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CCPC Agenda 04/04/2019 GMPA Agenda Item#9.A.2 COLLIER COUNTY GROWTH MANAGEMENT PLAN AMENDMENT S Ct, inahmiN ice POTABLE WATER SUB-ELEMENT OF THE PUBLIC FACILITIES ELEMENT (ADOPTION HEARING) Petitions: PL20180002552-CPSP-2018-6 CCPC: APRIL 4, 2019 [Continued from March 21, 2019] BCC: MAY 14, 2019 TABLE OF CONTENTS CCPC — 2018/2019 GMP In-House Amendment (Adoption Hearing) PL20180002552/CPSP-2018-6 CCPC April 4, 2019 [Continued from: March 21, 2019] 1) TAB: Adoption Staff Report DOCUMENT: CCPC Staff Report w/attachment Summary of Changes 2) TAB: Adoption Ordinance DOCUMENT: Adoption Ordinance with Exhibit "A"Text changes only 3) TAB: Project/Petition DOCUMENT: Ten Year Water Supply Facilities PL20180002552/CPSP-2018-6 Work Plan Update February 2019 "strike through.and underline" & "clean" versions 4) TAB: Transmittal Executive Summary DOCUMENT: BCC Ex. Summary 5) TAB: Transmittal Staff Report DOCUMENT: CCPC Staff Report 6) TAB: Transmittal Attachment "A" DOCUMENT: CCPC inclusion 7) TAB: Transmittal Attachment "B" DOCUMENT: SFWMD Comments 8) TAB: Transmittal Resolution DOCUMENT: Transmittal Resolution w/Exhibit "A" Text changes only 9) TAB: Legal Advertisements DOCUMENT: CCPC Advertisement Agenda Item #9.A.2 Cot aler County STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION (CCPC) FROM: COMPREHENSIVE PLANNING SECTION, ZONING DIVISION, GROWTH MANAGEMENT DEPARTMENT HEARING DATE: April 4, 2019 [Continued from March 21, 2019] RE: Petition PL20180002552/CPSP-2018-6, Ten-Year Water Supply Facilities Work Plan, Growth Management Plan Amendment. (ADOPTION 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 (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 shown below. 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. 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 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.2 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 February 2019, 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 hcrcto incorporated herein by reference. STAFF ANALYSIS: As indicated in Policy 1.7 of the 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 Work 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. CCPC ACTION -TRANSMITTAL: On December 6, 2018, the CCPC held it's advertised public hearing on this GMP Amendment.The CCPC voted unanimously (6-0)to recommend the Board of County Commissioners (BCC) approve this petition for transmittal to the Department of Economic Opportunity (DEO) subject to a number of recommendations to revise the plan. The Public Utilities Department subsequently revised the Work Plan to reflect the CCPC's recommendations and to address informal review comments received from the South Florida Water Management District (SFWMD) on December 14, 2018. They prepared a list of comments and questions received from the CCPC and identified four action items at the bottom of the list, which documented the requested revisions, and provided this document to the BCC as Attachment A to Agenda Item 17A at the January 8, 2019, public hearing. They also included as Attachment B email correspondence with the SFWMD documenting the pending revisions to be made pursuant to their comments. DCC ACTION -TRANSMITTAL: On January 8, 2019, the BCC held it's advertised public hearing on this GMP Amendment. The BCC approved this petition on Summary Agenda 5-0. The BCC agenda packet included Attachments A and B, which documented pending revisions to the Work Plan pursuant to CCPC and SFWMD comments, as described above and provided herewith. REVIEW AGENCY COMMENT LETTERS After review of the Transmitted amendment within each reviewing agency's authorized scope of review, the DEO, as well as the Florida Department of Environmental Protection (DEP), Florida Fish and Wildlife Conservation Commission, South Florida Water Management District(SFWMD), and Florida Department of Transportation (FDOT) District 1, rendered their comment letters indicating "no comment" or "no adverse impacts found". Florida Department of Agriculture and Consumer Services/Florida Forest Service, Florida Department of State/Bureau of Historic Preservation, South Florida Regional Planning Council (SWFRPC) did not respond. 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.2 The Comments Letters received were included within materials provided to the CCPC. LEGAL CONSIDERATIONS: This staff report has been reviewed and approved by the Office of the County Attorney. ADOPTION Within the CCPC materials provided is an Ordinance with Exhibit "A" text for the petition; this exhibit reflects the text as approved by the Board for Transmittal, with the exception of a revision to the date of the plan, which reflects the final date on the referenced Work Plan. The attached updated Work Plan has incorporated revisions requested by the CCPC at their December 6, 2018 meeting, revisions requested by the SFWMD via email on December 14, 2018; and minor edits made by staff. All of which were approved by the Board at the January 8, 2019 transmittal hearing. All changes to the original Work Plan presented to CCPC on December 6, 2018, can be viewed in the strike-through / underline version and are summarized in the "Summary of Changes" included in the CCPC packet materials. Color-coded highlights are provided in the strike-through/underline version to identify revisions made pursuant to CPC (green) and SFWMD (yellow) comments. 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 (adopt) the GMPA and the referenced Ten-Year Water Supply Facilities Work Plan, and to transmit to the Florida Department of Economic Opportunity. PL20180002552/CPSP-2018-6 3 Ten-Year Water Supply Facilities Work Plan—Potable Water Sub element of the Public Facilities Element Prepared By: Date: 3_ 5 /7 Sue Faulkner, Principal Planner Comprehensive Planning Section, Zoning Division Reviewed By: t / _ Date: David Weeks, AICP, Growth Management Manager Comprehensive Planning Section, Zoning Division Reviewed By: Date: � ' s_11`11 Michael Bosi,AICP, Director Zoning Division Approved By: Date: " James French Department Head Growth Management Department Petition Number: PL20180002552/CPSP-2018-6 Staff Report for March 21, 2019 CCPC meeting — (continued to April 4, 2019 CCPC meeting) NOTE: This petition has been scheduled for the April 23, BCC meeting. Continued to May 14, 2019 4 10-YEAR WATER SUPPLY FACILITIES WORK PLAN UPDATE SUMMARY OF CHANGES — February 2019 Executive Summary • Edits made to reflect the clarifications, corrections, changes, additions, and deletions in each of the sections in the 10-Year Water Supply Facility Work Plan Update Cover • Minor changes; remove the word "Draft" and change effective date of document Table of Contents • Minor corrections to page numbers for changes to content of document • Addition of Appendix E—2018 Collier County Annual Update and Inventory Report List of Acronyms • Minor corrections and additions Section 1— Introduction • Minor clarifications and corrections Section 2—Water Service Areas • Minor clarifications and corrections • Changes to the CCWSD Service Area Map to appropriately reflect potable water supply service to Marco Shores at the request of the Collier County Planning Commission and South Florida Water Management District staff Section 3— Population and Demand Projections • Major rewrite at the request of the Collier County Planning Commission to be consistent with 2018 Annual Update and Inventory Report • Deletions, corrections, and changes made to Tables • Addition of Appendix E—2018 Collier County Annual Update and Inventory Report Section 4— Existing Water Supply Facilities • Minor clarifications and corrections • Corrections made to Tables containing individual well information at the request of South Florida Water Management District staff • Rewrite of the Collier County Reclaimed Water Facilities description Section 5— Planned Water Supply Facilities • Minor clarifications and corrections Summary of Changes to 10-Year Water Supply Facilities Work Plan Update; Page 1 of 2 Section 6— Facilities Capacity Analysis • Minor clarifications and corrections • Corrections made to Tables at the request of the Collier County Planning Commission to be consistent with the 2018 Annual Update and Inventory Report Section 7—Conservation Regulations and Practices • Minor clarifications and corrections • Water loss discussion and conservation practices rewrite at the request of the Collier County Planning Commission and South Florida Water Management District Staff Section 8—Capital Improvements Projects • Minor clarifications and corrections • Changes to the CCWSD Capital Improvement Projects Table to reflect water supply capacity projects (only) and to be consistent with the Capital Improvement Projects listed in the 2018 Annual Update and Inventory Report Summary of Changes to 10-Year Water Supply Facilities Work Plan Update; Page 2 of 2 ORDINANCE NO. 19- AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 89-05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA, 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, DIRECTING TRANSMITTAL OF THE ADOPTION AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY, AND FURTHERMORE PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE. [PL201800025521 WHEREAS, Collier County, pursuant to Section 163.3161, et. seq., Florida Statutes, the Community Planning Act, formerly the Florida Local Government Comprehensive Planning and Land Development Regulation Act, 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 has prepared plan amendments to the Potable Water Subelement of the Public Facilities Element; and WHEREAS, Collier County transmitted the Growth Management Plan amendment to the Department of Economic Opportunity for preliminary review on January 8, 2019, after public hearings before the Collier County Planning Commission and the Board of County Commissioners; and WHEREAS, the Department of Economic Opportunity and various State agencies have reviewed the amendment to the Growth Management Plan and transmitted their comments, if any, in writing to Collier County within the time provided by law; and WHEREAS, Collier County has 180 days from receipt of the Comments Report from the Department of Economic Opportunity to adopt, adopt with changes or not adopt the proposed amendments to the Growth Management Plan; and [18-CMP-01043/1465146/11145 3/12/19 Page 1 of 3 WHEREAS, Collier County has gathered and considered additional information, data and analysis supporting adoption of these amendments, including the following: the Collier County Staff Report, the document described as the Collier County Growth Management Plan Amendment, and other documents, testimony and information presented and made a part of the record at the public hearings of the Collier County Planning Commission held on April 4, 2019, and the Collier County Board of County Commissioners held on May 14, 2019; and WHEREAS, all applicable substantive and procedural requirements of law have been met. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: ADOPTION OF AMENDMENTS TO THE GROWTH MANAGEMENT PLAN. The Board of County Commissioners hereby adopts these amendments to the Potable Water Subelement of the Public Facilities Element in accordance with Section 163.3184, Florida Statutes. The amendment is attached hereto as Exhibit"A" and incorporated herein by reference. SECTION TWO: SEVERABILITY. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE. The effective date of this plan amendment, if the amendment is not timely challenged, shall be 31 days after the state land planning agency notifies the local government that the plan amendment package is complete. If timely challenged, this amendment shall become effective on the date the state land planning agency or the Administration Commission enters a final order determining this adopted amendment to be in compliance. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. If a final order of noncompliance is issued by the Administration Commission, this amendment may nevertheless be made effective by adoption of a resolution affirming its effective status, a copy of which resolution shall be sent to the state land planning agency. [18-CMP-01043/1465146/1]145 3/12/19 Page 2 of 3 PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this day of 2019. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER COUNTY, FLORIDA BY: Deputy Clerk William L. McDaniel, Jr., Chairman Approved as to form and legality: AL3fia/i9 Scott A. Stone Assistant County Attorney Attachment: Exhibit A—Text Amendment 118-CMP-01043/1465146/1145 3/12/19 Page 3 of 3 00 d 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 OctoberFebruary 2019, 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 incorporated herein by reference. Words underlined are added; words strusk-thfougkt are deletions. *** *** *** *** are a break in text .� DRAFT WORK PLAN Collier County 10-Year Water Supply Facilities Work Plan Update NovcmbcrFebruary 20189 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 2-23 2.2.4 City of Marco Island Water and Sewer Service Areas 2-63 2.2.5 Immokalee Water and Sewer District(IWSD) 2-63 2.2.6 Ave Maria Utility Company,LLLP(AMUC) 2-64 2.2.7 Independent Districts 2-74 2.2.7.1 Lee Cypress Water and Sewer Co-op,Inc 2-24 2.2.7.2 Port of the Islands Community Improvement District 2-74 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) 3-3Z 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 4-9g 4.1.3 Reclaimed Water Facilities 4-4412 4.1.3.1 Water Reclamation Facilities 4-44J2 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 SmM1th 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 --a 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) Smith 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 Appendix E 2018 Collier County Annual Update and Inventory Report List of Figures Figure 2-1 Water District Boundaries of Collier County 2-46 Figure 2-2 CCWSD Potable/Reclaimed Water Composite Map 2-56 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 4-1411 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- 3 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 Tab'- '--nicr County Peak Season Population Estimates and Projcctions 3 1 Table 3--&L,Population and Demand Projections for the CCWSD Service Area 3-42 Table 3 3 Projected Population and Demand for Areas Scrvcd by CCWSD 3 2 Table 342 Population and Demand Projections for the Ards Served by IWSD Service Area3-2 Table 3 5 Project Population and Demand for Areas Served by IWSD 3 2 Table 3-6 Population and Demand Projections for thAr us Served by AMUC Service Area3-3Z, 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 Callth PW/6295/231366/03/01 Table of Contents Table 4-4 Existing South Hawthorn RO Wellfield Summary 4-7 Table 4-5 Existing Orange Tree Wellfield Summary 4-8 Table 4-6 Summary of Existing CCWSD Water Treatment Facilities 4-9$ Table 4-7 Summary of Existing CCWSD Water Storage Facilities 4-49 Table 4-8 Summary of Existing Water Reclamation Facilities 4-412 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 Facilities 5-11 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 Csmith PW/6295/231366/03/01 e 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 Bl BLS Below Land Surface CCCPD Collier County Comprehensive Planning DepartmentDivision 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 GMD Growth Management Department GMP Growth Management Plan gpcd Gallons per Capita per Day gpd Gallons per Day HPRO High-Pressure Reverse Osmosis HZ1LEIZi A Hawthorn Zone 1 Aquifer IE Ion Exchange IWSD Immokalee Water and Sewer District IQ Irrigation Quality LDC Land Development Code LH!L I 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 cSmith v PW/6295/231366/03/01 Table of Contents MF Membrane Filtration MG Million Gallons 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 PCUR Per Capita Use Rate PUD Public Utilities DivisionDepartment 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/W",` Water-Table Aquifer WTP Water Treatment Plant vi CSPmith 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_Update and amendments to the Growth Management Plan(GMP). Under the requirement of the Florida Statutes,the 10-Year Water Supply Facilities Work Plan Update (Plan Update 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 Update to be included in its city's comprehensive plan. This 10 Year Water Supply Facilities WorkThis 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. Csmith ES-1 PW/6295/231366/03/01 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 Update. Where information gaps existed,information on the existing and planned facilities was gathered from various sources including the SFWMD LWCWSP updatcUpdate,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 Update,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 Capacity(MGM In LWCWSP North County Regional Water Treatment Online 12.00 N/A Plant(NCRWTPZ MF NCRWTP LPRO Online 8.00 N/A Souti C oount/Regional Water Treatment Online 12.00 N/A Plea[(SCRWTPL LS SCRWTP LPRO Online 20.00 N/A OTUC WTPOrange Tree Water Treatment Online 0.75 N/A Plant(OTWTP) Northeast Regional Water Treatment 2027 1.25 Yes Plant(NERWTP),Phase 1 LPROOLPRO-' NERWTP Phase 1 Ion Eschango Exchange2 2027 3.75 Yes2 Total - 57.75 - NCWRFNorth County Water Rec a _; '_,. Online 24.10 N/A Facility(NCWRF) SCWRFSouth County Water Reclamation Online 16.00 N/A Facility(SCWRF) NCWRF Expo FISiefF 2-3 550 Northeast Water Reclamation Facility 20262023 4.00 Yes LNEWRFI Phase 1 Total - 584844.10 - 1 Information taken from the Collier County 2014 Master Plan Update and the 2018 AUIR. 4 Per the LWCWSP,the completion date for the NERWTP is 2033. ES-2 Smith PW/6295/231366/03/01 Executive Summary C@ Facility Name Year Online Design Treatment Project Identified Capacity(MGD) In LWCWSP 4"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 Wastewater Master Plan Updates,the Collier County 2018 Draft-Annual Update and Inventory Report(AUIR)on public utiliticsfor Public Utilities,and the Collier County Water-Sewer District Fiscal Year 2017-2027 Capital Improvement Plan.The 2018 AUIR and the Fiscal Year 2017-2027 Capital Improvement Plan were approved by the Collier County Board of County Commissioners on November 13.2018. 