3 OF 14 J.., la's"" +t +.i+Sec+ .' rc• ..._•.e • _, i- , :. > jam. , 4;ti, - - . t. Mal 'JQ'Ig t3 Mtldlr_OFF-tea Orantat has caueed these ctesenta to :1 ho signed in its name by Lte authorised officers mild its • :e cot- -n r seal to Do a.tfixed the day y and year above written. igned, enetid and d;.!iverad DtMOI& E;.ARD 4 IIIIMMFAU? COM'. '11 '-`'e pram:. cv of . i , t1Y t . a i o. OR r. ��( 4,61_ rteeiaant A'Ex'EEiT i A' ^'7—':rte:, :-.... ._. • Corporate Seorstery,t. [ , :. f V. OMS Oa ri.ORIDA r` ea. CDViMI O9 DADS j Aa, 1 QSRES7 CRR1'IAY that on this 2gth day of Yelsruary f.AO.D., 1915, before me pereonally appeared EARLS D. CORTRIGB'F, JR.110' and RICSSGLf R. GAROXS, President and Corporate i,ccretary, , respectively, of D!LTORA LAND i I1IVS3TNSNT CORP., a Ylorida �s cI corporation, to me known to to the per.:ane who signed the .� >rosegoia4 instrument as such officers and acknowledged the �� execution thereof to be their free iota and deeds an such pn officers for the purposes therein mentioned end thet they affixed ' thereto the official coal of said corporation, and that the acid ai '� " + instrument in the act and deed of mad corporation. WITti83S ay signature and official seal at Miami, in the iCounty of lade and State of Florida, the day sed yepr last I I . aforesaid. OD .. . • .._• .:� Notary Public, [t tate ot• P.Xotida• ' • • — Mit,N.ktC tfiln a nt.IT01 My comma/lesion aspirant a•CCPCUfai fu,,,tt,ftft resort!rev cuful!ft.M. ;r:': ."tTy o II POOR QUALITY ORIGINAL. • . _E-XH I-B-I T C• ... . .. • • >:.° .,z. ' "•�,..;•' PAGE 4 O F 1 R itettr 1 6 (#' . ti . J • Local OIit � • 4 ; wa.i._g �SaaS .v itil fit Pith • ' 1► pascal of land, Lying .a and bein,l art ea' the pkat of MARCO ' . a 13Rfi',il 'U$iT avow, aocn0in9 to the pat thereat as ceaord.d in ' (Qat tack C, Pa q.ta 117 thrgagn 115 of the lublia Rsoorde of (1.Lee Cot tty, Florida, end pact at the pc.at-of iAACO enc OMIT .1 Sr!ERTY, soaaruing to the plat thereof as rector-dad in Flat aooh E- - I aagvo .(A-A through 10-A of the UubIle Records e! Coiner 4 County, IIlcrtda. beings Bore tarticularly described ee follow., 8ffii2TE' at the northeast aarnor of Relation 24, tuanehip 52 South, Rangy 25 Se?�t, Collie: County. liorida, said cnrher being on the r /tactilely o.Yaiati••ruaid East.rl platof sioresoid effso bou dacoh Unit 3C3 2Q X42 na :� g y p }, r r te• a �i:eto;:r;a 512.11 feet; thanes Having aatd fatherly plot bounva y 83' 33'44.~ a distance-of 641.30 feat to en intersactlon t ►loth, the uu ,t- trly plat 'kioundecy af'aeid Unit aictsea; thence 61ong raid Southerly plat boundary run 11811'20'27'W a distance of 13.11 200t1 thence leaving said Southerly plat boundary run '" t40S°42'41°r! a dietanro of 403,93 fest; thenen S27'22'45.8 a . diatanca of 1.5.67 fast; thence a32•12'50'11a distance of 24.L0 Y feat; L%cance_ 349.53'021E a distance of 25,10 feat; thence Q Natra4'11"a a distance of 16.65 teat; thence B54.09'21'S a }Cy :` 2istanca of 19.54 feat; thence 839'01'14•z a distance of 24.51 ... fant; thence &'.3`48'41.6 a distance of 104.98 feat thence ;' H83`!0'4.'Ij a dLatarce of 139.48 feet; thence b705"a:'20'W •a C.,0distt;nca 'of 907.73 febtf tbanoe^B87°01!44•St a distance of 27.85 fset; thence 'S80'2'2'30•I4 a distance' of 7.9.90 Caret; thence `' _ ►"'°`' 881'44'08°W a distaRae of 27.00 feet; thence 2I84'54'L0`vi a • c '� diatanca of 33.20 feet; thence N74.42'S8'W a diatanda of 30.86 'MS feat; tbonce '493'1Z'a8•F4 a dietanaa- of 32.30 Esau thence 1474'411 27"14 a dist/nci of 37.41 feat; thence t477°20'07•W a C"3 distaxe+a of 37.95 fast= thence N67°3l'S3'W a dletarcce of 52.09 • • c }gets thanes ('463'37'15'[4 a distance of 35.56 fast; thence , kM53.43'34"14 a distance of 30,56 'Peat; thence M43'00119'W a00Siatance of 14.8 -feet; thence t234'31'548W a diatanca of 149',60 • f...s font to an intefaection 44th the 'Southerly Right of day Z4ns of 4� State Road -t;o. 92-A (100' wide Right of Way) as shown an nteresaid plat of Nalco Beach Unit Twanty; thence run the E ;. following ..courses along said Toutheriy Right of Way Line, ; ~85.03'63': a diatanca of 185.86 feet to a point of curvature of a circular curve, '-concave to the Ractheaet and having a radius of 365.31 facet/ thence Southeatteriy along the arc of said curve throuh a central angle of 43.34'30• an arc distance of 280.11 fiat to the paint of tangency; thence 958.37'04.6 a distance of 170.97 fast to the Easterly plat boundary at aforesaid Warta Beach Unit Sixteen, said plat boundary also being the Easterly • • line of Section 13 of aforesaid Tc:vnship' 52 South, Range 26 ° 2actr Collier County, Florida; thence 605'20'IVS along said 8setnrly pleat boundary and section line a distance of 1293.57 • toot to the Point of srgitning. • Containing 15.02 acres, Hare or late. •,!ss7. rY:• 10 pn [ t.R 4. .J1r '''. 1Akfruc c,r.f3,cairn A 1/40 I POOR QUALITY ORIGINAL • EXHIBIT C 16C2 PAGE 5 OF 14 2711140 01: 1741 PG; 0074 urns fa emu no=of 0Sallt OEM VI 11/It/2Na it N:5I*Math 1. , mimosas SIC NI 1f.M 5975.11 This prepared by o Lls. w•M DAVID C. BOURGEAU litl!fila i iiRMtT SWAMis BOURGEAU, P.A. HQ 0 2375 Tamii Trail S., Suite 308 Naples, Florida 34103 Property Appraisers Parcel Yderitification Number: 1f 77.,79 t'b WARRANTY DEED THIS WARRANTY DEED made this 31st day of October , 2000, by vo G90DLA D. INC. . a Florida coryQrat#on., hereinafter called the w w Grantor, to *LEER R RANCH. L.LS". . an Illinoig Lia4ted Liability Company . whose post office address is 655 Center Road, Frankfurt, IL 60423, hereinafter called the Grantee: ace NITNESSBTII: That the Grantor, for and in consideration of the G� cum of $10.00 and other valuable considerations, receipt whereof is - - hereby acknowledged, hereby grants, bargains, aells, aliens, ruses, releases, conveys and confirms unto the Grantee all that 01.) certain land aituate in Collier County, State of Florida, viz: SOB EXHIBIT "Au ATTACHED HERRN AND INCORPORATED HEREIN Subject to zoning, building code and other reatrictions imposed by governmental authority, outstanding oil, gaa and mineral interests of record, if any, reatrictions and easements common to the subdiviaion, and ad valorem real property taxes accruing aubsequent to December 31, 1999. TOGETHER, with all tenements, hereditaments and appurtenances thereto belonging or in anywiae appertaining. TO HAVE AND TO HOLD, the same in fse simple forever. AND the Grantor hereby cavenanta with said Grantee that the Grantors is lawfully seized of aaid land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the came against the lawful claims of all persona whomsoever; and that said land is free of all encumbrances, except taxes accruing aubsequent to. December 31, 1999. 1"V POOR QUALITY ORIGINAL • EXHIBIT CC ,) PAGE 1 6 O F 14 J. 6 , . ...... 4.... OR 2741 PG: 0875 IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. 4,ir, ,• in .the P,,=elle of: N A A..! `r1 GOODLAND, INC. , lig,ese *1 - Si-,. =to re a Florida corotoratiort, ,d ) ( I - erei44 8Y: r• /, •'‘ w Witness 411 - Prin'. Name J.B. `Curcie, as its President _s•_.iliT_l "t'ir: In.O, Box 126 't. igna ,re Gcodland.Jlorida 34140 Poet Office Address 4L p Witness *2 - Printed Aire (Corporate Seal) - _ vcsw STATE OP PL¢R1DA COMITY OP COLLIER b The fa 4-1 31 dayforegoing was acknowledged before me this , 2000, by '1.E. Curcie, as President li....i i of GOODLA1ID, INC_, a Florida corporation, who is spnally kn cc, to me or who has produced "�"" ' " as 1 as identification. Net4y pi blit