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 plant capacity throughout the 2028 planning horizon. 2013 2018 2023 2028 Demand Per Capita(gpcd) 150 150 150 150 Required Treatment Capacity @ 150 gpcd 292824.40 36.2130.47 10.7534.48 /15.1338.37 (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 22.7227.60 16.5422.28 32 0018.27 12.6219.38 Raw Water Requirement(MGD)3 35.7229.76 41.1837.17 19.72/12.06 88,8846.81 Permitted Amount(MGD Annual Average)4'5 55.53 56.18 56.18 56.18 Permitted Surplus(Deficit)(MGD)6 19.8125.77 12.0019.01 6-.4714.12 1.139.37 1The 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 requirementWater 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 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 Smith ES-3 PW/6295/231366/03/01 Executive Summary• 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. Table ES-3 Summary of Existing and Planned IWSD Water Treatment Facilities1 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 2.3-500 N/A RO WTP 20202026 2.585u Yes Total - 8.3410 - IWSD WRF Online 2.50 Yes IWSD WRF Expansion 3 3.00 Yes Total - 5.50 - 'Information on the existing and planned water treatment facilities was taken from the 2017 lmmokalee Water and Sewer District Public Facilities Report and the 2017 LWCWSP. Table ES-4.Water Capacity Analysis for IWSD 2013 2018 2023 2028 Service AreoPermanent 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 1.2405 1.2405 1.2405 1.3405 Facility Capacity Surplus(Deficit)(MGD)' 3.89 3.67 3.53 5.85 Raw Water Requirement(MGD)4 2 081.79 2.3503 2.5417 2.7436 Permitted Amount(MGD Annual Average)5 4.15 4.15 4.15 4.15 Permitted Surplus(Deficit)(MGD)6 2.9-736 1.802.12 1.6498 1.4479 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. 'Calculated by subtracting Annual Average Daily Demand from Available Facility Capacity. 4 Raw water-cquircmcntWater 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. ES-4 Smith PW/6295/231366/03/01 Executive Summary 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 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 Facilities' 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 - 1 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 PopulationPopulation6 2,924 5,803 9,065 12,713 Demand Per Capita(gpcd) 4181 9481 9481 9481 Annual Average Daily Demand(MGD) 0.2-724 0.5347 0.8273 1.4603 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 0.7376 0.4753 0.4827 2.3447 Raw Water Requirement(MGD)3 02428 0.6455 0.4787 1.3-722 Permitted Amount(MGD Annual Average)4 1.16 1.16 1.16 1.16 Permitted Surplus(Deficit)(MGD)5 0.8-558 0.1;461 0.4929 (0.2406) '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 watcr rcquircmcntWater 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. 5 Calculated by subtracting the Raw Water Requirement from the Permitted Amount. 6 Population estimates/protections provided by AMUC;2013 population is an interpolated value SmithC ES-5 PW/6295/231366/03/O1 Executive Summary• 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 makemeet 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. ES-6 CNN 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 Update and amendments to the Growth Management Plan (GMP). Under the requirement of the Florida Statutes,the 10-Year Water Supply Facilities Work Plan Update (Plan Update) 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. Smith 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 utiliticsfor Public Utilities was adopted by Ordinance 12 42 by the Collier County Board of County Commissioners in December 2017on November 13, 2018 as Agenda Item 9.B.The document is referred to as the 2018 AU1R 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 and was approved by the Collier County Board of County Commissioners on November 13, 2018 under Resolution 2018-208. • 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.govJwater/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. 1-2 CDM PW/6295/231366/03/01 Section 10, Introduction ■ 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 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 t titilirtie ■ Section 8 summarizes the capital improvement plan for each of the utilities. CSmith 1-3 PW/6295/231366/03/01 Section 1• Introduction This page intentionally left blank. 1-4 With PW/6295/231366/03/O1 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 Orange Tree Utility Company(OTUC)was taken over by the CCWSD on March 1,2017.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 2011.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 Smith 2-1 PW/6295/231366/03/01 Section 2• Water Service Areas 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. 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 interconnectionsThe CCWSD maintains an interconnection with Marco Shores by which CCWSD supplies potable water on a bulk basis,CCWSD also.The City of Marco Island has provided written notification to CCWSD that the Potable Water Bulk Services Water Agreement will be terminated on or around September 26,2019. [Letter from City of Marco Island to the County attached as Appendix D] The CCWSD 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 Smith PW/6295/231366/03/O1 Section 2 Water Service Areas 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. 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. Smith 2-3 PW/6295/231366/03/01 Section 2• Water Service Areas 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. 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. 2-4 CSmith PW/6295/231366/03/01 n I I 0604 03 02 01 06 05 04 03 02 01 06 05 04 03 05 82 04 09 10 1112 07 06 09 10 11 12 07 08 09 10 07pig, 18 17 16 15 14 13 16 17 16 15 14 13 10 17 16 15 29 13 20 / \ 21 22 23 24 19 20 21 22 23 24 19 20 21 22 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 35 31 32 33 34 36 31 32 33 34 35 36 31 32 33 34 45 06 05 04 03 02 01 06 05 04 03 01 06 05 04 03 02 01 06 - 75 07 06 09 10 1 11 12 07 OB 09 10 ,1 12 07 OB 09 10 11 +2 07 08 09 10 18 17 t6 15 14 13 18 17 16 15 14 13 18 ,7 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 GI 29 28 27 (26 25 30 29 28 27 26 25 27 26 25 30 28 27 6 .. 31 32 33 34 N 35 36 31 32 33 34 35 34 35 36 31 • 33 34 03 02 01 06 05 04 03 02 01 03 02 01 06 .. 04 03 OS 86 05 01 .._ --- 08 29 10 11 12 07 08 09 10 11 12 10 1+ 12 07 .: 09 10 08 09'. 3d ti' 12 • 08 09 M 11 12 07 17 16 15 14 13 1- 17 16 15 14 13 18 17 16 15 14 13 19 17 16 15 14 1 15 14 13 1• :58 20 I 2, 221 23 24 1 20 21 22 23 24 15 —-n ___,.... 2,4 D 24 19 20 21 22 23 24 19 20 21 22 23 24 19 •. 21 22 29 ?2 26 25 30 29 28 27 26 25 30 29 26 27 26 25....30 28 27 ' n 2. 25 29 28 27 26 25 30 29 n - t 33 t 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 34 32 33 ?" 35 36 3/ 32 33 34 35 36 31 32 33 04` 03 02 1 01 06 05 ;04 03 02 01 06 05 04 03 02 01 08 05 04 03 02 01 06 05 04 03 02 01 06 .• 04 '03 09 10 1+ 1 12 07 i 08 i 09 10 { 11 12 07 08 09 10 11 12 07 08 09 10 11 12 07 08 09 10 11 12 07 08 09 10 18 ' 17 I 16 15 14 13 18 17 16 ,5 14 13 18 17 16 16 14 13 18 17 t6 15 14 13 18 17 16 15 51 19 1 20 t.21 22 73 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 0 I , 4 In 26` 27 26 25 30 29 28 27 26 25 30 29 26 27 26 25 30 29 20 27 26 25 30 29 28 27 3/ 72 i 23 36 36 31 32 33 34 35 36 31 32 33 34 35 36 , 31 32 33 34 35 36 31 32 33 34 z �® 93 ,........ 06 05, 04/m f 02 01 06 05 04 03 02 01 06 OS 61 03 02 01 06 05 64 03 02 01 06 05 04 03 12 07 08 09 10 11 12 07 08 09 10 11 12 07 08 09 10 11 12 07 08 09 10 11 12 07 00 09 10 18 17 16 15 i 14 13 iB 17 10 15 14 13 18 17 16 15 14 13 18 17 16 15 14 13 18 17 16 15 ceJ 24 ,._18 20 21 32` 33 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 . 26 25 30 29 28 27, 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 27 34 35 36 31 32 33 34'.. 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 02 01 06 05 04 03... 02 01 06 05 04 03 02 01 06 05 04 03 02 01 06 05 04 03 02 01 06 05 04 03 07 08 09 10 11 ,2 07 08 09 10 11 12 07 08 09 10 11 12 07 08 09 10 11 12 07 08 09 '10 17 16 15 14 13 16. 17 16 15 14 13 18 17 16 15 14 13 18 17 16 16 14 13 16 17 16 15 20 21 4� 22 23 24 19 20 21 22 23 24 9 20 21 22 23 24 IS 20 21 22 23 24 19 20 21 22 26 O il 25 30 29 28 27 26 '.. 25 30 29 28 n 26 25 1 30 22 28 27 26 25 30 29 26 27 ki' 35 36 31 32 33 34 35 31W 31 32 33 34 35 36 31 32 33.... 34 35 36 31 32 33 02 06 05 04 03 02 01 .. 05 r 03 02 01 06 06 04 03 O2 01 05 00 03 Ol 12 W. 05 09 10 11 12 07 OB 10 t1 12 07 08 O9 10 ,1 12 / 08 09 Ilitill 18 17 16 15 14 13 18 17 16 15 ; 14 13 18 17 16 15 14 13 18 17 16 90 24 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 28 26 25 29 28 27 26 25 3 29 28 27 26 30 29 28 34 35 36 31 32 33 34 35 • 31 32 33 Legend 01 O6 05 04 03 02 01 06 55 04 Ave Maria Chokoloskee Municipal os °9 07 Service Taxing Unit 08 09 9 + 12 07 08 09 Big Cypress (Everglades15 City) • `NOTE:The Matte.,. �'Strea is served 13 18 +7 +6 16 Everglades City port of the Islands by the GCSWD as.- of a bulk water - - 22 Immokalee WSD 41 Community Improvement `:;'•n 2.2.4. 24 ,9 20 z, District illi Cit of Marco Island a s 3029 at Collier County NOTE:The CCWSD anticipates serving the - ^ BigCypress StewardshipDistrict,pending33 32 Water/Sewer District yP 11111 City of Naples negotiation of an interlocal agreement. -- FIGURE 2-1 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A WATER SEWER DISTRICT BOUNDARIES OF COLLIER COUNTY o , il s 4 Smith Miles Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-1/15/2019 16" BONITA BEACH RD -+•. 41 12" OP ..Illi_as 1� 846 - $ - 1' ` N 18 858 16" 1 n'0 2" 12" 24"_ _ 24" ( A li IN Rin ` ` IMMOKALEE RD 51111I1111. N A `z 1 � NR '2" &il IMRE ,i.' rill0 N 1111 NJ F 91 0 o 0 0 93 • -I.� m CD(___4771 L- m 1 1 " 12"30' io J 0 16"_ 84 •;3 20" (NI 76,, • io • 12"2," co -I flf 41#1111 .......... N�•. 1111 6" 72.. 72,T 951 -9'�iq4T A--\.] 'N 41 92 Legend /\/ Potable Water Main (>= 12") /\/ IQ Water Main (>= 12") FIGURE 2-2 L. N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A CCWSD POTABLE/RECLAIMED WATER SYSTEM COMPOSITE MAP CDM 0 1 2 3 4 Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 2 Water Service Areas 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 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 CSmith 2-7 PW/6295/231366/03/01 Section 2• Water Service Areas PWS ID System Name 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. 2-8 CDM PW/6295/231366/03/01 Section 3 Population and Demand Projections • • - - - - ' ' - . • .. .. o In the following sub-sections. population and demand projections for the 10-year planning period are historical population growth,presented in 5-year increments for each of the three major public water supply utilities serving unincorporated Collier County Comprehensive Planning Department(CCCPD) forecasts,information from water use permits,and information.Demand is provided as Annual Average Daily Demand (AADD).AADD is the projected population multiplied by the individual water supply utilities,such as Master Plans.adopted Level of Service Standard (LOSS) or the Per Capita Use Rate (PCUR) in the absence of an adopted LOSS. 3.1 Collier County Water-Sewer District (CCWSD) Table 3-1 shows population and demand projections for the CCWSD service area.Population projections through 2028 arc included in the following sub sectionsare taken from the 2018 AUIR and represent the population on October 1 of the given calendar year.which is the beginning of the subsequent fiscal year.Projections include the populations in the former service areas of the Orange Tree Utility Company and the Florida Governmental Utility Authority,which were acquired by the CCWSD in March 2017 and March 2018 respectively. 3.1 Countywide Projections .. . . .. . . . . this plan. The population projections arc for peak season,which is one key basis for planning and sizing of facilities. Also,in September 2018,the Board of County Commissioners approved Resolution No. 2018- 151 expanding the CCWSD's service area to include all unincorporated areas of the county not lying within service areas granted to third parties by the Water and Sewer Regulatory Authority or as otherwise excepted by the special act that created the CCWSD.The jurisdictional boundary of the CCWSD shown in Figure 2-1 encompasses an area of high growth potential within the Rural Lands Stewardship Area known as the Northeast Service Area(NESA).The population projections in Table 3-1 include anticipated growth associated with four large developments planned in the NESA.One of these.the Town of Rural Lands West,is in the Big Cypress Stewardship District,which has the right to form its own utility,but Collier County has engaged in negotiations with the developer to provide water,wastewater, and irrigation quality water services.Population projections for the town are included in anticipation of a future interlocal agreement. Refer to the 2018 AUIR in Appendix E for further information about the population projections for the CCWSD. Per Policy 1.5 of the Capital Improvement Element of the Collier County Growth Management Plan(as of Ordinance No.2017-21 adopted June 13,2017).the adopted Level of Service Standard (LOSS) for the County potable water system is 150 gallons per capita per day(gpcd). All concurrency planning is based on this LOSS despite the PCUR averaging about 140 gpcd Smith 3-1 PW/6295/231366/03/O1 Section 3•Population and Demand Projections over the past 11 years,based on local water data and population estimates (129 gpcd per Table B-2 of the LWCWSP). As explained in the 2018 AUIR(Appendix E),the CCWSD evaluates required treatment capacity based upon the maximum three-day average daily demand.which is calculated using a peaking factor of 1.3,as established by the Board approved 2014 Water,Wastewater, Irrigation Quality Water and Bulk Potable Water Master Plan/CIP Plan.The max.TDADD is presented in Table 3-1 along with the AADD. Countywide 300,096 /139,656 482,088 519,120 Year Water Supply Facilities Work Plan,as well as the incorporated cities of Naples,Marco Island and Everglades City. -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. �^ - - • - - - - - - -- • • • - - • - - - - - : Table 3-1.Population and Demand Projections for the CCWSD Service Area 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 , .• ■ Table 3 2 shows the projected populations for the existing CCWSD service area. The populations arc 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 2011. - - P ak Served Arca Population(Seasonal?4 195,207 241,422 271,671 300,8, }Estimates and projections arc taken from the 2018 AUIR. }Peak season population is provided by the Collier County Growth Management Department;it is based on the medium BE-BR population times 1.2. 4-Starting in 2014,p ak season population includes the OTUC population. 3-2 CSI1rlNlth PW/6295/231366/03/01 Section 3*Population and Demand Projections The adopted Level of Service Standard(LOSS)for the CCWSD is 150 gallons per capita per day . . -- .9 ! . . . . - - -- - •--. - - • • • • . ••••cd by CCWSD,in 5 year increments,through 2028: Capacity at 150 gpcd is a metric used by Collier County in its Annual Update and Inventory ' . . . •. . -- - . - ---. . . . - • .! - ! - Peak Service Arcv Population(SeasonalP 195,207 241,422 271,671 300,835 Demand Per Capita(gpcd) 150 150 158 150 Required Treatment Capacity @ 150 gpcd(MGD) 29.28 '6.21 /10.75 45.13 }Estimates and projections are taken from the 2018 AUIR. the medium BEBR population times 1.2. existing IWSD service area. The population is shown in 5 year increments,through 2028. Year 2013 2018 2023 2028 Served Area Population's 22,747 25,717 27,G1G 29,348 111111.111111111 IIIIII 11111 11111 . _ ,A. ei . - = - = = - = - - . ' e . 0 3.2 Immokalee Water and a per capita water demand standard of 75 gpcd. Based on the LOSS of 75 gpcd and theSewer District (IWSD) Table 3-2 shows population projections presented in Table 3 1,the and demand projections for the IWSD service area.Population projections were developed.provided by the IWSD for years 2013, 2016,2020. 2025,and 2030,and the below population data for years 2018,2023, and 2028 were interpolated from that data.Table B-2 of the LWCWSP indicates a PCUR of 85 gpcd,and CUP No. 11-00013-W identifies 105 gpcd as the PCUR.However,the AADD projections below assume a PCUR of 75 gpcd based on data provided by the 1WSD for FY 2017. •-. . . • •- .- . . . - . .. .. . •. . . . . - - ! • . increments,through 2028. CSmith 3-3 PW/6295/231366/03/O1 Section 3•Population and Demand Projections Table 3-52.Population and Demand Projections for the IWSD Service Area Permanent Population 27,747 25,717 77,616 29,948 Annual Average Daily Demand(MGD) 1.7_1 193. 