Signature &"---"---W/1 R. . .e0100✓04-;IJ Notary Public Printed Name My cosmdssion expires: (seal) AllW y PM$ 41011I ar DMnmeIaClfiMCb 11 POOR OUALITY ORIGINAL J...:. : 1 .5e2 • . EXHIBIT c PAGE 7 OF 14 (Th vossaurnmummiiiMININIIMENIMIONI t** OR 2741 PG: 0876 ttt EXHIBIT t' - To all that certain reed praptrry situate,lying and being in the county of Collier,State ofFlorins,described asfo hne; - w ao The upland portion()fa parcel of laud lying in Tract 2,of Block"Y", C,OODLAND ISLES,as recorded in Plat Book 6,Page 7,Public Records of • Collier County,Florida. Beginning at the Southeast comer of Lot 24,GOODLAND ISLES,FIRST ADDITION,as recorded in Plat Book 8,Page 1,of the Public Records of Collier C,otmty,Florida;Thence South 16 degrees 06'1 T'West 64.00 feet to the point of curvature of a circular curve concave to the Northwest having a radius d50.00 fee4 Thence along the arc of said curve to the tight for a dish of 2321 feet tbru a central awe of 26 degoses 35'421;Thence South 15 der ees•44'47"East 27.88 feet Thence South 16 degrees 06'17" 'Nest 94.03 feet;Thenee•South 55 degrees 38123'•'East 216.47 feet;Thence North 16 degrees 06'1 77'East 295A3 feet to the point of curvature of a circular curve concave to the Southwest having a radius of 100.00 feet; Thence along the arc of said curve to the left fora distance of 181.41 feet that a angle of 104 degrees 00100"i Thence North 87 degrees 53'43" West 11728 feet;Thence South 02 degrees 06'17"West 35.00 feet to the • Place of Beginning. • POOR QUALITY ORIGINAL ........... i 6 c : , N� _, EXHIBIT C . - ._ PAGE- 8 OF 14 ••1... .. .. .. .'. . . afirlbk Of. NeSfe, llttarday ' seannono .. era . • :7-- 915 ;Rath Collier Ilyd. 102B 0014$5 ,.... Move Island, FL 331137 ..., RittellMrwilhoms/tbt OR BOOK PARE. • iii ter M. Sora:oty - "'•" 945 Central krone ballet 1J1SW11etstater!Stat+Las • Reples, Ft 139411-6194 aexty 1$ Casa t'litawseta • halm Ap.aoMea tweed 1/a.s1arion MUtkwarfal f1i 1a*sWi ltLitCO Yat IKIM. b[CIF LilfXR'f ineaa[rf a ss- • t D.C. , . enraISIO tier rem taneaus am mar ilada WO Wit IS NIS r , VW 3u enitwa, int* nir. taut £ sr April . 4ZL IF 42, • ZghD2t11 Lawreab:e s.fiterallr of tin:Comte td" .Gttie&faeof Ohl. .party eldef flaKaad *urea*/loran, tac. el alba Omer of Coll ter ,of de lisle al Florida abut psi al*Mama it p a dio The tarp at avail and Irides., M State 10. 92. Soodisod,FL mu party reds stead FOIE Os 11 e � Ten laanili�flat fltr ofd pat of tta Spat pelt fry and in eoosaisalfes of a s sus o' '" -:($ )-...---_... --------------team w L5 r, ti 1 m is lard paid iy tae mat purls orals wtttdl pari,agile*ialaarorner is kaei..v fid Cam s- _� M prasead,berades4 olb.al It the bald past atge tend poi,Its Pa bad arks:rksl:fine r.de _ la 7; j Mouten deserabudlsad4saw*Biagi es pease,of Collier ,.typal Florida a j As described On alta attacked Exhibit"At • COG The property deswibad is Exhibit A . IS commercial property. 'K 1."-11 Mk C.. ii Itre2ndiag ell aviation mai alataiargs.l load right■of which Oraatat is idiot. CM i rj i Rrul fibs.nig par!y yf the Glnt purl itts ker.bir jidf}monad MI vial ie amid fad.WINO d;pmd es `. Lia ouzo edified ait ok eat fedipeeress etlattpxxr. • 3u Vitagfili tEriterter.1St oaf pare f orale fiAmensbsipsrt As a et kis hood . I ant red Lie dap Enid etorfarst aeon writhe sedqw�lecenld d�af eprefaceal: t,...... ...a. ✓ & nt B„ .at, t "c."� B. r � e' .v ram KW Saadotty,os 44.170 t . f y L e*F Me tam.....r...e...6.`�.Yw obi. � �-,,; ' 1B..w71.. B..1.41 B.,. w..... .a.-0.- onX..vMd a ria.Mika kirrAluw ammo"Ohio 1ihereof wrsras.ewr+kl.isorta.iummena.e.y. .t emigreOp{f_r•P�IY, 1 Le s4.l.l.s.read.,«aw bake *tm.elikpenpealy mired !x..renrw r... N.urnbr L ;as.vui.nseebeprei•+..n__.hso*kdk koMmbw neeaWlia hinge*thelnaresA+.lk+dmmiedfilhin.YL1.. ,� nrautzdalavo te,elall nl:Mopswfti..