7.07 2.25 3.3 Ave Maria Utility Company, LLLP (AMUC) Table 3-3 shows population and demand projections for the AMUC service area.Population projections were provided by AMUC for years 2016 to 2028.and the population for 2013 was extrapolated from that data.Table B-2 of the LWCWSP indicates a PCUR of 91 gpcd.and CUP No. 11-02298-W identifies 138 gpcd as the PCUR.However,the demand projections below were provided by AMUC and represent a PCUR of approximately 81 gpcd. Table 3-3.Population and Demand Projections for the AMUC Service Area Year 2013 2018 2023 2028 Service Arca 25,7175 29,9'4°1 PopulationPermanent Population 22'7472'924 803 2'69,065 2,713 Demand Per Capita(MCD) 75 7-5 17-5 7-5 ( Annual Average Daily Demand 0.213 0.511.03 0.73 2.251_0 (MGD) 3 _ . . 2.05 2.31 2.43 2.70 }Population projections arc based on the population estimates provided by the county.Where necessary,the population was calculated by interpolating between years identified in the Plan Update. Demand is provided as both Annual Average Daily Demand(AADD) in MGD and Maximum Month Daily Demand (MMDD)also in MCD. MMDD is determined by multiplying the AADD by a peaking factor,which in this case is 1.2. 1 11 . . . . ) l 1 1 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. Served Area Populations 2,924 5,803 0,065 12,713 'Population projections arc based on the population estimates and projections presented in the AMUC Flow Revisions 2018. Where necessary,the population was calculated by interpolating between y ars 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 MDD 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. C3-4 Smith PW/6295/231366/03/01 Section 3®Population and Demand Projections AL Service Arca Population 2,921 5,803 9,065 12,713 Demand Per Capita(MGD)} 9-1 9-1 94 9-1 Annual Average Daily Demand(MCD) 0.27 0.53 0.82 1:16 Maximum Month Daily Demand(MGD) 0:32 0.63 799 1.39 }''Population projections arc 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. C with 3-5 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 Number of Annual Average Maximum Consumptive Use Aquifer Expiration Day Monthly Permitted I Allocation Permit Utilized Wells Date (MG) Allocation Allocation (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 3822,2019 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. 'Consumptive taUse pPermit for supplemental reclaimed water wellfield. CSm%th 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 CM' PW/6295/231366/03/01 OTWTP 441 858 ag IMMOKALEE RD 846 951 NORTH HAWTHORN NCRWTP RO WELLFIELD 862 0 J GOLDEN GATE BLVD 0 W J J 4 ` O GOLDEN GATE oU TAMIAMI WELLFIELD 411 PINE RIDGE RD r, ase 1.w. •. i El SCRWTP• • 1 SOHAT ROUTH WELLFIELDWHORN 93 84 Leqend S Supply Well 864 Water Treatment Plant ./\// 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 CDM ithMiles Snl Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 2onito Sprinqs • 846 41 OTWTP W7� 858 Naples Farl; IMMOKALEE RD NCRWTP WiP Phican Ea,. North Narl 951 O _�./ 0 Gold n 1:}a pt e rni SCRWTP 45 41111, 84 r Japl LFt Manor P°..\ 951 •94,* /T 'Q9i< 41 92 Marr-, I::land Legend WnP Water Treatment Plant NFIGURE 4-2 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING CCWSD POTABLE WATER TREATMENT FACILITIES 0 1 2 3 4 C Smith Miles 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 Wellfield1 Well No. Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Utilized Depth(ft bls) Casing(ft bls) 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. '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. CDM 4-5 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities Table 4-3. Existing North Hawthorn RO Wellfield Summary1 Total Well Depth of Capacity Well No. Aquifer Utilized Diameter(in) 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 1-1Z1 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. 4 16-inch casing to 160 feet,then 12-inch casing to production casing depth. 4-6 Smith PW/6295/231366/03/01 Section 4e Existing Water Supply Facilities Table 4-4.Existing South Hawthorn RO Wellfield Summaryl Well No. Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Utilized Depth(ft bls) Casing(ft bis) RO-1S HZ1 420 312 16/122 47000750 RO-2S HZ1 400 292 16/122 1,000750 RO-3S HZ1 403 293 16/122 4000750 RO-4S HZ1 402 331 16/122 47000750 RO-5S HZ1 402 297 16/122 1,000750 RO-6S HZ1 421 317 16/122 1000750 RO-7S HZ1 442 328 16/122 47000750 RO-8S LH 982 660 16/122 17000750 RO-9S LH 682 630 16/122 1,000750 RO-10S LH 842 630 16/122 47000750 RO-11S LH 963 653 16/122 17988750 RO-12S HZ1 422 299 16/122 47889750 RO-13S HZ1 400 295 16/122 17900750 RO-14S HZ1 422 298 16/122 47800750 RO-15S HZ1 402 295 16/122 17889750 RO 395 HZ1 480 308 46 47000 RO 40S 144 MA* 700 3-6 47809 RO 11S 4-1Z1 400 300 46 1,000 RO 42S 14 17000 700 18 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 CSmith 4-7 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities Table 4-4. Existing South Hawthorn RO Wellfield Summaryl Aquifer Total Well Depth of Well No Diameter(in) Capacity(gpm) Utilized Depth(ft bls) Casing(ft bls) 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 I LH 1,000 700 16 700 1 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 Summaryl Well No Aquifer Total Well Depth of Diameter(in) Capacity(gpm) Utilized Depth(ft bls) 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 kT 172 70 46 498 Well E LT 172 74 12 300 Well r 480 7-0 3-6 400 Well G 486 70 1.6 490 Wel-44 180 70 16 400 Well 180 70 46 480 1 kT 188 170 46 400 1 Information on existing wells taken from CUP#11-00419-W. 4-8 Smith PW/6295/231366/03/01 Section 4 0 Existing Water Supply Facilities Table 4-6.Summary of Existing CCWSD Water Treatment Facilities' Raw Water Traditional/ Design z 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 rcquircmcntWater 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. CSmith 4-9 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities Table 4-7.Summary of Existing CCWSD Water Storage Facilities 1 NCRWTP 12.00 11.10 5CRWTP 14.00 12.40 OTWTP Isle of Capri ala 0.20 Manatee Road Pumping Station 2.00 1,$Q Carica Road Pum ing to ion 10.00 9.30 Manatee Road ASR2 N/A aolden...Gate_WIElanls 452 Q52 Sreen Blvd.Booster Pump Station Tank 1.00 1,42 Total 40.52 37.05 l Information on the Collier County 7014 Water Master Plan Update_ 214... -- ;•-• d . • • 1• -. 1 - • • si- , . .. '• .-• .1 • - 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 4-10 Smith PW/6295/231366/03/O1 BONITA BEACH RD 1 846 858 T I,I�•1 '_ ! :ir{ — —= IMMOKALEE RD OTWTP - F r`ai tl� 3; — 1` t#rtls 951 CARICA BOOSTER STATION - O , O m g3 Green Blvd Booster Pump Station Tank m -- I, 45 - L— Golden Gate WTP Tank f ° f 9 ,r1 (1.ino-.r(,~' MANATEE ROAD ASR MANATEE BOOSTER STATION __ 951 14„,�i N ISLE OF CAPRI BOOSTER STATION I 92 41 !;turn:.,-,l fl.-ind �;r,r11,'antl 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 EXISTING CCWSD POTABLE WATER STORAGE FACILITIES 0 1 2 3 4 CDM Miles Smith Service Layer Credits:Esti,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 4• Existing Water Supply Facilities __._..� _. - --=--- • • NC-MVP 3 gg 11.10 5CRWTP 12,10 p50,44 4:Ic of Capri g gig Manatee =-- -•-- - - -- ----- B@inRki fialoi.ao=kafti=laong=priist.EAg=ion 142421 nen N1441/4 44,421 Geld--e - •ITt1 I-T-.. p.:: y i . • • - - - - -- -- •-. - - - - --. --. ._ _ 4 i s 4iooke.ter, r rc nnn i..a:-.:a....i connections. 1.1.3 Declaimed Water Facilities CCWSD operates one of the largest reclaimed water systems in the South Florida Water with a maximum day demand with contractual commitments of 23 MCD. . as a . a I ounty parks,and roadway medians The demand for IQ water is seasonal.as is the available supply. Late April thrugh early June is the critical supply/demand period.Combined wastewater flow during this period to both WRF;, can be as low as 15 MCD.and can be supplemented with up to 6 MCD of groundwater.providing a total of approximately 21 MCD.leaving a shortfall of approximately 2 MGD if IQ water. - - -- -- - ----- -- -- - MGD of potential demand in the service arca from entities that have installed dual distribution CCWSD currently :.• . • . . - - . . . • ' - . - , -- _ • . . . • • . - -. ' - - • -- .. - :unty Water Reclamation Facility(SCWRF),which arc shown in Figure 4 5. Table 4 8 summaries the capacities of the existing reclaimed water facilities. 4-12 With PW/6295/231366/03/01 Section 4 s Existing Water Supply Facilities ; f 244 SCWRI- I&9 Total 404 }Information taken from the Collier County 2014 Wastewater Master Plan Update. -The design capacities do not reflect the amount of reclaimed water available from the facilities. The which is currently around 11 MCD.for ach facility. °Smith 4-13 PW/6295/231366/03/01 16" BONITA BEACH RD ----, lat 12" lej 846 i 111 ' y '-‘11) 18; _ 858 R.). 12" 30"12 - i24" IMMOKALEE RD tO 1 2" A _r 24" Ne.li ,2" L °‘V ;44 ,i,-, Zo '0' ev; 0 o 0 ti - 93 • Z Q m 45 n I 41 ?1 T,Y . et M 20" N ..)4 )3111 •.^&N pi, 76„ 72/ 72, 951 T-94i TA---N,/ "?-1 - 41 92 Legend /\/ Potable Water Main(>= 12") FIGURE 4-4 J-... N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING CCWSD POTABLE WATER TRANSMISSION MAINS 0 1 2 3 4CDM iiiii Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 4® Existing Water Supply Facilities 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 includes 1,604 service connections with a maximum day demand of 23 MGD.The majority of the existing customer base is golf courses.residential communities,environmental mitigation areas.county parks.and roadway medians. The demand for IQ water is seasonal,as is the available supply.Late April through early June is the critical supply/demand period.Combined wastewater flow during this period to both WRFs can be as low as 15 MGD.and can be supplemented with up to 6 MGD of groundwater.providing a total of approximately 21 MGD.leaving a shortfall of approximately 2 MGD of IQ water. There is an additional 28.5 MGD of potential 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 Facilities' NCWRF 24.1 SCWRF 16.0 Total 40.1 1 Information taken from the Collier County 2014 Wastewater Master Plan Update. Csmith 4-15 PW/6295/231366/03/O1 eon1t .� Springs 846 41 858 NCWRF F;i,-a„J IMMOKALEE RD Pelican Bay North Nople- 951 O O i:Aldr_`n Gate 93 45 � 41111 84 Napier. SCWRF I.-;t I: man6r 951 T,Q9 41 92 Mon.-,IrFind Gc..-411and Legend INRFI 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 CDM Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 4 a 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 Irrigation Quality(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) for 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 as needed to meet peak:,zasoil demands.With both wells operational,they are expected to provide between 1 and 2 MGD of storage and recovery capacity to assist with meeting p ak 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. cSmith 4-17 PW/6295/231366/03/O1 Bonito ..--. Springs ® 846 1J 72„ �`''' 858 NCWRF N 12" 24" 24" IMMOKALEE RD t lapli-:s 6 Fir7 N _ate :,off„ II 7e.i Ill Ni._' •N3plec 951 0 0 0 o t1c.Iden Gate 93 rn 45 olo i 111. 0 Cil) 4 f 14)17 16" co 20" - 12"24" u, SCWRFJ " 2 Nap k '4, --, c., , , N_ 951 T-94„, -'494,/i„ 41 92 Legend WRF Existing Water Reclamation Facility IN Supplemental Wellfield IQ Water Main (>= 12") N FIGURE 4-6 L. COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING CCWSD RECLAIMED WATER DISTRIBUTION SYSTEM 0 1 2 3 4CDM Miles Smith Service Layer Credits:Esri,HERE,Garmin,G 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' Well No. Aquifer Total Well Depth of Diameter(in) Capacity Utilized Depth(ft bls) 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 35i 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 r-- 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 Number of Annual Maximum Consumptive Use Expiration Monthly Aquifer Utilized Permitted Allocation Permit Wells Date (MG) Allocation (MGD) Lower Tamiami 21 1,261 147.2 11-00013-W 5/23/2031 Upper Floridan2 4 - - Totals: 1,515 148.9 1Information on existing wells taken from CUP#11-00013-W. 2Annual 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. Cath 4-19 PW/6295/231366/03/01 I 4, N O_ FO )0011' Z X c G m vI m 0CO I C _ _ II _ - _ - _ _ -.,7 vvm 7 � ;o ® * -e � m ' X I n o z X � it � oI ' -ice z m -= _: _ o v I M1 o O '02f a3dd3d__- * mm =o m - --I (/) 1 - a +� o m C I- _I 4 E o �oNo NO 1 >p d o -0 m - gi al 8 o -� o ,r< n I, kill �; n m 0 I= 0) I -$ r,-,i > C• • r- > L. : : _ >� Z Z� Ori z; �\ o; -> lEr3i / ,��; ; ®4 /. cn � Z /� g <Q -� > �-+ / 41) P g m. - - - -- m (0)C, 3 cli Section 4 6 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 275225 266140 46 I15400 8 LT 225315 440230 68 488200 9 LT '415275 230250 8 229225 10B LT 275 250236 8 225 11 LT 275278 236234 8 226250 12 LT 3-76200 96140 8 250350 13 LT 278200 234140 8 250350 14 LT 200 140 8 350 102 LT 200 140154 _ 350400 103 LT 200210 125140 8 350200 104 LT 600210 154128 s`,. 250350 105 LT 210200 140 8 200350 106 LT 210200 264140 8 350 107 LT 200 140 8 350 201 LT 180 100 8 350 202 LT 180 100 8 350 204 LT 4-8-7,115 ...1.G-7105 68 350 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. Smith 4-21 PW/6295/231366/03/01 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. 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 Facilities' Design Capacity Raw Water Traditional/ g p y Raw Water Facility'Name (MGD) Requirement2 Source Alternative Water (MGD) Supply Jerry V.Warden WTP 2.25 2.7-536 LT Traditional(Fresh) Airport WTP 1.35 1.6-542 LT Traditional(Fresh) Carson Road WTP 2.-4500 2.5710 LT Traditional(Fresh) Total 5.9550 7465.88 - - 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 Facilities' Facility Name Tank Volume(MG) Usable Storage Volume (MG) Jerry V.Warden WTP 1.80 1.80 Carson Road WTP 1.502.00 81.50 Airport WTP 0.75 0.75 Total 4.0555 34.05 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 4-22 Smith PW/6295/231366/03/01 Section 4 0 Existing Water Supply Facilities Way.The IWSD WWTPWRF is rated at 4412.5 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 Facilityl Facility Name Design Treatment Capacity(MGD) IWSD WRF 2.-3-650 Total 2.3450 1Information 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 of Annual Average Maximum Aquifer Expiration Allocation Day Monthly Consumptive Use Permit Permitted 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 1CUP(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 welifield in the vicinity of its WTP. The wells maintained by AMUC tap the LT and SA 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 1 Information on existing wells taken from CUP#11-02298-W. smith 4-23 PW/6295/231366/03/O1 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 Traditional/Alternative Facility Name Capacity Requirement Water (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."Dater 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 1 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. C4-24 Smith PW/6295/231366/03/01 Section 4 0 Existing Water Supply Facilities Table 4-19.Summary of Existing AMUC Water Reclamation Facilityl 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. Smith 4-25 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 28.69-30.47 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 CDM 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 may be 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 Surficial Aquifer System (SAS).and Intermediate Aquifer System (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 5 i Smith PW/6295/231366/03/01 Section 5*Planned Water Supply Facilities credits in accordance with new Florida Department of Environmental Protection and SFWMD 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 Summary"2 Aquifer Total Well Depth of Diameter Capacity Well No. Aquifer d Depth(ft Casing(ftUtiiz (in) (gpm) bls) bls) 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 'Information 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. Smith 5-3 PW/6295/231366/03/01 BONITA BEACH RD 41 846 NERWTP 858 OTWTP IMMOKALEE RD 951 NCRWTP . • •. 0 0 93 SCRWTP 45 T 41 0 84 951] -94 41 41 92 Legend • Existing Well G Planned Well Existing Water Treatment Plant Planned Water Treatment Plant ",/ 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 Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 5 o 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 Facility Name Funding Source Feasibility Property Design' Permitting Construction Study Acquisition NERWTP Phase 1 Wellfield Impact Fees Complete Complete 2019 2023-2025 2025-2027 '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 1-75 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. Csmrth 5-5 PW/6295/231366/03/01 BONITA BEACH RD 41 NERWTP 846 WTP WTP 858 IMMOKALEE RD OTWTP NCRWTP • 951 0 0 9s SCRWTP 45 -n 41111. 0 84 951 T,Q9 41 92 Legend WTP Existing Water Treatment Plant WTP Planned Water Treatment Plant NFIGURE 5-2 COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING AND PLANNED CCWSD POTABLE WATER TREATMENT FACILITIES 0 1 2 3 4 CDIN 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 Facilities1 Design Raw Water Raw Traditional/ Project Facility Name Year Identified Capacity Requirement2 Water Alternative Online In (MGD) (MGD) Source Water Supply LWCWSP NCRWTP MF Online 12 14.64 414LTA 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 t LTA Traditional(Fresh) N/A NERWTP Phase 1 2027 1.25 1.53 LH Alternative Yes LPRO (Brackish) NERWTP Phase 1 2027 3.75 4.-5.$1=A4 LTA/HZ1 Traditional(Fresh) Yes Ion Exchange Total - 57.75 70.46 - - - 'Information taken from the Collier County 2014 Water Master Plan Update. 2 Raw water rcquircmcntWater 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 Funding Study Acquisition Design Permitting Construction Facility Name 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 maybe 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. cSmith 5-7 PW/6295/231366/03/01 I BONITA,BEACH RD 41 1t�`a_ CO 846 — - _ _ _ \k 858 � I U lr'ri "_ ! 10-- i = I IMMOKALEE RD OTWTP CARICA BOOSTER STATION i I 951 O O o p t=,r,lr-t+:-fit_:it,- m gg Green Blvd Booster Pump Station Tank m — 45 m - f_ Golden Gate WTP Tank o .I� 8a tl-i<< i i - —. 143(iier-t 1 irr,-1•.f , , 1 r s`Y SL I ",, MANATEE ROAD ASR eA10- I MANATEE BOOSTER STATION _ 951 T-4'17/,yM/ i 'Qq i re 41 92 ISLE OF CAPRI BOOSTER STATION 1,1,-irr-r:I r land Legend ..11.,r,d 0 Existing Potable Water Storage Facility GOODLAND BOOSTER STATION Q 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:Esri,HERE,Gamiin,©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 Facilities' 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 'Information 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. Smith 5-9 PW/6295/231366/03/O1 16" BONITA BEACH RD 41 12" lell 846 36" 1 18 .1:6. 13 858 1'b 12" 30"12" 24" � IMMOKALEE RD gg r)(3 I 30" '36" 24" R ,2, ki N 12'si - N � r 2i' NSiv 951 J7 I Q o 0 J - 93 Z v m r 45 41 12 8,- 1--0 m M ,O' & 20" N 4_ tri O oj 144 CO fik lei N. 6' N ► 76„ 16" NL '6 jillb 72 lil 76„ 72„T 951 14y4,,7 l"?4/ 41 92 r1r'= Legend "/ Transmission Main /\/ Potable Water Main(>= 12") --I FIGURE 5-4 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING AND PLANNED CCWSD POTABLE WATER TRANSMISSION MAINS 0 1 2 3 4CDM Miles Smith Service Layer Credits:Esri,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 Facilities' 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 114ame g Study Acquisition Source Year(s)of Execution NEWRF Wastewater Complete Complete 2021- 2021-2022 2023-2026 Impact Fees 2022 Smith 5-11 PW/6295/231366/03/01 Bonita Springs 11. 846 NEWRF E23 veld 858 NCWRF 1 iii,_,_ F,- IMMOKALEE RD mul Pelican Ea,.. Nrrth ttapi« 951 0 G',1den Gate 9s 45 m 41 f Ji pec 84 `� SCWRF WWI f9:arl �srn_r 951 •94,//,y4 T'?1 41 92 f;1 ri c,I.7land Legend +mac,,.rtlarid wild Planned Water Reclamation Facility wvi 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 4CDM Miles Smith Service Layer Credits:Esri,HERE,Garmin,©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 Facilities1 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 Funding Design Permitting Construction Facility Name Source Study Acquisition 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 User Fees TBD TBD TBD TBD TBD Piping from ASR Site 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 ecc i of these wellfields and WTPs are illustrated in Figure 5-6.The 16 wells maintained by the Smith 5-13 PW/6295/231366/03/O1 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' Well No. I Aquifer Total Well Depth of Utilized Depth2(ft bls) Casing(ft bls) Diameter(in) Capacity(gpm) 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 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. 5-14Smith PW/6295/231366/03/O1 NI 1 N J N O W )11111110" Z — i X I M o I xl ® C C � i o im I p mi I I r r I i o I C I m vm r * D I� D ` -, -ad a3dd3d D > — ; rri — o C RI C —�.__ 8 0 C a7 _._ -------— Z o 11 � m _ 4 N� bI. -9 r c cn 1 2®U u) , !-.f.. R N '< o� I go,�; — _io -n __ w88_ r 11 nI g - 6Z 'N'S --1 1 z _ sre a a $ P x 4 Mil_ ® I s. a {E _ > -----� r �. I Z )�1;4 ;8 24_ I / �, g-< I �C A .O / > 0 i g x 2> `. M it) 33 g .......v 1.413 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 Requirement' Raw Water Alternative Identified In Online Source (MGD) (MGD) Water Supply LWCWSP Jerry V.Warden Online 2.25 2.7-536 LT Traditional N/A WTP (Fresh) Airport WTP Online 1.35 1.6542 LT Traditional N/A (Fresh) Carson Road WTP Online 2.8500 2.87-10 LT Traditional N/A (Fresh) RO WTP 20222026 2.50 31052.63 FA Alternative Yes (Brackish) Total - 8.45 10.318.51 - - - '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. 50 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 smith PW/6295/231366/03/O1 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 Facility Name Year Capacity Requirement2 Water Alternative Identified In Online (MGD) (MGD) Source Water LWCWSP AMUC WTP Online 1.0 1.18 LT Traditional Yes (Fresh) AMUC RO WTP 2025 2.5 2.95 SA Alternative 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 Design Permitting Construction Source Study Acquisition 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 CSpmith 5-17 PW/6295/231366/03/01 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 Smith 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 arcaareas 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 195,207162 64 241A22203 12 271,671229 84 300,839255,80 Service Area Population 6 8 0 9 "1 Demand Pcr CapitaLevel of Service Standard 150 150 150 150 (gpcd) Required Treatment Capacity @ 150 gpcdLOSS 29.2824.40 36.2130.47 40.7534.48 45.1338.37 (MGD) • Available FacilityTotal Permitted Treatment 52.00 52.75 52.75 57.75 Capacity(MGD) Raw to Finished Water Adjustment' 1.22 1.22 1.22 1.22 Facility Capacity Surplus(Deficit)(MGD)2 22.7227.60 16.5422.28 12.0018.27 12.6219.38 Raw Water Requirement(MGD)3 35.7229.76 444837.17 49.7242.06 55.046.81 Permitted Amount(MGD Annual Average)4,' 55.53 56.18 56.18 56.18 Permitted Surplus(Deficit)(MGD)' 19.8125.77 10019.01 6.4714.12 339.37 1 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. Smith 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)' 5.60 5.60 5.60 8.10 Raw to Finished Water Adjustment2 1.2205 1.2205 1.2205 1.2205 Facility Capacity Surplus(Deficit)(MGD)3 3.89 3.67 3.53 5.85 Raw Water Requirement(MGD)4 2,881.79 2.3503 2.5317 2.7436 Permitted Amount(MGD Annual Average)6 4.15 4.15 4.15 4.15 Permitted Surplus(Deficit)(MGD)6 2.0736 1:802.12 1.6298 1.4179 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 CS11M1ith PW/6295/231366/03/01 Section 60 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) 9-181 9-181 3181 3181 Annual Average Daily Demand(MGD) 0.2724 0.3347 0.8273 1.3603 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 0.7376 0.4753 0.3527 2.3447 Raw Water Requirement(MGD)3 0.3128 0.6255 0.9787 1.3722 Permitted Amount(MGD Annual Average)4 1.16 1.16 1.16 1.16 Permitted Surplus(Deficit)(MGD)5 0.8388 0.5461 0.3329 (0.2406) 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. 4 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. Sm th 6-3 PW/6295/231366/03/01 Section 6• Facilities Capacity Analysis This page intentionally left blank. C6-4 Smith 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 In an effort to conserve water resources.the Collier County Board of Commissioners enacted the first water irrigation ordinance on September 26. 2000 with the adoption of Ordinance No. 2000-61.Ordinance No. 2002-17,adopted on April 9. 2002.supplemented Ordinance No. 2000- 61 with more restrictive irrigation hours and operational requirements.Ordinance No. 2015-27, adopted on April 28.2015 and titled"Water Conservation Ordinance for Landscape Irrigation." repealed and replaced the first two ordinances and provided for local implementation of the SFWMD's mandatory year-round landscape irrigation conservation measures pursuant to Chapter 40E-24.F.A.C.The provisions of the County's ordinance mirror the rules of the SFWMD but apply to all water resources.including IQ(reclaimed)water,which reduced watering to three -• - - -• •• • •• • - --- • •- en numbered addresses),in an effort to reduce • - - • ' --• . • -is exempt from the restricted hours of irrigation under the SFWMD's rules.Collier County seeks to conserve their valuable IQ water supply as they do with their potable water supply.As such,the Board initiated an ASR program to allow for the storage of excess I0 water that can later be withdrawn to offset peak usage. Other water conservation measures dcsignatcdimplemented by the SFWMD,which Collier County has enacted include: • Requiring Enforcing the use of low-flow plumbing fixtures as part of the pursuant to section 604.4 of the Florida Building Code.Plumbing.6th Edition (2017): *—Landscaping standards in the County's Land Development Code (LDC); • Encouraging 4.06.00)that encourage the use of Florida Friendly landscapcsnative and other drought-tolerant vegetation in portions of the LDCand properly zoned irrigation systems through xeriscape; • Implementing water conservation rates that increase per-thousand-gallon charges as usage increases; Smith 7-1 PW/6295/231366/03/01 Section 7• Conservation Regulations and Practices • 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 wastcwatcrwater,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 es-only high-use consumers. • Requiring subdivisions to have separate potable and reuse water lines and prohibiting the use of County potable water for irrigation where other sources of supplemental water are permitted and available (LDC 4.03.08 C). 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 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 station:,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 Systemits 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, 7-2 Smith PW/6295/231366/03/01 r Section 7*Conservation and Practices 15.0% r~ o ` 12.2% 12.5% 11.a% cu 9.7% 10.0% 9 3% oy10.0% u C a = y 7.5% o ccs 0 act 5.0% 4.5% 40w4.9% 4.6%18%40%5.4/0 es 3.3% 0 3.1/0 2.5% cu a, 0.0% N M d' L.t1 %.0 l- co cr, O r-i N M d' is) �0 l� �..,. O O O O O O O O r-I r-1 ',I r-1 1-1 r-1 r-I r-I 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 15.0% a) 12.2% et I:. 12.5% limitafrmtlli.5% w 10.0% 9.3% c 8.5% U0 7.5% 6.6% ca 5.4% c 5.0% 4.5% 4.0% 4.9% 4.6% 0 4.Os/oe3% 38 ris c 2.5% L.9 a) a. 0.0% d' In to I. CO Cr, O 1-4 N M d V1 s.0 L-, CO O O O O O O .--I r-I .-I r-I r-I r-I r-d r-1 c-I 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 Fiscal Year Smith 7.3 PW/6295/231366/03/O1 Section 7• Conservation Regulations and Practices Specific projects the CCWSD has completed or will undertake to further water conservation include: Mapping new areas incorporated into the district,including Golden Gate City,and North East Service Area(i.e.Orange Tree Utili • 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 EN 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 2019. the potential for water loss. • Changes made to the Utility Standards Ordinance nowManual require developers of new areas-to provide automatic flushing mains to maintain disinfectant residuals...111111.11.11111.1111111111111 • Collier County is actively completing water main looping projects all new potable water distribution systems to be looped.Looping conserves water by eliminating dead ends;which must be flushed to maintain minimum 1111111111111111111-®residuals. • Collier County's water main looping projects that have been completed over the past five years are: o Wilshire Lakes, 7-4 Csmith PW/6295/231366/03/01 Section 7e Conservation and Practices o TreefarniTree Farm 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. • Collier County Water District is proactively acquiring older utilities,such as Golden Cato City. This allows for sharing of water resources among a larger number of customers and enhanced maintenance,which will dccr ase unaccounted for water levels in these areas. • • = - -: - -• . • .• • -. • . . . --Utilizing leak detection€er-contractual services to identify leaks in older areas of the Water Di tricwater distribution system and programmatically making repairs to reduce water loss. 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. CDM 7-5 PW/6295/231366/03/01 Section 7• Conservation Regulations and Practices 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. 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. 7-6 Smith PW/6295/231366/03/01 Section 7* Conservation and Practices 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. 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. Smith 7-7 PW/6295/231366/03/01 Section 7• Conservation Regulations and Practices This page intentionally left blank. 7-8 Smith PW/6295/231366/03/01 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 CCWSDCCWSD's water and wastewater capital improvcmcntsupply development projects were developed as part ofidentified in the Fiscal Year 2017 Water and Wastewater User Rate StudyWork Plan are per the update done for the 2018 AUIR. 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. Smith 8.1 PW/6295/231366/03/01 Table 8-1.CCWSD Capital Improvement Projects' Funding Source Project No. Project Name FY 2019-20232 FY 2024-20282 411 -Water 70194 NERWTP First Phase online 2023 $ - $ 82,500,000 411 -Water WTBD1 Sub-Regional Transitional Capacity online 2020 $ - $ - 412 -Water 70196 Tamiami Wellfield-Two Wells $ 3,100,000 $ - 412 -Water 71057 Membrane Treatment $ 1,100,000 $ - 412 -Water 70104 Variable TDS Treatment Bridge-the-Gap $ 3,000,000 $ - 412 -Water WNEW9 Equip NRO Well 118 $ - $ - 412 -Water WNEW10 Equip NRO Well 120 $ 750,000 $ - 413 -Wastewater 70194 NEWRF Expansion online 2023 $ 116,000,000 $ 15,000,000 413 -Wastewater 74030 IQ Aquifer Storage and Recovery $ 1,080,000 $ 1,050,000 1 Cost estimates taken from the 10-year CIP update prepared for the 2018 AUIR. 'All costs are in 2017 dollars. Smith 8-2 PW/6295/231366/03/01 Table 8-2. IWSD Capital Improvement Projects Funding Sourge Project No. Project Name FY2O19-2024 FY 2024-2028 TBD WW-09 New 3.0 MGD Public Access Re-Use Water System $2,185,000 - TBD W-04 New 2.5 MGD Reverse Osmosis Water Treatment • $400,000 $11,000,000 1.Taken from IWSD CIP 2018-2023 Smith 8-3 PW/6295/231366103/0 -- Table 8-3.AMUC Capital Improvement Projects Funding Source Project No. Project Name FY2019 -2024 FY 2024 -2028 n/a n/a Sandstone Aquifer 2.5 mgd RO treatment plant - $6,300,000 n/a n/a Phased Expansion of Recalmation Plant - $2,040,000 1,Cost estimates found in the 2017 LWCWSP. Smith PW/6295231366/03/01PW/6295231366/03/018 4 WORK PLAN Collier County 10-Year Water Supply Facilities Work Plan Update February 2019 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 2-3 2.2.4 City of Marco Island Water and Sewer Service Areas 2-3 2.2.5 Immokalee Water and Sewer District(IWSD) 2-3 2.2.6 Ave Maria Utility Company,LLLP(AMUC) 2-4 2.2.7 Independent Districts 2-4 2.2.7.1 Lee Cypress Water and Sewer Co-op,Inc 2-4 2.2.7.2 Port of the Islands Community Improvement District 2-4 2.2.8 Water Systems Regulated by FL Department of Environmental Protection 2-7 Section 3 Population and Demand Projections 3-1 3.1 Collier County Water-Sewer District(CCWSD) 3-1 3.2 Immokalee Water and Sewer District(IWSD) 3-2 3.3 Ave Maria Utility Company,LLLP(AMUC) 3-2 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 4-8 4.1.3 Reclaimed Water Facilities 4-12 4.1.3.1 Water Reclamation Facilities 4-12 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 4.2.3 Reclaimed Water Facilities 4-19 4.3 Ave Maria Utility Company,LLLP(AMUC) 4-20 With PW/6295/231366/03/01 Table of Contents 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) Appendix D Potable Water Bulk Services Agreement between CCWSD and the City of Marco Island Notice of Termination csmith PW/6295/231366/03/01 ® Table of Contents Appendix E 2018 Collier County Annual Update and Inventory Report List of Figures Figure 2-1 Water District Boundaries of Collier County 2-5 Figure 2-2 CCWSD Potable/Reclaimed Water Composite Map 2-6 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 4-11 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 7-3 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 Population and Demand Projections for the CCWSD Service Area 3-2 Table 3-2 Population and Demand Projections for the IWSD Service Area 3-2 Table 3-6 Population and Demand Projections for the AMUC Service Area 3-2 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 Table 4-6 Summary of Existing CCWSD Water Treatment Facilities 4-8 Table 4-7 Summary of Existing CCWSD Water Storage Facilities 4-9 Table 4-8 Summary of Existing Water Reclamation Facilities 4-12 Table 4-9 Summary of Existing CCWSD Supplemental Wells 4-16 CS1 ath PW/6295/231366/03/01 Table of Contents 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 Facilities 5-11 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 Division CCWSD Collier County Water-Sewer District 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 GMD Growth Management Department GMP Growth Management Plan gpcd Gallons per Capita per Day gpd Gallons per Day HPRO High-Pressure Reverse Osmosis HZ1/HZ1A Hawthorn Zone 1 Aquifer IE Ion Exchange IWSD Immokalee Water and Sewer District IQ Irrigation Quality LDC Land Development Code LH/LHA 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 cspmith v PW/6295/231366/03/01 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 PCUR Per Capita Use Rate PUD Public Utilities Department 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/WTA Water-Table Aquifer WTP Water Treatment Plant vi CSmith DM PW/6295/231366/03/O1 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 Update and amendments to the Growth Management Plan (GMP). Under the requirement of the Florida Statutes,the 10-Year Water Supply Facilities Work Plan Update (Plan Update) 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 Update to be included in its city's comprehensive plan. This 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. Cervi lth ES-1 PW/6295/231366/03/01 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 Update. 