•a. erav_dlJeM .r nth state Jw-+ rofImmo...LaiP_irlarr'r T:Per:•i. ...gterSatel3�C.ilnert ..'.beer n .ed thaw e"kall:'SXk,e+wlWpm r---- ootAr�, db+YRra ""`-3 WfIrrWaward aktAT Arealy ..Cho*anB01116•IISIONCIIKOMB LR D - *or -. .... tatil._ lnti.4.9r •• i a! Walt MYCatimescalivtrem.ismLicosOI - pliaiseiligalagaibagt4,giata,;.y!.a%+Tu.—TC‘;��,..: �,..T:,, ;= ....... POOR QUALITY ORIGINAL 1 • •• . . . . . I b L 2 • .. . . EXHIBIT C "One, PAGE 9 OF 14 ,, 7w ' t.. .ter LC1IBIT 'A" Aa indiiide4 am half UI/I1 interest in a»4 to the toilcrling Cs dumbed �rrapatty: Al _.. . r es he hal ne.e0 Cwt et Yra.t:'c',wed mini env 5152512.121. m ta.t44faar at eta Sip at ps.t as mammoth*is Ohl Path O. Pimps UP ar4►1.2i iheiaeiw1.. the Piddle ia_r a'a1 welter ' Centai.dap tit*Ult.mars or Same. ant] Aft undivided cite hail (1/21 interest In end to the iellpvLng described property. d root im tosrfap l).tweshtp 10 inwth. Rein■ii slat. __ a 0aoasiea a twoetad.parr at teats csavarpil tt lama1 na C A tee.Usi is 0a era*32 at tai M. pt Contee • Mile awards RA ......Pares!of het lying an the tarn elle u aae.aW t.., Itwd ii. !1 t*a atlen i3.leN.dlp U Idstt.dupe$ tri ✓ut.hslep f pest et the aeeei.lea is eaadsari CO with Met seiner Awerw eeaea in 0•11.teeR u*Lima i ..... PcI of the plans taasus at ca4lI.r aaarareatste Ser es phial is dramas*as easiret t"[:7 has ate eases to amsaaeet 140 a seta sap arrNM Chs 141 pastae•saselw aures an tat woe tido an raid!railer .. 0 U.Via W.21•2142.W. shot hitt wadi assn tea 4401.11 meet am■•••sesta sesame...ftp a baiaa.e!la raw awasfweir r[54i-it•war lira tR tufa hese ere.!p;!hence mains at tra INC tray same lot il.01 hat to t Mitt an its.asiatilas 0:7 at fella mit dram sun ii.IVO:.ur a.seers age tater' rra lfae far$114.11 het toe Naas tap la the phimeat la • �i said emeeetlt•rr ethosaaatieme as tam same aloha ILU.N Leat at-past 11.0 fast same K the nest aaa at a tat i. attain%Pea tela as ash Meta toads tires at.a.t*•WU. 1 W.tea 160 fhb to m peLw at an tis rtherly Whist-ei-wt , Una of said stets liana Ifs. Sia thaws no A.WOW if. Mmol said siphaaa4.sp lbw he LSO fuss to tae MAIL at .aaptaadap. tiro s$4 pans et apIu imeneatlaw i.. 07.45• .s.shag ash eigheruhwaf 1W lac 7MA.1i t,t •i . thaw*Spa S.trawls,W. tar CS!Gat ea•eenetaa mea.ovst adh a eases asp hind ea tis.ssa.Av Use et roil poael axet.y a by east racwrda!:a nae.alt ' ii at Nte mile hissn humeri an eke miss meth ted 121.25 Nast to amebae.(Li.aa;reetat well false emetinem as tag dam aft tea ter 17.45 Poets ureas ran A.'MOW P. !monad wits.old elghs.af..y Use et Itata had 111. 55 tae 310.1*teals ti.taes can 4 aa'irt1.C. bar III fort a as ata palet at beaiaatea aa amid atm*pees steht•itwar ;la....esieleleg 1.03 arias. • • its eaesteetlr ilia of tea aaraaeshoee dherited mewl sees 1111 q.a veleta el Nerows al.ef o Pee...tit a<till laaerina Sa asastiesi tailed Caadiand Nur. 1.ssrt a Smestsea ss tw lash.+is the described patrol as aelatier hernia sew' esti of Sasq.lae eligweeet. Ail hearlaps meedlmaases wt.taeM4 art tae Las nude*Wart row tune lietdteite atstaw dashed hos i.C.was f msadstla dump tris.puasttee.Peroses IV prsttl^t tisefesw. is+ t. `a�t, 7n • zPOCIL ''.ajt'fi'tltsper!• •,s` e.svir.,A i 7 rel 1. S/ . 1 . P • ' POOR QUALITY ORIGINAL , / ts.; ?....)00 EXHIBIT C PAGE 10 OF 14 .... • ..,• MrreaAMra+tRa rr. oa,es.