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 Update,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' Design Project Identified Facility Name Year Online Treatment Capacity(MGD) In LWCWSP North County Regional Water Treatment Plant(NCRWTP)MF Online 12.00 N/A NCRWTP LPRO Online 8.00 N/A South County Regional Water Treatment Plant(SCRWTP) LS Online 12.00 N/A SCRWTP LPRO Online 20.00 N/A Orange Tree Water Treatment Plant(OTWTP) Online 0.75 N/A Northeast Regional Water Treatment Plant 2027 1.25 Yes2 (NERWTP)Phase 1 LPRO2 NERWTP Phase 1 Ion Exchange2 2027 3.75 Yes2 Total - 57.75 - North County Water Reclamation Facility (NCWRF) Online 24.10 N/A South County Water Reclamation Facility Online 16.00 N/A (SCWRF) Northeast Water Reclamation Facility 2026 4.00 Yes (NEWRF)Phase 1 Total - 44.10 - 1 Information taken from the Collier County 2014 Master Plan Update and the 2018 AUIR. 2 Contingent on SFWMD Permitting of Raw Water Supply. ES-2 CSmith PW/6295/231366/03/01 Executive Summary 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 Wastewater Master Plan Updates,the Collier County 2018 Annual Update and Inventory Report (AUIR) for Public Utilities,and the Collier County Water-Sewer District Fiscal Year 2017-2027 Capital Improvement Plan.The 2018 AUIR and the Fiscal Year 2017-2027 Capital Improvement Plan were approved by the Collier County Board of County Commissioners on November 13, 2018. 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 existing or planned plant capacity throughout the 2028 planning horizon. Table ES-2.Water Capacity Analysis for CCWSD 2013 2018 2023 2028 Permanent Population 162,646 203,128 229,840 255,809 Demand Per Capita(gpcd) 150 150 150 150 Required Treatment Capacity @ 150 gpcd 24.40 30.47 34.48 38.37 (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 27.60 22.28 18.27 19.38 Raw Water Requirement(MGD)3 29.76 37.17 42.06 46.81 Permitted Amount(MGD Annual Average)4,s 55.53 56.18 56.18 56.18 Permitted Surplus(Deficit)(MGD)6 25.77 19.01 14.12 9.37 'The Raw-To-Finished Water Adjustment was taken from the 2017 LWCWSP. '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 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 SDM mith ES-3 PW/6295/231366/03/01 Executive Summary• 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. Table ES-3 Summary of Existing and Planned IWSD Water Treatment Facilities1 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 2.00 N/A RO WTP 2026 2.50 Yes Total - 8.10 - IWSD WRF Online 2.50 Yes IWSD WRF Expansion 2023 3.00 Yes Total - 5.50 - '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 Permanent 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 Adjustment' 1.05 1.05 1.05 1.05 Facility Capacity Surplus(Deficit)(MGD)3 3.89 3.67 3.53 5.85 Raw Water Requirement(MGD)4 1.79 2.03 2.17 2.36 Permitted Amount(MGD Annual Average)5 4.15 4.15 4.15 4.15 Permitted Surplus(Deficit)(MGD)6 2.36 2.12 1.98 1.79 1 Per the Lower West Coast Water Supply update,the IWSD available facility capacity is projected to go up to 8.10 by 2030. 'The Raw-To-Finished Water Adjustment was taken from the 2017 LWCWSP. 3Calculated 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 Smith 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-S.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 Population6 2,924 5,803 9,065 12,713 Demand Per Capita(gpcd) 81 81 81 81 Annual Average Daily Demand(MGD) 0.24 0.47 0.73 1.03 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 0.76 0.53 0.27 2.47 Raw Water Requirement(MGD)3 0.28 0.55 0.87 1.22 Permitted Amount(MGD Annual Average)° 1.16 1.16 1.16 1.16 Permitted Surplus(Deficit)(MGD)5 0.88 0.61 0.29 (0.06) '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. °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. 6 Population estimates/projections provided by AMUC;2013 population is an interpolated value 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 meet 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. csmith ES-5 PW/6295/231366/03/01 Executive Summary• This page intentionally left blank. ES-6 CSMjth 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 Update and amendments to the Growth Management Plan (GMP). Under the requirement of the Florida Statutes,the 10-Year Water Supply Facilities Work Plan Update (Plan Update) 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 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 for Public Utilities was adopted by the Collier County Board of County Commissioners on November 13,2018 as Agenda Item 9.B.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 and was approved by the Collier County Board of County Commissioners on November 13,2018 under Resolution 2018-208. • 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. --� 1-2 Smith PW/6295/231366/03/01 Section 1®Introduction • 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 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 1• Introduction This page intentionally left blank. 1-4 CDM 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 Orange Tree Utility Company(OTUC)was taken over by the CCWSD on March 1,2017.The CCWSD acquired the Golden Gate City potable water and wastewater utility systems from FGUA on March 1, 2018. 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 C ninth 2-1 PW/6295/231365/03/O1 Section 2• Water Service Areas 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. 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. The CCWSD maintains an interconnection with Marco Shores by which CCWSD supplies potable water on a bulk basis.The City of Marco Island has provided written notification to CCWSD that the Potable Water Bulk Services Water Agreement will be terminated on or around September 26,2019. [Letter from City of Marco Island to the County attached as Appendix D] The CCWSD 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 CDM PW/6295/231366/03/O1 Section 2®Water Service Areas 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. 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. Smith 2-3 PW/6295/231366/03/01 Section 2• Water Service Areas 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. 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. 2-4 CSmith PW/6295/231366/03/01 I O6 04 03 02 01 06 05 04 03 02 01 06 05 04 03 05 82 08 09 10 11 12 07 08 09 10 11 12 07 08 09 10 07 \\*......'...''—' N. , i 1„ 17 16 15 14 13 10 17 16 15 14 13 18 17 I 16 15 29 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 122 30 29 28 27 26 25 30 29 28 27 26 25 30 29 28 1 27 31 32 33 34 36 91. 92.. 33 34 35 36 31 32 33 ,34 008 , 05 04 I 03 02 01 06 05 04 03 01 OB 05 04 03 02 Oi 06 • © 07 08 1 09 10 I 11 12 07 08 09 10 11 12 1 07 08 09 10 11. 12 07 OB ; D9 10 18 ' 17 16 15 14 13 18 17 16 15 ' 14 13 18 17 16 15 14 18 17 I 16 15 19 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 24 20 1 21 22 41 30 29 28 27 126 1 25 30 29 28 27 26 25 31,1i-':F'411-:1-7- 27 26 25 30 III : 1 20 27 21 I 31 32 33 ' 34 I 35 36 31 32 33 34 35 36 31 32 •;. 34 35 36 31 33 134 / O6 05 04 03 02 01 06 05 04 03 02 01 06 05 ,. 03 02 01 06 0 I 04 03 05 1 \\ 06 03 10 11 12 07 DB 09 10 11 12 07 08 10 I 11 12 07 •. 09 10 08 09 10 11 12 07. 06 CO 10 11 12 07 17 - I- 17 115 6 15 14 13 18 17 1614 13 10 17 12;.... 15 14 13 11 10 16 16 15 14 13 16 17 16 15 14 13 1B /8� -- - o� 20 22 23 24 19 20 21 22 23 24 19 20 21 22 .` 23 24 19 20 21 22 23 24 19 20 I 21 22 1 23 24 19 2, 21 1 22 26 27 26 I 25 30 29 28 27 26 25 30 29 28 27 26 25I 30 28 127 28 27 26 23 30 29 23 27 26 25 30 29 I _ .. 33 I 34 35 36 31 32 , 39 34 35 36 31 , 32 33 J 34 35 36 31 3' '134 32 33 '4 35 36 31 32 33 34 35 3B 31 32 _ - 04 O3 02 C1 06 05 04 03 02 01 06 05 04 03 02 01 06 05 04 03 02 01 06 05 04 03 02 01 06 5 04 '03 03 10 11 12 07 06 D9 10 11 12 07 05 09 I 10 11 12 07 08 09 10 11 12 1 07 08 I 09 10 11 1 12 1 07 08 09 10 16 15 19 .`4 13 12 17 16 15 14 13 10 17 16 15 14 13 18 1 17 16 15 14 13 18 I 17 16 15 14 13 18 17 16 ''15 52 22 24 9 20 21 22 23 24 19 20 21 22 23 24 19 20 21 22 23 I 24 I 19 20 21 I 22 23 24 19 20 ' 21 22 27. 26 ,. 25 30 29 28 27. 26 25 % 30 29 ' 28 27 26 25 30 29 28 127 26 3D 29 2B 27 26 25 30._:...1.9....28 27 26 I -._-_.__ __.... __, 34 Ell 35 36 32 33 34 35 36 31 32 33 34 35 36 31 32 33 34 35 36 1 31 32 33 34 35 ' 36 31 32 33 134 '."� 75 _ /44. 02 01 06 05 04 03 02 01 06 05 ' 04 03 11 02 ' 01 06 05 04 03 02 01 06 05 04 03 02 01 06 05 -04 03 84 - 12 07 OB 09 10 11 12 07 ' 08 09 10 11 I 12 07 08 09 1 10 11 12 07 i OB O9 : 10 11 '1 12 07 08 09 10 1 16 14 X13 16 17 16 15 14 13 1B 17 '' 16 15 14 13 18 17 16 I 15 I 14 13 18 17 16 15 14 13 18 17 16 15 (nDi__ 23 24 19 20 21 22 23 24 19 20 21 I 22 23 24 19 20 1 21 1E22— 5 23 24 19 20 21 22 23 24 19 20 21 22 27 26 25 30 29 28 27 26 25 30 29 28 27 , 26 , 25 30 29 128 j1 27 26 25 30 1 29 28 1 27 26 - 25 '30 29 28 27 34 35 36 31 32 33 34 35 36 31 32 33 34 1 35 j 36 , 31 32 ' 33 34 35 36 1 31 32 1 33 34 35 36 I 31 32 33 34 1z9 52 01 06 05 04 03 02 01 06 05 04 03 02 I 01 06 05 04 I 03 02 01 I06 05 1 04 03 02 01 06 05 04 03 07 OB o., 10 11 12 07 08 09 10 11 I 12 1 07 OB ; 09 10 11 12 07 OB 09 10 11 12 07 08 09 10 17 16 15 14 13 10 17 16 15 I 14 13 18 17 16 15 11 14 13 18 17 16 15 14 13 10 17 16 15 20 21 4131022 23 24 19 20 21 22 1 23 24 19 20 21 22 • 23 24 19 20 1 21 22 23 24 19 20 21 22 26 21 26 25 30 29 26 27 26 25 30 29 28 27 26 1 25 1 30 29 28 27 26 25 30 I 29 :. 28 27 35 36 33 31 32 33 34 35 1 31 32 33 34 35 I 36 1 31 32 33 34 j 35 , 36 31 32 I 33 Ve2 03 02 01 1 05 04 3 01os Da 03 D2 Oi r. DS i 12 87 08 09 10 11 12 07 06 09 10 11 12 07 i 08 11 09 10 11 1 12 07 08 i 09 18 17 16 15 14 13 18 17 16 15 14 I 13 18 17 16 15 14 13 18 1 17 16 22 24 19 I 20 21p 23 24 19 21 22 �23 I 24 19 20 21 9 _— 26 25 29 28 27 26 25 30 29 26 27 1 26 1 30 29 25 29 28 27 34 35.. 36 31 32 33 34 35 4. 31 - Legend 01 05 05 04 03 02 01 06 05 04 Ave Maria Chokoloskee Municipal 08 09 07 de Service Taxing Unit oe 09 ,D „; ,z 07 oe os Big Cypress (Everglades City) 15 I NOTE:The Marco Shores area is served 13 ,6 17 16 15 Everglades City bythe CCSWD aspart of a bulk water " - Port of the Islands - 22 Immokalee WSD dill Community Improvement supply agreement.See Section 2.2.4. 24 19 20 01 District VI City of Marco Island 28 30 29 28 , Collier County NOTE:The CCWSD anticipates serving the Marco Shores Water/Sewer District Big Cypress Stewardship District,pending 32 33 IF City of Naples negotiation of an interlocal agreement. FIGURE 2-1 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A WATER SEWER DISTRICT BOUNDARIES OF COLLIER COUNTY o , 234Smith m Miles Service Laver Credits:Esri.HERE.Garin.©OoenStreetMao contributors.and the GIS user community-1415/2019 16" BONITA BEACH RD 41 12" ® t‘" , r� 1 846 1 - 1.,.� N •"� 1 _ 858 ii In 16" ,, 2" 12" 24"_ i 24" ril .., iAfaki IOWA! IMMOKALEE RD .► R '2" F:1/1 . S,016..011Ein I Filmligon. 1 O . O . 0 .c... rr rt - 93 c • ,.,„ m 45 m m 0.__IA12"30' 73 �^ Ili •c0 b. 20" cv 76,y m • 12"2'" cn O " 76,.. " ..i Itit fatti03111 — N ojs. Ti N�" 11114 IF 6" '2" 72"T MO itiiz 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 4CD11/1 Miles Smith Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 2®Water Service Areas 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 Countyl 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 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 smith 2-7 PW/6295/231366/03/01 Section 2• Water Service Areas PWS ID System Name 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. 2-8 CDM PW/6295/231366/03/01 Section 3 Population and Demand Projections In the following sub-sections,population and demand projections for the 10-year planning period are presented in 5-year increments for each of the three major public water supply utilities serving unincorporated Collier County.Demand is provided as Annual Average Daily Demand (AADD).AADD is the projected population multiplied by the adopted Level of Service Standard (LOSS) or the Per Capita Use Rate (PCUR)in the absence of an adopted LOSS. 3.1 Collier County Water-Sewer District (CCWSD) Table 3-1 shows population and demand projections for the CCWSD service area.Population projections are taken from the 2018 AUIR and represent the population on October 1 of the given calendar year,which is the beginning of the subsequent fiscal year.Projections include the populations in the former service areas of the Orange Tree Utility Company and the Florida Governmental Utility Authority,which were acquired by the CCWSD in March 2017 and March 2018 respectively. Also,in September 2018,the Board of County Commissioners approved Resolution No.2018- 152,expanding the CCWSD's service area to include all unincorporated areas of the county not lying within service areas granted to third parties by the Water and Sewer Regulatory Authority or as otherwise excepted by the special act that created the CCWSD.The jurisdictional boundary of the CCWSD shown in Figure 2-1 encompasses an area of high growth potential within the Rural Lands Stewardship Area known as the Northeast Service Area(NESA).The population projections in Table 3-1 include anticipated growth associated with four large developments planned in the NESA.One of these,the Town of Rural Lands West,is in the Big Cypress Stewardship District,which has the right to form its own utility,but Collier County has engaged in negotiations with the developer to provide water,wastewater, and irrigation quality water services.Population projections for the town are included in anticipation of a future interlocal agreement.Refer to the 2018 AUIR in Appendix E for further information about the population projections for the CCWSD. Per Policy 1.5 of the Capital Improvement Element of the Collier County Growth Management Plan(as of Ordinance No.2017-21 adopted June 13, 2017),the adopted Level of Service Standard (LOSS)for the County potable water system is 150 gallons per capita per day(gpcd). All concurrency planning is based on this LOSS despite the PCUR averaging about 140 gpcd over the past 11 years,based on local water data and population estimates (129 gpcd per Table B-2 of the LWCWSP).The PCUR for the CCWSD is notably higher than those for the two other major utilities because the CCWSD service area includes a larger seasonal population,a larger commuting workforce,a higher rate of tourism,more commercial activity,and a higher proportion of customers who irrigate with potable water.The aggregate annual demand includes all these non-residential uses and is divided by the permanent population to obtain the PCUR. Note that the City of Naples has a higher PCUR than the CCWSD (281 per Table B-2 of the LWCWSP) for the same reasons. Smith 3-1 PW/6295/231366/03/01 Section 3•Population and Demand Projections As explained in the 2018 AUIR(Appendix E),the CCWSD evaluates required treatment capacity based upon the maximum three-day average daily demand,which is calculated using a peaking factor of 1.3,as established by the Board approved 2014 Water,Wastewater, Irrigation Quality Water and Bulk Potable Water Master Plan/CIP Plan.The max.TDADD is presented in Table 3-1 along with the AADD. Table 3-1.Population and Demand Projections for the CCWSD Service Area Year 2013 2018 2023 2028 Permanent Population 162,646 203,128 229,840 255,809 Annual Average Daily Demand(MGD) 24.40 30.47 34.48 38.37 Maximum Three-Day Average Daily Demand(MGD) 31.72 39.61 44.82 49.88 3.2 Immokalee Water and Sewer District (IWSD) Table 3-2 shows population and demand projections for the IWSD service area.Population projections were provided by the IWSD for years 2013,2016,2020,2025,and 2030,and the below population data for years 2018, 2023,and 2028 were interpolated from that data.Table B-2 of the LWCWSP indicates a PCUR of 85 gpcd,and CUP No. 11-00013-W identifies 105 gpcd as the PCUR.However,the AADD projections below assume a PCUR of 75 gpcd based on data provided by the IWSD for FY 2017. Table 3-2.Population and Demand Projections for the IWSD Service Area Year 2013 2018 2023 2028 Permanent Population 22,747 25,717 27,616 29,948 Annual Average Daily Demand(MGD) 1.71 1.93 2.07 2.25 3.3 Ave Maria Utility Company, LLLP (AMUC) Table 3-3 shows population and demand projections for the AMUC service area.Population projections were provided by AMUC for years 2016 to 2028,and the population for 2013 was extrapolated from that data.Table B-2 of the LWCWSP indicates a PCUR of 91 gpcd,and CUP No. 11-02298-W identifies 138 gpcd as the PCUR.However,the demand projections below were provided by AMUC and represent a PCUR of approximately 81 gpcd. Table 3-3.Population and Demand Projections for the AMUC Service Area Year 2013 2018 2023 2028 Permanent Population 2,924 5,803 9,065 12,713 Annual Average Daily Demand(MGD) 0.24 0.51 0.73 1.03 3-2 Smith 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 Number of Annual Average Maximum Consumptive Use AquiferExpiration Day Monthly Permitted Allocation Permit Utilized Wells Date (MG) Allocation Allocation (MGD) (MG) 9/22/2019 9,673 26.50 805.6 LT' 37 9/22/2036 6,853 18.93 691.3 11-00249-W HZ1 46 9/22/2036 5,840 16.00 486.4 LI-12 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 22, 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. Smith 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 858 IMMOKALEE RD dr- 846 951 NORTH HAWTHORN • • NCRWTP RO WELLFIELD 862 ...•,>�., a m GOLDEN GATE BLVD a J J o GOLDEN GATE TAMIAMI WELLFIELD 0 PINE RIDGE RD .. f • g�g SCRWTP F• SOUTH HAWTHORN RO WELLFIELD 93 84 Legend • Supply Well 864 • 0-• Water Treatment Plant • fd'`tir' 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 SMth Miles Service Layer Credits:Esri,HERE,Gamrin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Bonito S p ri n gs 111. 846 F411 OTWTP WW1 858 1 i. r l�<. Park IMMOKALEE RD NCRWTP W1 E'r`l i,-...i n ticrth 951 0 O Gate 71-11 ,„___:,,GoldenSCRWTP 45 T 4111, 84 I13pI Naples Manor 951 41 92 C:1ir-c Icland 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 C DIVI 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 Wellfield' Aquifer Total Well � Depth of Well No. Utilized Depth(ft bls) Casing(ft bls) Diameter(in) Capacity(gpm) 1 LT 96 50 i 16 700 2 i LT 100 50 I 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 v 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 v LT 126 80 12 1,000 -^ 19 LT 128 83 v 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 v 120 58 12 1,000 31 LT 120 65 12 1,000 32 LT 120 65 12 1,000 33 LT 120 70 v 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. CSI1'tith 4-5 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities Table 4-3. Existing North Hawthorn RO Wellfield Summaryl Well No. Aquifer Utilized 1 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. 4 16-inch casing to 160 feet,then 12-inch casing to production casing depth. 4-6 CSfl11th PW/6295/231366/03/01 Section 4 a 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) 1 Casing(ft bls) RO-1S HZ1 420 312 16/122 750 RO-2S HZ1 400 292 16/122 750 RO-3S HZ1 403 293 16/122 750 RO-4S HZ1 402 331 16/122 750 RO-5S HZ1 402 297 16/122 750 RO-6S HZ1 421 317 16/122 750 RO-7S HZ1 442 328 16/122 750 RO-8S LH 982 660 16/122 750 RO-9S LH 682 630 16/122 750 RO-10S LH 842 630 16/122 750 RO-11S LH 963 653 16/122 750 RO-12S HZ1 422 299 16/122 750 RO-13S HZ1 400 295 16/122 750 RO-14S HZ1 422 298 16/122 750 RO-15S HZ1 402 295 16/122 750 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 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 1300 16 750 Csmith 4-7 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities Table 4-4. Existing South Hawthorn RO Wellfield Summary' i Aquifer Total Wellp Well N . 1 Depth of Diameter(in) Capacity(gpm) Utilized Depth(ft bls) Casing(ft!As) 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 1 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' Aquifer Total Well Depth of Well No. Utilized Depth(ft his) Casing(ft his) Diameter(in) Capacity(gpm) Well A LT 180 70 12 300 Well B LT 180 70 12 300 Well C LT 154 72 12 300 Well E LT 172 74 12 300 1 Information on existing wells taken from CUP#11-00419-W. Table 4-6.Summary of Existing CCWSD Water Treatment Facilities' Raw Water Traditional/ DesignRaw Water Facility Name Requirementz Alternative Water Capacity(MGD) (MGD) Source Supply j 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 - - 1Information 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. 4-8 Smith PW/6295/231366/03/O1 Section 4®Existing Water Supply Facilities 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. 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. smith 4-9 PW/6295/231366/03/O1 BONITA BEACH RD $-;11-1(-)S. ?41 i `. IP_ 846 1.I i 858 _ 1 411 ) 11,11 :7r{— —"` ,r - IMMOKALEE RD - OTWTP I F.v11� rt1 .,1 I rr.- r1-,1-l-- CARICA BOOSTER STATION i 951 Oo J 0 93 �cId =er� � .,t- Green Blvd Booster Pump Station Tank 45 ^ I-- L—._ Golden Gate WTP Tank 41 _I `1"1 _ 40 23 0 W !k V.l'---:- I Li-1 i_. r_ ,FJ •- 1i.trcr, �1 _ , MANATEE ROAD ASR • )111 MANATEE BOOSTER STATION - _ - ../,/„, 951 '14„, T,9 41 92 ISLE OF CAPRI BOOSTER STATION 1.13r,--,- Icl,"rzrd Legend GOODLAND BOOSTER STATION 0 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 16" BONITA BEACH RD Ill 12" lej 846 • a- iv ,.- . L,L_____.j) 181." 858 rv_0 12„ 30„12" 24" ..--•i N ri IMMOKAL A 30" i6 " r-442" , ,\ N 12'\ (-p CD r 24 ',, 1-VS 951 c� O • 0 93 - , m CNI m c_741 1 41 12 .t 0 84 •. • co M 76, N O 20" N 1111 �•� 16, ^ry - 0 16 I� 16'• 72„ 72 Tq//q W/4 413 92 Legend "/ Potable Water Main (>= 12") -- FIGURE 4-4 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING CCWSD POTABLE WATER TRANSMISSION MAINS �D� 0 1 2 3 4 SMith Miles Service Layer Credits:Esri,HERE,Garmin,0 OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 4• Existing Water Supply Facilities 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 includes 1,604 service connections with a maximum day demand of 23 MGD.The majority of the existing customer base is golf courses,residential communities,environmental mitigation areas,county parks,and roadway medians. The demand for IQ water is seasonal,as is the available supply.Late April through early June is the critical supply/demand period. Combined wastewater flow during this period to both WRFs can be as low as 15 MGD,and can be supplemented with up to 6 MGD of groundwater,providing a total of approximately 21 MGD,leaving a shortfall of approximately 2 MGD of IQ water. There is an additional 28.5 MGD of potential 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 Facilities' Facility Name Design Treatment Capacity(MGD) NCWRF 24.1 �^ SCWRF 16.0 Total 40.1 1Information taken from the Collier County 2014 Wastewater Master Plan Update. C4-12Smith PW/6295/231366/03/01 2onit`� Springs 11, 846 41 858 NCWRF Harder: F_ IMMOKALEE RD fald t4ican Ea; Nririh Naples 951 0 0 ° 'acIden Gale 93 45 -n 41 7 84 tiapI SCWRF wRFI t1 sr l• i,itian-r 951 -944, �T 41 92 Ham-,I Lind Bland Legend WRFI 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 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 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 Irrigation Quality(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)for 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 as needed to meet peak demands.With both wells operational,they are expected to provide between 1 and 2 MGD of storage and recovery capacity.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 CSmith PW/6295/231366/03/01 oiith Springs 846 858 NCWRF N 12" 24" 24" IMMOKALEE RD tlardec ‘-•i b n 18" 1 el \ ;y raa. rtor.l=� N 951 0 O o o{den G,-,te 93 41, 45 T 41 f° 20" 76,E • • 12"24" o SCWRFi 1. XQ Nople5 , T 951 q4q4,// T,� 41 92 1.1.irr r-,I-I rind Legend lii$ wRF Existing Water Reclamation Facility 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 CDM 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 Wellsi Well No Aquifer Total Well Depth of Capacity Diameter(in) Utilized Depth(ft bls) Casing(ft bis) (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 '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 Maximum Number of Annual Monthly Use Expiration Permit Aquifer Utilized Permitted Date Allocation Allocation Wells (MG) (MGD) Lower Tamiami 21 1,261 147.2 11-00013-W 5/23/2031 Upper Floridan' 4 - - Totals: 1,515 148.9 'Information on existing wells taken from CUP#11-00013-W. '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 Ceniilth PW/6295/231366/03/01 O A 0O _ T > z 1 x I 1 D u M ® v VS O Z jci ' LEE CtIUNTY I -- 13 Co o 4, ® 1 r I m _. — rP I �1 I m s a 7 V I I \ �,� 0 < O I C k R I z I m m -e—I I ` l I ( 0 , , - Lr-- 1 -1 4( , m ' Z !_ . v I o vt -'� a a3da3a N � mom, i > _ > " 1 - ®; r' mcc 8 -n O CI) 1YNV E } m r I m0Ntn C o -gyp Ti I 8 3t_ f -I %n > =i sa 'WS . ez *YS. Fri 0 s z I P U /4) �8 22-._ __ 8 j __ -- M cncl 3v _l Ai s 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 Wells1 Aquifer Total Well Depth of Well No. Diameter(in) Capacity(gpm) Utilized Depth(ft bls) Casing(ft bls) 7 LT 225 140 6 400 8 LT 315 230 8 200 9 LT 275 250 8 225 10B LT 275 236 8 225 11 LT 278 234 8 250 12 LT 200 140 8 350 13 LT 200 140 8 350 14 LT 200 140 8 350 102 LT 200 154 6 400 103 LT 210 140 8 200 104 LT 210 128 8 350 105 LT 200 140 8 350 106 LT 200 140 8 350 107 LT 200 140 8 350 201 LT 180 100 8 350 '... 202 LT 180 100 8 350 204 LT 195 105 8 350 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 COM PW/6295/231366/03/01 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 2.00 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 CapacityRaw Water Facility Name (MGD) RequirementZ Source Alternative Water (MGD) Supply Jerry V.Warden WTP 2.25 2.36 LT Traditional(Fresh) Airport WTP 1.35 1.42 LT Traditional(Fresh) Carson Road WTP 2.00 2.10 LT Traditional(Fresh) Total 5.60 5.88 - - 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 Facility Name Tank Volume(MG) Usable Storage Volume (MG) Jerry V.Warden WTP 1.80 1.80 Carson Road WTP 2.00 1.50 Airport WTP 0.75 0.75 Total 4.55 4.05 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 WRF is rated at 2.5 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 Facilityl Facility Name Design Treatment Capacity(MGD) IWSD WRF 2.50 Total 2.50 '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 of Annual Average Maximum Aquifer Expiration Day Monthly Consumptive Use Permit Permitted 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 1CUP(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 and SA 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 Aquifer Total Well Depth of Well No. 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 Smith 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 Traditional/Alternative Facility Name Capacity Requirement2 Water Water Supply (MGD) (MGD) Source 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. Csmith 4-21 PW/6295/231366/03/01 Section 4• Existing Water Supply Facilities e"1 Table 4-19.Summary of Existing AMUC Water Reclamation Facilityl 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/6295/231366/03/01 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 30.47 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 Csmith 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 may be 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 Surficial Aquifer System (SAS)and Intermediate Aquifer System (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 5-2 C math PW/6295/231366/03/01 Section 5 a Planned Water Supply Facilities credits in accordance with new Florida Department of Environmental Protection and SFWMD 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 Depth of Well No. Aquifer Depth(ft Casing(ft Diameter Capacity Utilized bls) bis) (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 'Information 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. cSmith 5-3 PW/6295/231366/03/01 BONITA BEACH RD 41 846 NERWTP •'o i`-VO 858 OTWTP IMMOKALEE RD 951 NCRWTP • • • o • • • • 0 0 0 0 m93 SCRWTP 45 A 41 84 951 -94q4,/ T: 41 92 Legend • Existing Well o Planned Well Existing Water Treatment Plant lOtl Planned Water Treatment Plant . "\/ Existing Raw Water Transmission Main /\/ Planned Raw Water Transmission Main FIGURE 5-1 L. 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:Esti,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/27/2018 Section 5 6,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 Facility Name Funding Source Feasibility Property Designs Permitting Construction Study Acquisition 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 WTP5;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. Smith 5-5 PW/6295/231366/03/O1 I BONITA BEACH RD ,•••••••, 41 NERWTP 846 WTP WTP 858 IMMOKALEE RD OTWTP NCRWTP WTP 951 O 0 CD SCRWTP 45 „ 11 411119 0 84 951 T kvz 92 Legend WTP Existing Water Treatment Plant WTP Planned Water Treatment Plant FIGURE 5-2 N COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN EXISTING AND PLANNED CCWSD POTABLE WATER TREATMENT FACILITIES 0 1 2 3 4 CDM Miles ��'th Service Layer Credits:Esri,HERE,Garmin,©OpenStreetMap contributors,and the GIS user community-9/26/2018 Section 5 a Planned Water Supply Facilities Table 5-3. Summary of Existing and Planned CCWSD Water Treatment Facilities' Design Raw Water Raw Traditional/ Project Facility Name Year Capacity Requirement2 Water Alternative Identified Online In (MGD) (MGD) Source Water Supply LWCWSP NCRWTP MF Online 12 14.64 LTA 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 LTA Traditional(Fresh) N/A NERWTP Phase 1 2027 1.25 1.53 LH Alternative Yes LPRO (Brackish) NERWTP Phase 1 2027 3.75 4.58 LTA/HZ1 Traditional(Fresh) Yes Ion Exchange Total IIMESSEM 70.46 - - - 1Information 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 Facility Name Funding Study Acquisition Design Permitting Construction Source Year(s)of ` m 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. Csmith 5-7 PW/6295/231366/03/01 BO1JTA BE&CH RD j m /® 846 G -_ I i 858 NDi'iF4 :10 4 _- --1---. iL _Lr - _ --f-__i IMMOKALEE RD OTWTP Ped:lc.Di _.,,e,', l -1• ' l 951 CARICA BOOSTER STATION io. o i—' o o G r Iden 1:-..4- ,-- Green Blvd Booster PumpStation Tank � 93 � m 0,..._47- i,-- f______ Golden Gate WTP Tank 41 x _`____�'t 1 lIP 84 it, , L€4, MANATEE ROAD ASR iir i MANATEE BOOSTER STATIONrd. t�--t�. 951 T-94,, i I T'Qq Q 41 1111 92 ISLE OF CAPRI BOOSTER STATION - I — Liam-,IF-h-tnd Legend t, .r.Il,,r:ri 0 Existing Potable Water Storage Facility GOODLAND BOOSTER STATION O Planned Potable Water Storage Facility ,/'v' Potable Water Main (>= 12") FIGURE 5-3 J-, 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:Esri,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 'Information taken from the Collier County FY 2017 CIP Update. 'Storage 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 Design Permitting Construction Facility Name Funding Source Study Acquisition 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. CCU 5-9 PW/6295/231366/03/01 16" BONITA BEACH RD ,tet la 12' et 846 36" ..." ,.., 1 " i ry 18 858 TIE 12" 30"12" i 24" ‘fait IMMOKALEE RD N Zp A VIE 30" 6" 22" P‘1(3N 12'. ;4" AYS G) O • O v rill- 93 • -1p m 45 le 41 1 12" v CPv ra •. 84 • is M 20" w 1141‘ ,:' fill ,..... 76• ^ryN ilipAlb 72 ppli 76,„ 72,,T 951 -94 q4T it9j< 4-.."..j 41 92 Legend /\/ Transmission Main /\/ Potable Water Main (>=12") N FIGURE 5-4 1, COLLIER COUNTY 10-YEAR WATER SUPPLY FACILITIES WORK PLAN A EXISTING AND PLANNED CCWSD POTABLE WATER TRANSMISSION MAINS 0 1 2 3 4CDM Miles Smith Service Layer Credits:Esri,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 Facilities' 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 Feasibility Property Funding Design Permitting Construction Facility Name Study Acquisition Source Year(s)of Ex NEWRF Wastewater Complete Complete 2021-2022 2021-2022 2023-2026 Impact Fees sEN mith 5-11 PW/6295/231366/03/01 onita Springs ® 846 NEWRF 41veul 858 NCWRF FJ i 11=•= F IMMOKALEE RD P 4ican Ear t k1th tJar lr 951 0 c5;041 Gat F; 45 41 84 Napief: SCWRF FJar mancfr 951 T 41 92 Mares,1`:land Legend rz, 4land ' I Planned Water Reclamation Facility "R'I 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 CDM Miles Smith Service Layer Credits:Esri,HERE,Garmin,©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 Facility Name Funding Study Acquisition Design Permitting Construction Source Acquisition 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 User Fees TBD TBD TBD TBD TBD Piping from ASR Site 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 0 cof these wellfields and WTPs are illustrated in Figure 5-6.The 16 wells maintained by the Smith 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 Wells1 Well No. Aquifer Total Well Depth of Diameter(in) Capacity(gpm) 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 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. C5-14 Smith PW/6295/231366/03/O1 (0 N) -4 ,-;) 8 )1111111110- Z 1 ' II x I I 1 I 1 * I > u) M 0 1 73 1 CO 1 ••1 -4 I I 0 I— I I— fii 23 __ I . -'., l..2 , , 0 ' I o C Z ---I Cn 0 i 1 ED .k 1 - — ON N3dd3d N 1 o M * o g U) -n __I x m 0 g 1 E 8 -0 r71 4 r,•—, 1 0 -a c,f) -n r c CJI 2 DCJI M >PE g ii 0 > r c t F ....71 A , g_ E3Z 'WS 0 To ) cn r q k v M u) __, . * 1 i N.m , 0 1 _ U coE -<> t 73 *M > 1 ---1------ 1 -o — ,,, _. 1 kif P , 1 77= I ,. > ..___ /•""b Tr-i / 41) P FA 730 / > o _....---- M wan 3 ..... MI 3 0.1 = 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 Source (MGD) (MGD) Water Supply LWCWSP Jerry V.Warden Online 2.25 2.36 LT Traditional N/A WTP (Fresh) Airport WTP Online 1.35 1.42 LT Traditional N/A (Fresh) Carson Road WTP Online 2.00 2.10 LT Traditional N/A (Fresh) RO WTP 2026 2.50 2.63 FA Alternative Yes (Brackish) Total - 8.45 8.51 - - - '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 2.50 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 Smith 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 Water Capacity equirement2 Water Identified In Online (MGD) MGD) Source LWCWSP Supply AMUC WTP Online 1.0 1.18 LT Traditional Yes (Fresh) AMUC RO WTP 2025 2.5 2.95 SA Alternative Yes Expansion (Fresh) Total - 3.5 4.13 - - - l 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 Adak Year(s)of Execution Funding Feasibility roperty Facility Name Source Study cquisition Design Permitting Construction AMUC RO WTP TBD Complete Complete TBD TBD TBD Expansion p p 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/6295/231366/03/01 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 Cemith 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 areas 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 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 162,646 203,128 229,840 255,809 Level of Service Standard(gpcd) 150 150 150 150 Required Treatment Capacity @ LOSS(MGD) 24.40 30.47 34.48 38.37 Total Permitted Treatment 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 27.60 22.28 18.27 19.38 Raw Water Requirement(MGD)3 29.76 37.17 42.06 46.81 Permitted Amount(MGD Annual Average)4.5 55.53 56.18 56.18 56.18 Permitted Surplus(Deficit)(MGD)6 25.77 19.01 14.12 9.37 1 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. CDM tlt 6-1 PW/6295/231366/03/O1 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 1.05 1.05 1.05 1.05 Facility Capacity Surplus(Deficit)(MGD)3 3.89 3.67 3.53 5.85 Raw Water Requirement(MGD)4 1.79 2.03 2.17 2.36 Permitted Amount(MGD Annual Average)5 4.15 4.15 4.15 4.15 Permitted Surplus(Deficit)(MGD)6 2.36 2.12 1.98 1.79 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 Smith PW/6295/231366/03/01 Section 6 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) 81 81 81 81 Annual Average Daily Demand(MGD) 0.24 0.47 0.73 1.03 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 0.76 0.53 0.27 2.47 Raw Water Requirement(MGD)3 0.28 0.55 0.87 1.22 Permitted Amount(MGD Annual Average)4 1.16 1.16 1.16 1.16 Permitted Surplus(Deficit)(MGD)' 0.88 0.61 0.29 (0.06) '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. 