-444 N. Meaty 3ttarnep liff 8 00163? s>Vitra!Collier 8lyd. OR BOOR PARt. E " 16$1%4►island, Ft MU for desistiloraaas *Mir 9.1orvketr "ft. 4t3 Central Ain. embed stlpdetos Stroh To Uiplei.ft 3948-6291 I Rt+.ctr.n f am C 1°u+9t11e ; emir aarnbewnd l4a anita+WWWI4ar4trWa C --•f'email CI h•IT i!.r to mini*LA Ni>eO r +1, , Asbestine, Oa&a Ibis attb dap of AprSl . A.D. lag] . P-:. aebarib Lynn Rowen Ilsley :=:, crikCnwiR$ Rol 1ler .ieaiadsaseE' Florida ,Peat/ erdieftritPartend Menu Karla, Tae. .; ddfsie Cents of Col 1 lar ,islet Abair of Florida ,ohm post greasddrissir p C) Ir da Ili tarsi it Gopolaed Bridge.1200 State Rd. 9r, Soadlarld, FL 31131 MO 4 party of Alaearraapars. •• ft map > dyr said prtt Y et dot Ant part.lir sad in ca as K<tie awry sf C.a." `frn ant 00/103-----lit* DOT ^"'._Dears CSa � !; a bee eh trod pelt by the avid port y V*.mend sort rie raeefpt alfwwaf 4 Wet acssadwfsai L.... Isat Est baraninat and eeSi So lir said pally of At wood paint its iris ragh .de 7D S I /*Wee deterieat 104 Woods.sod istagiloaa coo*of Collier ,Moe t r Florida be6'] es described ea atsaehed Exhibit°A' the property described in Exhibit °A' ,; t is coieoerciei property. [�.7 O ' Rub}act be asaeateota.teaext*tieia iota reetrtt:tLsata of senora and real astita ri ... i tarry far Ma Vett 1943 and arbagarac rani. pa Irt:Itrdlrlg 1L riparian and sabasrfrd Lost Tights of WW1.Grantor ix as1sm4. Cs , P. • 'f': "II"IIlie ail pert y 9f!los Pee pot de as tardy JW red r mi !i7le!fide to Enid laid milt aid tR¢ra! ' I` sitPMrobot Owdistihto e*es of meaeaeir .. Blend. Rila tafipart y al as fuel part is s haunts set her load • I wad teat dlt day taco poor Jfrws show 4T4SEa . Sherd,tarred aid - . is the promo ofi f 4' a �;lLt,yon Dotes - / naplrsr FL itAl fYZ Sw, rare a.,. PUP Fn. • LHr.04ae.+1.1.-4..w+.Y.0 R,.r..ztar.. . r impar_ri.,1ea _...A 1limb,drabthat=ihlsayM1edaaea;aadM*dutti.41 t.d C4VMTos!Goober ea w.urtetawUmituto airodadirpoica icroandlysporsiti ceLdrao.l"�s a _-- .. �.�.._._._-_-. --#anal wLantsourgart__.k-a11;d Aft ii°raet+tof a,ri rmio4,[testrnmol,Owidm l•dgedl,ie.rr, et_rb,.e.. re,dddrr.nsurAisdduwila!OMNI6rvC_•t'U.itruaM,lllwirrvfaastpfam...:Aa.er.d'--Are.:K1+1'-r I ax.OrmikarAatawtau ----"-"t ti leanail D•aalawlwil,#malar th.10..,ly 0404.tYLM.+...lia,W ' t ""f &ad M.T3 1pr4-- . .Alt lan. ?.C.,#,..e.d.'-____. . I i • :" _.. RM�" - :`� POOR OUALITY ORIGINAL M1ry� • ..yam• Yti •y��,: �M•',t•, n . • • 16c2EXHIBIT C .._. .._ .• , PAGE 11 OF 14 r�r-f t.tides - • • 12311B1T �?h • Ada uatMividod 011 hale (lit interest la and to rho following • •da.crib*d paroptty.• 73 110 UItq ef.�.ys 360.(02 .oc .ex�•.M Meson vias ssvnerSLM. - ak i.t.t 13!OM 110 Luaruw,N Panto Pe1111e0101 100aarana,btf. f‘, • 41..17,rlsetda. • taataLaf,g 1.02 awn, site.r lana. • and ill %badividod osis bait (1121 Lykeraat in and to tte foiiowiag described property. _. relswi is Minims 12,10 `m all.It Seers•Mars to 1;11. •wised as .t•lr at at Nada ownsow1 bl Seat - bNw415 1a at Soo at es at Wa, galls foray' (21 7Nbr Satame. 701 a tat at pstasl at lar Spsmg M UI earl slab et sista a W CD Mad Me.01 it tissue*17.taoaatla 12!Magi.%sass AS am,mesa!•pent at Mier lasts semyts1 fb eamadeads s 40 that sett.la Owl wgat•ad a 0.11.0$04 to as toads PO at Ui pWbs novo:00 asthac 4aaty,salsa Mar 1.l rat.,1 Lt AeeebDM as tallaa., I. feta Lis sr mamma with a hasp VW naritag asp 4J-t Sera-uNe1a rearm M/5a bran ilea•r 1031 1•at2a0 23,ata a.111•1717'S.atoair said seat Um tar 815.7* Hat Le■aa1anb AapKaat eil5 a Wags He ell Lao•pstlatly s10h-o1.-try Ilse el kite last ss.ala lung tastisue to w rare erre tar 12,22 ire 4r•patei an She£51547Use - el malt resat leen*sit a.11.11.0$ 1.aloft Sewn.salSewn. ,%. Has 005 def.15 bast W•kite WO ie its rissoles in I r' tate rsrfaallri Mame es.11tra w tat pow tesrea 1117.75 int to a past$0.21 IOW salt at Uus sacs nae of a Wage Mina nae Ian or aid Stile ee1well rt e thane P. Oils•1!• e Lot$0t Leer sea Naini an w ewe.alp rLth-. ear ( .