'Calculated by subtracting the Raw Water Requirement from the Permitted Amount. cSmith 6-3 PW/6295/231366/03/01 Section 6• Facilities Capacity Analysis This page intentionally left blank. 6-4 CSmith 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: In an effort to conserve water resources,the Collier County Board of Commissioners enacted the first water irrigation ordinance on September 26, 2000 with the adoption of Ordinance No.2000- 61.Ordinance No. 2002-17,adopted on April 9, 2002,supplemented Ordinance No.2000-61 with more restrictive irrigation hours and operational requirements.Ordinance No. 2015-27,adopted on April 28,2015 and titled"Water Conservation Ordinance for Landscape Irrigation,"repealed and replaced the first two ordinances and provided for local implementation of the SFWMD's mandatory year-round landscape irrigation conservation measures pursuant to Chapter 40E-24, F.A.C.The provisions of the County's ordinance mirror the rules of the SFWMD but apply to all water resources,including IQ(reclaimed)water,which is exempt from the restricted hours of irrigation under the SFWMD's rules.Collier County seeks to conserve their valuable IQ water supply as they do with their potable water supply.As such,the Board initiated an ASR program to allow for the storage of excess IQ water that can later be withdrawn to offset peak usage. Other water conservation measures implemented by Collier County include: ■ Enforcing the use of low-flow plumbing fixtures pursuant to section 604.4 of the Florida Building Code,Plumbing, 6th Edition(2017); ■ Landscaping standards in the County's Land Development Code (LDC 4.06.00)that encourage the use of native and drought-tolerant vegetation and properly zoned irrigation systems through xeriscape; ■ 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 water, to reduce irrigation withdrawals; ■ Filter backwashing at the SCRWTP to eliminate water lost in cleaning filters; Csmith 7-1 PW/6295/231366/03/01 Section 7• Conservation Regulations and Practices • 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 only high-use consumers. • Requiring subdivisions to have separate potable and reuse water lines and prohibiting the use of County potable water for irrigation where other sources of supplemental water are permitted and available (LDC 4.03.08 C). 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.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.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. CCWSD has made significant strides towards improving and enhancing the efficiency of its 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 had been maintained below five percent for eight years starting with 2008,markedly lower than preceding years,but peaked again in 2017 for reasons outlined below. Four noteworthy events during the 2017 fiscal year significantly impacted the amount of unaccounted-for water loss in the CCWSD's water distribution system.The cumulative effect of the following four events was an anomalous loss of water compared with the previous nine years: • Catastrophic impact of Hurricane Irma,which caused more than 100 water main breaks, over 400 water service breaks,and damage to numerous fire hydrants,resulting in a total loss of system pressure and nearly a complete dewatering of the distribution network, • Repeated flushing of an inactive 6-mile long 36"water transmission main,constructed in 2005,to bring it into service, • An unusually active wildfire season that required water for combatting blazes that threatened homes in the Rural Estates and along Collier Boulevard • Two large-diameter water transmission main breaks near the intersection of I-75 and Collier Boulevard 7-2 Smith PW/6295/231366/03/01 Section 7*Conservation and Practices Figure 7-1 CCWSD Unaccounted-for Water Loss from FY2004 to FY20181 15.0% as 12.2% 12.5% , '0 10.0% co 10.0% 8.5% uc 7.50/0 •.• • 5.4 ' 11 11 1 % 4.5°' 4.9% 4.6% o ° 111 IPHUIU3.33.1% 11 1 1 1 1 a. ° co 6, O N M d I-0 1/4.6 n CO O O O O O O rl i--1 r-I 1--4 `--1 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 Fiscal Year 1 The CCWSD Unaccounted-for Water Loss from FY2004 to FY2013 was taken from the 2013 Plan Update. Specific projects the CCWSD has completed 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 an additional 20 valves per year to facilitate positive and timely isolation and reduce water loss in the event of a water main break. • Mapping new areas incorporated into the district,including Golden Gate City,and North East Service Area(i.e.Orange Tree Utility)to locate and record valves (and other appurtenances) in the GIS database so that water loss can be reduced by timely isolation in the event of a water main break. • 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 to ensure the accurate measurement of authorized water usage accounting and billing.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 in FY 2019. • Continue utilizing a GIS-centric enterprise asset management system (Cityworks)to record the frequency of water main breaks by location and identify areas where water mains need to be programmatically replaced,reducing the potential for water loss. Cspmith 7-3 ;W/6295/231366/03/O1 Section 7• Conservation Regulations and Practices • Changes made to the Utility Standards Manual require developers to provide automatic flushing devices (AFD) at dead ends and mid-points of certain looped water mains to maintain disinfectant residuals.AFDs discharge less water over time in comparison to manual flushing through fire hydrants. • Collier County is actively completing water main looping projects and requires all new potable water distribution systems to be looped.Looping conserves water by eliminating dead ends which must be flushed to maintain minimum disinfectant residuals. • Collier County's water main looping projects that have been completed over the past five years are: o Wilshire Lakes, o Tree Farm 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. • Utilizing leak detection contractual services to identify leaks in older areas of the water distribution system and programmatically making repairs to reduce water loss. 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 7-4 Smith PW/6295/231366/03/01 Section 7 a Conservation and Practices 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. 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. csmith 7-5 PW/6295/231366/03/01 Section 7• Conservation Regulations and Practices 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. 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 7-6 CSmith PW/6295/231366/03/O1 Section 7 e Conservation and Practices 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. smith 7-7 PW/6295/231366/03/01 Section 7• Conservation Regulations and Practices This page intentionally left blank. 7-8 Smith PW/6295/231366/03/01 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 CCWSD's water supply development projects identified in the Work Plan are per the update done for the 2018 AUIR. 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. Csmith 8-1 PW/6295/231366/03/01 Table 8-1.CCWSD Capital Improvement Projects' Funding SourcProject No. Project Name FY 2019-20232 FY 2024-20282 411 -Water 70194 NERWTP First Phase online 2023 $ - $ 82,500,000 411 -Water WTBD1 Sub-Regional Transitional Capacity online 2020 $ - $ - 412 -Water 70196 Tamiami Wellfield-Two Wells $ 3,100,000 $ - 412 -Water 71057 Membrane Treatment $ 1,100,000 $ - 412 -Water 70104 Variable TDS Treatment Bridge-the-Gap $ 3,000,000 $ - 412 -Water WNEW9 Equip NRO Well 118 $ - $ - 412 -Water WNEW10 Equip NRO Well 120 $ 750,000 $ - 413 -Wastewater 70194 NEWRF Expansion online 2023 $ 116,000,000 $ 15,000,000 413 -Wastewater 74030 ICI Aquifer Storage and Recovery $ 1,080,000 $ 1,050,000 1 Cost estimates taken from the 10-year CIP update prepared for the 2018 AUIR. 2 All costs are in 2017 dollars. CSmith 8-2 PW/6295/231366/03/01 Table 8-2. IWSD Capital Improvement Projects Funding Source Project No. Project Name FY2019-2024 FY 2024-2028 TBD WW-09 New 3.0 MGD Public Access Re-Use Water System $2,185,000 - TBD W-04 New 2.5 MGD Reverse Osmosis Water Treatment ' $400,000 $11,000,000 1 Taken from IWSD CIP 2018-2023 smith 8-3 PWf62962313660301 Table 8-3.AMUC Capital Improvement Projects Funding Source Project No. Project Name FY2019 -2024 FY 2024 -2028 n/a n/a Sandstone Aquifer 2.5 mgd RO treatment plant - $6,300,000 n/a n/a Phased Expansion of Recalmation Plant _ $2,040,000 Cost estimates found in the 2017 LWCWSP. • CDM Smith 8-4 PJJI629623136&03/01 Collier County 10-Year Water Supply Facilities Work Plan Interlocal Agreement between CCWSD and the City of Naples Appendix A COPY -- CITY OF NAPLES WATER AND WASTEWATER SERVI INTERLOCAL SERVICE BOUNDARY AGREEMENT AND ACCORD AND SATISFACTION tX1 C-3 PC s. r CO THIS INTERLOCAL AGREEMENT, (herein "this Agreement") is entered into this N Liday of rt,tccj , 2009, between the City of Naples, Florida ("City") and the ` ans 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 x " District("CCWSD"). ARTICLE ONE ei. A BACKGROUND INFORMATION „d S,.> _ 1. By enactment of City of Naples Ordinance No. 2698 (passed 2nd reading on June 15, R o 1977), the City exercised its Chapter 180, Florida Statutes, power and authority to extend the cri City's water and wastewater utility facilities into specific geographic areas in unincorporated M Collier County as such areas are depicted by a one (1)page map and a twenty-one(21)page legal ' o description that was attached to and made a part of that Ordinance. a1 O �, c. 2. The County and the City entered into a Basic Agreement(the"BA")effective October 16, r r 1977. The original BA addressed only potable water service from the City to specified res geographic areas in unincorporated County (as such areas are described by the legal description y c in Exhibit "A" that was attached to the BA). The following items were attachments to the original BA:. bead 9-4 bet .s1 a. Exhibit "A" - (2 pages). Page 1 of Exhibit "A" is a "metes and bounds legal 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. o 0 0 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 1of16 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 Authorization Effective 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 o City Res. No.84-4526 August 15, 1984 AMENDMENT#2 Fully Executed .� City Res.No. 84-4598 November 7, 1984 Addendum#3 Active b City Res.No. 86-5136 November 3, 1986 Addendum#4 Fully Executed City Res. No. 86-5160 December 3, 1986 Addendum#5 Fully Executed 00 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 Notes: 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 91s` 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 0 executed transfer of title to any personal property; (b) any prior grant of, transfer of, or any other Pal right to use any property including easements; nor(c)any prior grant of any right to use personal .. r FI� 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. 4? I. 00 7. Term of this.Agreement. This Agreement shall continue for a period of thirty (30) years a' 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 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 16 • City's geographic boundaries. Those geographic areas at the time of this Agreement are depicted in Exhibit"A"attached to this Agreement. ARTICLE THREE 1. 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 Complex; 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 -• ..a 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 CCWSD; 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 00 County will disconnect the Complex and School site from the Linwood force main and 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 6ofl6 the sewage gallonage coming from the Complex(into the CCWSD's sewer system). The City shall 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)wholly 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 .1:=3, Agreement. 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 t--� and among the City, County and the East Naples Fire Control and Rescue District dated 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 P:1 Article Article Three, item 2.A.) connected to the Interconnect ("I/C") 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 4-1 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 and lift station is depicted on Exhibit"D"attached to this Agreement. .rte• 4. CITY'S UTILITY BILLING ORDINANCE. The City's current water and sewer service c rates are listed on a two (2) page schedule attached hereto as Exhibit"E". The Complex shall be 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 1. 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 ra1tt day of19 ,2009.. CITY OF NAPLES ATTEST: o / o ms B ( S BY L• 14(e,darya-1,01,‘", Y� frir ..1=2.BILL BARNETT,MAYOR .`P Tara A.Normty Clerk _' b ATTEST: , BOARD OF COUNTY COMMISSIONERS f DWIGHT_Er-BRICK Clerk OF COLLIER COUNTY,FLORIDA,AS ,,< 14'1,` r :1 THE GOVERNING BODY OF COLLIER `" COUNTY AND AS EX-OFFICIO THE 0 1 _ GOVE' 1: BOARD OF THE COLLIER P or : - .4 1 COUNT + ATER-SEWER ISTRICT ;Yr r*• rd ,,,,., ..4 � . # k By: On-rm t1 di .. .. e \`'ti - DO A FIALA, CHAIRMAN Approved as to form Approved as to form an legal sufficiency: and legal sufficiency: c,., . A- (tv �-4t' Vel .v e ey A. Klatzkow Robert D: Pritt, City ttomey County Attorney /revised 2/6/09 12:00 p.m. Page 10 of 16 , IP 1 I n I, / Ie_ 19/ 1 � :/ ' (..1`P A II oExhibit P 1 j r 4a'' ' y 3,6 :_7 } `' L o 3 1 •/ '{ Ory cr u 1 - �` r 4 r.. r 1 i ma g/ ; / ,- A V / /r a ; d. !9 AI„ ? /O t a M • / , �. i f 1 t t1 O ',' 9 .evilev / + r `"�/ ^, r / P / 1 / /t•'5 t04, \tor, /, _ I flU q v ` .., , i o ' iie V i, , _ , • -, 'I 4 % lx.r I C P g O 19 .-o 0 _..._._.fi - _ - .i ',t 11_ 0 G p J as / ,,,.;;;7,51' r"" "=' 4 iii I aahib 'c,,f,--/- '1, ° L _ \a( • 0O r 1 sik # t• (1 P �IP, _ o -, J � o wo 1 wit . Water&Sewer 5i it/ s a t Senice Areas ( =r) 6 "w ,, i C:-� ��, city d tapes,Floras y ,e(---/, p \ <,..)5 Blida 1 /` e..r.1or.. . r/ / t N T 051'11200e r G °L.11"7 •• �l.'.':I '' Da Op eltspla amies.s.kikeei MNwN.Nw�.oUlmNMI..NN•. � . •u.re...r..rrn ...rF /' 1 1 J c' ' l GIS Division f:' adw+.w..ni..ngwww ' '� NI}*amok Orda 'OWN.n.MO 'r ?; 1-1_1-1..J J I l.63es r 414.xwra•N r0.vmw..Arralt.aila.�y J� S 1 i / -:1` Page 11 of 16 uoeamino a �i eP - ___- T j'- m CO • Wi tJ 2 fil : t i 4. . Ili ss" .. ` - O ':. w �; fff i • • O el ilLJ • °' 1 , \...-- ` --, c a 1 ea Z • �� j i .-{ 1 ! tii. 1 g • At • 0 \ a t �� a!eu o ' U U o 3 2 • A 7 IOS f" 'n I{ � Ml. W VII/ YtBd•—�- .. I I i 1 • i -_ at 4 � � > v, I lid L • 6.... W 0 O 0 \ " moo. • - m m ar r • av 1 v � • #J. . ems dmiahmore •IYr 4. �y}. ciii fs / • ' '':'.••'''.:. .::;',.•••:4, • - H . iii .x•.iJn'.xa n,a ._it ` etI v ca . f • r' a. 1— (Jr !l ti z, . W , . .r. .:'...4.1.. . . .•:-, •-g3.�rT {y//��� .. a ;4..a �. . .rat .. s r ...4., .•;•_:-..,.:.t4,.:•:„,,;:„-::„, t,.,aM.. :;F, .:d ` enc .- . Z' t .•� ': C• U U , m ,. (9 (9 m C • a> o W d 2 N > O 3 ' 1 i . K •0 . \ \ o v M y • • V" v0 D+• ` \7.-------,4-,, ' N • I • \ 1 I Y.9.; . .\ _�►. \ rC 1 • • cu a I rrC I 1‘ PA \ I , . \ • 1{ ' • 11111 1j,` I 'O ca 0 0. N J u.. ° N �'. * ~ ` '1 ,.. t. \ 1 ' __ i • • Exhibit E § 30-36. Water service rates. Meter Size Monthly Base Charge (all Equivalency Factor customer classes) 5/8"-%&Prime; $7.05 1.0 1.0&Prime; 17.62 2.5 1.5&Prime; 35.23 5.0 2.0&Prime; 56.37 8.0 3.0&Prime; 112.74 16.0 4.0&Prime; 176.16 25.0 6.0&Prime; 352.31 50.0 8.0&Prime; 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&Prime;-%,&Prime; 0-7,500 7,501-15,000 15,001-22,500 Above 22,500 1.0&Prime; 0-18,750 18,751-37,500 37,501-56,250 Above 56,250 1.5&Prime; 0-37,500 37,501-75,000 75,001-112,500 Above 112,500 2.0&Prime; 0-60,000 60,001-120,000 120,001-180,000 Above 180,000 3.0&Prime; 0-120,000 120,001-240,000 240,001-360,000 Above 360,000 4.0&Prime; 0-187,500 187,501-375,000 375,001-562,500 Above 562,500 6.0&Prime; 0-375,000 _375,001-750,000 750,001-1,125,000 Above 1,125,000 8.0&Prime; 0-600,000 600,001-1,200,000 1,200,001-1,800,000 Above 1,800,000 Usage rates: Block 1: $1.14 per 1,000 gallons. • Block 2: $2.00 per 1,000 gallons. Block 3: $2.85 per 1,000 gallons. • -a Block 4: $3.42 per 1,000 gallons. tea 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 _ AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONER OF COLLIER COUNTY, FLORIDA, AS THE EX OFFICIO GOVERNING BOARD OF THE COLLIER COUNTY WATER- SEWER 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 finds 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 111 Water District. r...` NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AND AS EX-OFFICIO ;SIE CD GOVERNING BOARD OF THE COLLIER COUNTY WATER-SEWER DISTRICT;tat: z. r SECTION ONE: Repeal of Ordinance No.80-43. -- 1 fl :.. .� Collier County Ordinance No, 80-43 is hereby repealed in its entirety. 117 SECTION ION TWO: Inclusion 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. 