• 01=0Has.11.sfi Sena Asst 5o.SIP Hosea erns 01/441080°x. N.) Meng said riol.tvbwy Us.1st lea hat as ala palest al -.140111.14044 00011 raoe sol past at iso, la w.04L ,a ss' Fria••*•M.algae maid 2/400404-007 stns far 310.12 testi Genie its a.11e111l7•X.Las 0.10 0.51 w•swersta almanass sits s*sae asp farce s.tet salwarly Liss se 101.7 bmraa1 artapd it Owe smiled la 0.a,Wok _. 22 se paw 201,theta 5011.555 ea tea lass assess fir - 125.70 fest u sumo Ills Fantasia tower thanes sw.tleea a ala Mese norm for 17.52 teat.Moor no x. t7"4t•aa•i. watle7 with mall Bent-c.-tory/lea a!*w51 read PO.72 Oa 11$.11 tats suss na p. 51'11'11.2. tar lot tela is els p.Laa et rp$i baa w said atata sold riabrof-vey wtaat50y Cal aeras. • ,••1.+r seetasrip the at We llataisaWw faa.r5lyd paasat roam La the.•stay a!nates abet ar rasa.melon am vela 255.4ls* 14 t4aatpM1 ulIat 4..15404 amp.in awe a lacattar as U. 1*elNe fa tea iaasd44 pssast■e a5111i05 01,4111•ala- W1$of wassat.r*Usia m1.. >. go M to is•t.aa anu...a aro tat ems rssritp teat �• Was air twad4Y7a Lyses.derived Was a.1.Haase L 01000140 115f1U7 iitawalatits sntiaa•es,r1.041t CraVarsas. Arid ail of rho entice parcel deeoribod as follows• s a • 05 a?Wet 57 a s ease nes at atsetan 17, z vu lar ////11*.d*, sow as diet. C ALtat*wain ri•sila,it Sa 4Li•V 1117,/is., Saba Sha a5attrsst basalt ibsri0ti camas t4 Or 1*'W Y 701.75 5541 to a piaci !berm it 4!s 20 41"V 107.17 ties sa•velar shears 10 10 15'7a"V 1011.2e Raaf to •petals Howe K 1) 111 b1.0 4:17.11 taxa ea•paten tilts it Via 3q' 30 V 1110.04 kit as 1 reit; neCr $15se..'as 0v 181.114•S ea a p•att La 0M 11.1eri1at Mt sessa 01111 Eesca..r 1t Wear reed--twat Paid L4.513 tato.1i at 10' 15"A aloes sea'wad las at.ata word 110.01 feet t4 a parse OS faas..30e or tap was ei a esita••aateal Voss eta./1 811.M.4 5 to 56' 7r V 100.0!WI 1p a 1114113 as Ila ntn4st$f 4Lasc•ai-tray■t Lett nam ie b.lat ii astise111 at tae Laub iambi i•uetibad 40' pas ad brise swans lay•0 1552 eararata ccatui ,a tick•Vona asp. yr.001040 01 .duo eaaetovea h 20 !0'•V 11.0 fast is•ean0sta 110001004ti slat a bnaa sap au aka von at cesaltad i leaner etstenu- pa'is 11+,11 to 40' i6'1 ALSO time ss a Asks: tbasee a e1a•1t' 10"s o br.P's parallel as aka aestlptr tiptioit-bar et sad reed 140.0 Leat .1.t t' x m ratite swami a 1 00' sW S 14..0 Tata to a pedal an she � tstelsrlr tai/Lt• l.ha .at sepal rsls Itsarsl ea ltatca aea01 tbYae a 110 is' 100 alta►seta oortbarly rLahk•at•esy mwdary Wit teas Lm gala/a!sotteril op. yd esnsaLndits 0.112 0040+4/ mei se 1000• POOR QUALITY ORIGINAL Page: 003-005 EXHIBIT C PAGE 12 OF 14 16 C2 IMAGE01 : FL-04-3874-2 02/20/2004 11:00: 11am Page 1 of 3 2924999 OR: 2972 PG: 2967 PROJECT: Dolphin CovalGoodiand 1109911 la amaii MIN et MID 011Wi1,It FOLIO: 46372960201 11/31111/12 it 11.1411 rasa I. MLR,Ciel rats 1101111.11 et m ts.M 111%.11 11111.11 OVIn 2.11 Mr WARRANTY DEED fillIV 11llt lw M11RtC1 THIS WARRANTY DEED Is made this \L4 . day of 341.0A*4 2002. by DOLPHIN COVE DEVELOPMENT OF GOODLAND, INC., a Florida corporation, whose post office address is P.O. Box 158,Marco Island, Florida. 34148(hereinafter referred to as'GranW').to COWER COUNTY,a political subdivision of the State of Florida, its successors and assigns,whose post office address is 3301 Tamiami Tran East,Naples,Florida,34112(hereinafter referred to as"Grantee. (Wherever used herein the terms'Grantor end'Grantee include all the parties to this instrument and their respective heirs, legal representatiwas, successors end assigns.) WITNESSETH: That Cu Grantor, for and in consideration of the sum of Ten Dollars ($10.00) end other valuable consideration, receipt whereof is hereby C) acknowledged, hereby grants, bargains, sells, alone,remises, releases,conveys and Pa confirms unto the Grantee,all that certain land situate in Collier County,Ronda,to wit LJI See Attached Exhibit'A'which Is Incorporated herein by reference. CO Subiect to real estate taxes for the current year and thereafter, 'a easements,restrictions,and reservations of record. 4'7 . THIS IS NOT HOMESTEAD PROPERTY +--' ca 11u 1 .F+ TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or In anywise appettaining. TOGETHER with all rights or permits to bold docks or rights to leases of submerged lands or leases to submerged lands that ease from,relate to,refer to or are connected in any way with Grantor's properly or plans to develop the property and all other popery rights arising from,relating to or connected In any way with the property and plans to develop the property. TO HAVE AND TO HOLD the same in tee simple!waver. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple:that the Grantor has good tight and lawful authority to sal and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said Land is free of all encumbrances except as noted above. SN WITNESS WHEREOF.the said Grantor has signed and sealed these presents the day and year first above written. ` DOLPHIN COVE DEVELOPMENT OF GOODLAND,INC.,a Florida Witness: (3. , •) oorporatlort 1 Name: . .l . _ G-e2i.4: ((h..-- e (h.-- r ' BY;Nicafe Oink,President P.O.Box 158 s',4772.717' Marco Island,Florida 34146 P+in Type) ma cowirev Acs ACCIPT60 WI T11f MAIM Oi OMIT!Ca1MQfuMIS. C MMM ct�a'parrTt t ens. POOR QUALIFY ORIGINAL Lt3: G/ GV/ GVV'i 111i1G. At . Vu AAA ay . w.....�.... Page: 004-005 EXHIBIT C PAGE 13 OF 14 1 6 C2 IMAGE01 : FL-04-3874-2 02/20/2004 11:00:11am Page 2 of 3 OR: 2991 PG: 2968 STATE OF COUNTY OF C.flir The foregoing Warranty Deed was acknowledged before me this ii day of y , 2002, by NICOLE G€N€C. President, on behalf Development of Goodland,Inc.,a Florida corporation, reonapy known to me o� who has produced as identilicn (affix notarial seal) ( re of Notary Public) • ,r, ,°amine i (PAM name of Notary Public) •t:1„ awraw.atam NOTARY PUBLIC r. SQstaYCorrrmisalon I;if any My Commission Expires: 0 47as a 7 as : srif+ctarcr w Irma Asststast Cacti cxa b va 1 POOR QUALITY ORIGINAL Page: 005-005 EXHIBIT C PAGE 14 OF 14 TMAGE01 : FL-04-3874-2 02/20/2004 11:00:11am Page 3 of 3 1 6 1:2J **t OR: 2972 PO: 2969 ** UHI81T"A" A parcel of land being a portion of Tract 1,a shown on but nota prat of the Plat of Goodland Wes Second Addition,es recorded in Flat Book 8,Page 19, of the Public Records of Collier County, Florida, more particularly described as follows: Beginning at the southeasterly coiner of Lot 33,Block F of said Ooodland Isles Second Addition;thence S 15.11'20"E 390.48 feet;thence 8 72°15' se 19" E 128.00 feet* thence 8 13' 50' 44" E 180.00 fat to the southerly see boundary line of said Tact 1;thence 28.70 feet along the arc of a circular se curve concave to the northwtatt,radius of 100.00 feet,chord bearing N 51' CZ, x 23' 18"g 28.60 feet;thence N 43'10'00"E 250.00 feat;thence N 12'20' 20" E 381.83 feet; thence 87.47 feet along the arc of a circular curve coocare to the southwest, raditli of 50.00 feet, chord bearing N 37' 46' sir 41.5"W 76.74 feet;thence N 87°53'43"W 66.88 feat;thence €62.41 feet along the arc of a circular curve concave to the southeast,radius of 1365,08 —cx> feet,chord bearing S 88.41' 47"W 152.31 feet;thence S 85' 17' 17" W d 201.52 feet;thence N 18'12'43"W 87.42 feet to the southerly right-of-way `°� line of Palm Avenue; thence 8 85' 17' 17"W 10.28.feet;theme S 74.49' 12"W 60.08 feet to the northeast corner of said Lot 33,Black F;thence S 11.12'43"E 96.75 feet to the southeast coma of said Lot 33,Block F and N the Place ofbcginnuing. rn se Parcel contains 5.22 acres,me or less. se se Bearings are based on those shown in Plat Book 8, Page 19 of the Public Records of Collier County,Florida. • POOR QUALITY ORIGINAL w Collier County 10-Year Water Supply Facilities Work Plan Potable Water Bulk Services Agreement between CCWSD and the City of Marco Island Notice of Termination Appendix D Ne. Lity of Marco Island gs, i C9nd - September 26, 2018 VIA EMAIL AND CERTIFIED MAIL DELIVERY EMAIL: maryjobrock@Colliergov.net Leo E. Ochs, Jr. County Manager Collier County 3299 Tamiami Trail East. Suite 202 Naples, FL 34112 Subject: Potable Water Bulk Services Agreement between the Collier County Water- Sewer District and the City of Marco Island. Notice of Termination Dear Mr. Ochs, This letter is in reference to the Potable Water Bulk Services Agreement between the Collier County Water-Sewer District and the City of Marco Island (copy attached hereto), signed and approved by the Collier County Board of County Commissioners on Tuesday, May 9, 2006, Agenda Item #16C8. Section 9.2 of the Agreement stipulates the City's right to terminate the Agreement with one year's advance written notice. This letter is to provide the County with the City of Marco Island's intent to terminate the Agreement effective September 26, 2019, or shortly thereafter pending the completion of construction of City infrastructure to serve the Marco Shores community. Further, the City intends to sell the impact fees previously paid to the County for the treatment capacity stipulated in the Agreement. Please let me know if there are any County requirements for the sale of the impact fee credits previously purchased by the City. Please feel free to call me. if you have any questions. Si cerel 0. Jeffrey E. . t General Manager, Water and Sewer Department City of Marco Island C: Justin Martin, Manager of Engineering and Operations, City of Marco Island Scott Herinksson, NWTP Chief Operator, City of Marco Island Guillermo Polanco. Interim City Manager, City of Marco Island Debi Mueller, Controller. City of Marco Island 50 Bald Eagle Dr., Marco Island, Florida 34145 Tel: (239) 389-5000 www,.cityofinarcuisland.com COM Snitithq. cdmsmith.com 20D t FRIDAY,NOVEMHER 16,2018 1 NAPLES DAILY NEWS Pubic Notices NOTICE OF PUBLIC HEARING Notice is hereby given that the Collier County Planning Commission, sitting as the local Planning Agency and ' the Environmental Advisory Council. will hold a-public meeting on December 6. 2018, commencing at 9:80 A.M. in the Board of County Commissioners Chamber.Third Floor,County Government Center, 3299 Tamiami Trail East,Naples,FL. The purpose of the hearng is to consider: A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS PROPOSING AMENDMENT TO THE COLLIER COUNTY GROWTH MANAGEMENT PLAN. ORDINANCE 89-05, AS AMENDED, SPECIFICALLY AMENDING THE POTABLE WATER SUBELEMENT OF THE PUBLIC FACILITIES ELEMENT TO AMEND POLICY 1.7 TO REFERENCE THE UPDATED TEN YEAR WATER SUPPLY FACILITIES WORK PLAN. AND FURTHERMORE DIRECTING TRANSMITTAL OF THE AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY. IP1.20160002552] All interested parties are invited to appear and be heard.Copies of the proposed RESOLUTION 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 GMD Zoning Division, Comprehensive Planning Section. Written comments filed with the Clerk to the Board's Office prior to December 6,2018,will be read and considered at the public hearing. Any person who decides to appeal any decision of the Collier County Planning Commission will need a record of the proceedings pertaining thereto arid 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 based. If you are a person with a disability who needs any accommodation 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 intheBoard of County Co+nrniesianers Office. Mark P.Strain,Chairman Collier County Planning Commission November 16.2015 No.2160700