1 __ fl SECTION THREE: Conflict and Severability. In the event this Ordinance conflicts with any other Ordinance of Collier County or other applicable law,the more restrictive shall apply. If any phrase or portion of the Ordinance is held invalid or unconstitutional by any court of competent jurisdiction,such portion shall be deemed a r. separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. lM =1 111SECTION FOUR: Effective Date. j This Ordinance shall take effect upon filing with the Florida Department of State. j PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County,Florida,this 11th day of December,2012. ':ii ATTEST: BOARD OF COUNTY COMMISSIONERS- . "; DWIGHT E. BROCK,CLERK COLLIER COUNTY, FLORIDA,•AND AS 1 EX-OFFICIO THE GOVERNING`BOARD OF THE COLLIER COUNTY;WATER- =a •84SEWER DISTRICT Alit ) THE • ��\� .' 7.............—..o� • GOODLAND WATER DIST4UC ' I •-.1 � �. �#1*-"+'`I' k FRED W.COYLE, •Jr `: ��\y��• 1 CHAIRMAN Approved a*to orm and legal sufficiency: 1 t.if e ti,A.A4 L :::.; a Scott R.Teach Deputy County Attorney This ordinonce..#ifed."*ft `the'.t Secret6ry.of St e' °f g*/ !lie- rind:jCli.nc; !ed9eme that. fi: ;9'.:..; civ,c' this. day 2 • • rt! STATE OF FLORIDA) r:. 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 4 on the 11th day of December, 2012, during Regular Session. WITNESS my hand and the official seal of the Board of a County Commissioners of Collier County, Florida, this 17th day of December, 2012 . DWIGHT E. BROCK 4A Clerk of Courts , ii,+ .G; 4i), .. Ex-officio to a f- . . & County CommieFsLoss A - - . 4700,4 •�`f By: Martha Vergara';, . Deputy Clerk Collier County 1.0-Year Water Supply Facilities Work Plan Agreement for Potable Water Service Calusa Island Village (Goodland Area) Appendix C 16 C2 AGREEMENT FOR POTABLE WATER SERVICE CALUSA ISLAND VILLAGE (GOODLAND AREA) 41 The effective Date of this Agreement is the b41 M"'day of March, 2004. e7 70 r, g THIS AGREEMENT FOR POTABLE WATER SERVICE to be provided by the County F 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 m e Collier County Water-Sewer District and the Goodland Water District hereinafter (the "County") S 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 • ea o ten (10) years to recover some of its costs if and when other specified lot(s) or parcel(s) of land v. E N O connect to the subject system. � � w w e* [r RECITALS WHEREAS, Developer requests the County to supply potable water to and for the 1,1• a' v r � Development Site (which Development Site land area is described in Exhibit "A", attached E hereto); and o WHEREAS, the proposed Development is in need of a supply of potable water from the Fa A C County to the Development Site. The total anticipated water demand from the Development Site - • ea •• a m may not be available from the now existing Goodland water utility facilities, and these facilities r o 1--i 00 may have to be rehabilitated, renewed and/or upgraded before the County can provide the total 51 o potable water demand required by the Development Site; and WHEREAS, all lots except those noted in the Chart (page 4) are grandfathered against co ma coma reimbursement to Developer and each such lot has a claim to water capacity from the facilities that is superior to the reserved water rights of the Development Site, and one (1) or more of such N C+ CP CO vested lots/parcels could possibly request water service from these facilities anytime during the a 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 C2 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 (10) year reimbursement time frame 2 OR: 3518 PG: 1803 1 6 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 I 6 C2 Chart Area/Property of the Non- Future Estimated Future Vested Lots/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 applicable 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, fire flow, quantity and quality of water for service to the Development Site. Subject to adjustments as specified, this estimated sum of$173,200 shall be paid to the County as follows: 5 011: 3518 PG: 1806 6 C2 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 602 Agreement in utmost good faith and that termination of this Agreement shalla 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 Liabi 'ty Compan First Witness Robert M. Re d, II, as Manager Printed rpe; ,n. a- ,f First Wit ess L r P' d(typed) name of 2°' Witness ACKNOWLEDGMENT STATE OF FLORIDA) COUNTY OF COLLIER) The foregoing agreement was acknowledged before me this (et day of January, 200 onal2 lv -by ROBERToM.CREED, Io me s Manager of the• ,,. •-, IslandVillage,Identification: cp-eirs -41/0/gle ' r9. G;1YCCMMSSIONV#c�s�s�as2 Notary Public, State of Flo ida My C. s=� • t_ nt� mber 28,2004 bro bl r�Public Undarwmar s - Typed,printed or stamped name of Notary Public BOARD OF COUNTY COMMISSIONERS WWII T-0, 3 OC ;;Clq‘k, OF COLLI OUNTY, FLO' DA -_I By:ee, is '- ,p.(-By: --- - -AStlitilty ale,'% OR: 3518 PG: 1809 I602 Assistant County Attorney 9 OR: 3518 PG: 1810 EXHIBITS FOR CALUSA ISLAND VILLAGE AGREEMENT 1 6 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 , • -1dNI 1230 Allldfl0)300d 16C2 & i is?Ail tin'11'gaarq'a ...:_ •. � — r — g6�g6f.�,RB �a�(a#a5e�g _� a t ..nrr q 1 aeGi al.� aF=oa.a36:iQ6 n 1 f s •' a �.a �� aQ� aX� . E g �iE�p$kliad i t O .� RBa�a s .pp0 N v 4 o 1 dXg 1 € - c l •1 it �1i '..5.' ar 4{ Eo 5 l ),tfiti—a�i! a �` 'C RRr N la :?z L__...._ I 1 saltr\ it f . I li ' a 1 61 I' ` i`,t . . F n l 131., li 5 •J tn s iq6!' 5 �' i iii 11 t t .4 iii 1 it- VPI ,,, . - i i� . I. :1sC 1: '' !\\1\, 5141 01,411 'RN L i lim, ,._,t . i ill a • 1 1111 tp, I e ig e it I' i - q I . .' . ! i !St pp m al e' _ a "=___ a O I t tl c -' -_ I =_== C] •• ii t . i' 1. t - , �"y; y; i pgp Y 74 P e mo .,\ i, ' j1 i -� i-a to _lisp ! . o A j r �1'IRC g'iXr q q t . 'i:y:_ —Ame 1 a;.e E 6i :SE,� .6 X Da . a ii� Ili a i61 ii 1 q" is Vit. ! �? • pi '� r I 'x e l' X"q 16 li /+►y [; 4 3 r 9 0 1 a k P. ER �, V 118IHX3 IIon 1;1 1 0 a 1 gill 1 �g;- le{kX 5 I l� li 11$ is q al : OR: 3518 PG: 1812 _ EXHIBIT $ 6 C2 • • • -n Q P o O O O frDCV y r r I ci ^3rt. rn c9 I1tUU cv rJ -' a o - G H y tr0 n VI CA y 'e. O. 1 z' El Lc. °^' • Q° °� a- v co a x CD 1 w3 .J CI rI A c7ei' - t3 �' 1 C T 1 Gn � w wHc ( a d ro tic ` 0 n -g. 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VILLAGE : 1:431 5,-"ttfr---tilx'40. 4tvikl'''S,'' •- /- ..,,,v•-•""..-:. I. 4 • • • • :._:__±.-.. --,.. - .4 , ' , .,,,,,"*:-`V.:-,-•.-:,-Y. t.`:-.-7al'aFf4M4i.sitikl..-y -, \ , . _.. ,‘.,---- ....-.1e1,1-1. •••1 • L5'.•••:;•...". ....,44 ..orn...,"It”., . - ' ... t .---•-.7.1;:•1fr... ..)PVVC'IC-F7457*?"' .5' ; ., ...1„..., et t 1 N - I „„,„,,z,,,N, / c, ".• '' - . -/./ ' 1-. 1.73 r . irom. ICI . .‘ \,./// ,,,2-1 I 1..,,.6..,.., • - , co MARINA ., •••,,„\ \ tlka--.. - f-.61-- i •i . \N.,. : ‘0, -s.,.7 Iltoiri... „ . • .\, ,,.,._,. ; PALM AVE. TRACT s... g Z -C! • \\N ./_ '; DEVELOPMENT) 0 'a. .. 8 ..f.-- ---......... ......."'., -- „.... 1. .' Cr— C•I PI t \-..I"' .FUTURE PARK •....------.. = t \ • t e• . ..„.1 1 o . (---- . . " CHOW:BY PRO .ECT ECT No. C•4 930 Encore Way F.J.F. 20[0.020 8 • FL. 34110 NON-VESTED L (V DRAW BY: CAD FIE NPAE: k A Ponon121375 254-2000 C.C.0. 020204int 04 g --• • • , . .:. Rod Cernfloate of LOTS DATE: OMIT-DEM o: 5101551U1113.31111815 AuthodzatIon No.1772 11/03 2 5 • • ,i5y• .•.fes.,. r✓ .. - ::....,----:--:!-,--4".,• e�'- wrr�-_" n.--: .... - _ r ....... _� �, -. - -� EXHIBIT C ';,`,"�' 1. .�- ;� '" a•,�-..r ,1 °#sem ;t , PAGE 2 OF 14 ,' P nd1 6 c2 1 Dav:d M.Nsrden,Dim./- ',}#;''' Dept-.oi Reel East*feniaaa REC y RAIIIT OW. [`Altanab if P Y �-�eD3250&W.ThirdAratre *11s� Wend.Flcrtda 13i2s N�____ 4 moo .0a 1 41 v1.113 St5DMVTOR31 sada thio34311 Y og do _L!tLzsaArr A.D., 1982. •. �`=' b treen D Li'Ot9A 1.4ED & LAVa9'x T CORP., a Florida corporation, f s•••.= hex ainefter referred to em the `Grantor` end 4ARi. 1 V6U2CA1 I , c a as y generel pezteerzhip, whose mailing address to P.O. Mas Q klorida a 1' i d3?G, Peeler., rZerida 31841 horeina'ter referred to aa the ,.,. 4 'Grantee`. a ,. 5 t That tha timid 4rentor, far end in aonaideratian or the eua i of Tan Dollere (®1b-.OU) and other good and valuable conaideratiost, to it in hend paid trey the said Grantee, the O E cm Irocuipft and au_•ficiency whereof to hereby acknowledged, hal vA as E m 49grented, bergained, mold and conveyed to the .said Grantee, its y tars �! ' oucaansorm and arraigns forever, the following described land M2 . a£tuete, lying en4 being in the county of Collier and State of - - i. v plcridn, to-hitt W F a (Sea lesefeTT °A• ATTACHED HCRETO AND <r 6Y M2FRARUCG {LADS A PAR? HEREOF) ~C 47.1 Thia deed in executed subject to the following terse and tt--.i 11 conditionerao i F+ 7 4=6 1. The Grantee ehall be responsible for the ad valorem Lassa n'l all catsesesante, if any, imposed upon the real property req': ^.+-.:� vrith the 1988 tar year. 2. Taw Crontee takes the property subject to all eaaementc, soling and o,...bez restrictions end reservations of record. :he said Grantor does hereby fully warrant the title to said k f :'I lend, and will defend the name against the lawful claims of all g.reone ttaoa zoever. 11 A TO =AV& P3:D YO SOLD the preniaes herein granted unto the k Grentoe# its aucceaeora and assigns in fee einple forever. kl Received$ I l' Ski•n ccumentety Slamp Tax " Received$ Class"C"IntirtjibIo �_flemodal Prooxrty Tax COLLIER U.NTV CLERK OF C RTS 1 s a:. K ttitt.7'ia(tat-S POOR QUALITY ORIGINAL EXHIBIT C - PAGE 3 OF 14 .,...;, ,..,...:4-:-4....±-,:z...,1,7-:.;:,11... '�: - - `'�;. --.:�. • ��._. _:•��:x-='1ST��....c��[f�` i.-i;�s�.z?�fl��=ice- :.�•�' r 'l *N1 wirt..r.t2 s1Y3F.t Jrr•the grantor has caused these Presents to be signed in its name by its authorized officers and its Vg co!posi._e gaol to bu .ffixed the day and year above written. i d sea d and d.!iverud n 4 INVm9TSMIT CORP. >J.i1 f ly ., AtEL4RMA LAND "``Q ptai:3.cs _Oil _f ./ et, e , _ sYt Via. G { President I. NA r ATTRBT t `'�� •s aCorporate Co tflrx„ . 1,, •" ; --- . _EXHI-$IT C --• j..�2; _si± :4.-::.; h-r-;e:.xF...�q_ .,;y,. _...;r.;::..w .-u' .; ._ z" 14 5-';KN= �•_ z'': '- _ ?r: PAGE 4 OF .FMK -- 16 c2 1 _. .._ • .. .. ;4 ; - BXHIRU 'd' 7. i . -gal Ae®OrlA14 ' ,,4 Zia aa`o `- 5 ., . a.titkoPe tet tete rY • A pn;oel of lend, lying in and being kart of the plat of MARCO ' 'iBEWM WILT alarEBW,, aac tiding to the plat thereof ss recorded in ' lgat-Eoo{t- 6, Pa2l6 117. thruugn 119 of, thg Pub1 i0 A.00rda or .1 Cv1l1GC County, Florida, end pact of the p,at-of 7AACO DRACS OMIT ;y. . IT, e..c- ming tC the plat thereof as recorded in Plat aoeta a- - `.. Fapoo 1,.5-3 through 10-A of the Fuolio keoords of Collier cl County, Florida, being none particularly described as tallows, Rlf'.lIE' at the Northeast oornor of Rection 24, Township 52 South', Rangy 25 salt, Collie: County, Florida, said corner being on the Beoterly p ;s`, bo!endsry of ai'oceeaid Macao leach Unit 9Ts-teen; p _hnnee run *long said 6astarly plat boundary 30511Q'42•8 a 3 dia_c:,co 512.11 feat; thence Ieavinq saki Eaaterly plat 3++ 5ound!ary B8" 23'd9°s' a distance of 691.30 teat to an intocsaction with the Lsuuth+ltrly plat boundary of'said Unit Blateen; thence along said Southerly plat boundary run N®2°26'27°W a diatance of '15.5: feat) thence leaving said Southerly plat boundary run 1.105°42141°0 a diatanco of 403.93 feet; thence N27622'45'8 a ; distance of 553.67 feet; thence N32.12'50'8 a distance of 24.10 F. i+feat; thence N49°53'0218 a distance of 25.20 foot; thence �Q 00044'1i'3 a distance of 16.65 feet, thence 854°09'21°S a ,....., Distance of 16.54 feet; thence 839001'14°E a distance of 24.51 'r. -' fent; thence E53`46'47"s a distance of 104.06 East; thence :' 14€13°90'43"E a diatance of 139.38 feet; thence N05'11'20-'W .a W ' distance 'of 907.73 feet; thence"887°01'44'4 a distance of`27.55 C-Ti � feet; thence 'B8f'2'2'30"4 a distance' of `.9.90 feet; thence tt F"'' `9 8;11.°44'08°:9a distance of 27.06 feet; thence NS4'54'10'ia a distance of 33.20 feet; thence'1179°42'58°W a diatand-e of 30.86 feat; thence 1483'12'28'W a distance' of 32.30 feet; thence N75•41127°W a distance of 37.41 feet; thence N77°20'0794 a r.• distant' of 37.95 feet; thence N67°31'59•W a distance-of 52.09 -- • • `�5; feet; thence ;(63.37'i5'W a diatance of 35.56 feat; thence 1153°43'36°t4 a distance of 30.56 `feat; thence N43°00'19`4 a • diutence of 24.03`-feet; thence N34'31.'54°W a distance of ,19¢.60 • font to an intefeectlon with the Southerly Right of Way Line of 8tato Road .ho. 92-A (100" wide Right of Way) as shown on afereeaid plot of Marco Bench Unit Twenty; thence sun the ; following _courses along said Bouthecly Right of Way Line, ; 84S°02'43': a distance of 186.86 feet to a point of curvature of . a circular curve, 'concave to the Northeast and having a radius of 369.31 f+�et; thence Southeasterly Tong the arc of said curve thcouh a central angle of 43°34'30" an arc distance of 280.11 •.'� foot to the point of tangency; thence 968037'0991 a distance of 173.97 goat to the Easterly plc: boundary et aforesaid Marco Beach Unit Sixt9en, said plat boundary also being the !Moberly line of Section 13 of aforesaid Tcpnskip 52 South, R°nge 26 '< Leat, Collier county, Florida; thence 005°20'436B along said plat boundary and section line a distance of 1293.57 Soar to the Point of Beginning. • Containing 15'.02 acres, norm or less. • ' 4 7. .y1 Rv.N.a.,,. ._.r.rY.- ral.l t'On.[.el 0.nAJ1 of ; �.: JAf,ER Mti71Y.8,04104 k L..0 6hES,CtEkK I :Jr • I POOR QUALITY ORIGINAL 1 EXHIBIT C PAGE 5 OF 14 2711148 OR: 2741 PG: 0874 was f1 OBICIu nom of mum azon, Pt it/as/a$A at !:511 !!Isar L m wm t all I15NN.N NON 11.01 • Nt-.1i 5$75,N This instrument prepared by: ' DAVID C. BOURGEAU fTtlt!Ilii i 1111W! SWAIaM & BOURGEAU, P.A. tIQ Q 2375 Taniaini Trail N., Suite 308 • ' Naples, Florida 34103 • Property Appraisers Parcel Identification Number: :4,6:39,...294_17.!„-- WARRANTY 639,..29 7:S WARRANTY DEED O THIS WARRANTY DEED made this 31st day of October , 2000, by _ GOODLAND. INC.. a Florida corporation,, hereinafter called the Grantor, to PALMER RANCH. L.L.C.. an Illinois Limited Liability CA' cry Company whose post office aAaress is 65S Center Road, Frankfurt, IL 60423, hereinafter called the Grantee: 0' WITNESSETH: That the Grantor, for and in consideration of the G.A sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, �--' remises, releases, conveys and confirms unto the Grantee all that certain land situate in Collier County, State of Florida, viz: ~� SEE EXHIBIT "A" ATTACH HERETO AND INCORPORATED HEREIN Subject to zoning, building code and other restrictions imposed by governmental authority, outstanding oil, gas and mineral interests of record, if any, restrictions and easements common to the subdivision, and ad valorem real property taxes accruing subsequent to December 31, 1999. TOGETHER, with all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantora is lawfully seized of said 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 same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing l R subsequent to December 31, 1999. `4' I POOR QUALITY ORIGINAL EXHIBIT C 1 �_ ' PAGE 16C OR: 2741 PG: 0875 IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. ed in ,the P :ence of: . ‘111 _ At t� GOODLAND, INC. , W 'nems #1 -- Si._�:tore a Florida corporation. ae`tr- '-4 BY: C Witness #1 - Prin lr• Name J.E. `Curcie, as its President 'tillltl ►�lC+ P�: P.O. eox 126 + 'E igria •re Goadland. Florida 34140 Post Office Address Witness #2 - Printed amePcJ (Corporate Seal) w STATE OF FLORIDA COUNTY OF COLLIER 1-0 The foregoing�i�sYrument was acknowledged before me this 3/ day of Oe 'X� , 2C00, by J.E. Curcie, as President of GOODLAND, INC., a Florida corporation, who iseitsflonally known to me or who has produced " -' o0 �as identification. • Noty yu,blic Signature Notary Public Printed Name My commission expires: (seal) !ieh wmisslionmweim irll riv tl s i POOR QUALITY ORIGINAL EXHIBIT C 1 -5 C2 f PAGE 7 OF 14 *ft OR: 2741 PG: 0876 **ft EXHIBIT ' - To all that certain real praperry situate,lying and being u the county of Coilier,State of Florida,described as follows: - ta ( 1 The upland portion of a parcel of land lying in Tract 2,of Block"X", c. GOODLAND ISLES,as recorded in Plat Book 6,Page 7,Public Records of Collier County,Florida. 00 Beginning at the Southeast'corner ofLot 24,GOODLAND ISLES,FIRST ADDITION,as re orded in Plat Book 8,Page I,of the Public Records of Collier County,Florida;Thence South 16 degrees 06'17"West 64.00 feet to the point of curvature of a circular curve concave to the Northwest having a radius of 50.00 feet;Thence along the arc of said curve to the right for a distance of 23.21 feet t ru a central angle of 26 degrees 35'42";Thence South 15 degrees•44'47"East 27.28 feet;Thence South 16 degrees 06'17" *est 94.03 feet;thence South 55 degrees 38'23"East 216.47 feet;Thence North 16 degrees 06'17"East 295.43 feet to the point of curvature of a circular curve concave to the Southwest having a radius of 100.00 fee4 Thence along the arc of.said curve to the left for a distance of 181.41 feet turn a central angle of 104 degrees 00'00";Thence North 87 degrees 53'43" West 117.28 feet;Thence South 02 degrees 06'17"West 95.00 feet to the Place of Beginning. POOR QUALITY ORIGINAL 1 _ _ _ . 16C� EXHIBIT C . - PAGE- 8 OF 14 ..._—..•.--4:-^r.--,--.7.--.--.. -y _ -- : -,-i... ' c''. n-�• 1�" 4 es•nv Mw Drat uti ict 4t. McRte. Attorney ' ., I,./Roane 995:Barth Collier blvd. 1026 001 B95 Mare® Island,Fl. 33937 Z:a likka eteaartrixedeit , OR BOOK PAGE. - -Walter G. Sorokoty i" 945 Central Avenue Received{jIIS{COoeseatRs Step Tis - Nsgtes. Fl.33910-6290 1 nextret$ pi Class T tetsegeete 'matt aoo•dr•ne Pared tacnrreauaa trent Ntr 7dd/ M4aN1 front,has emtrfd - • y-� 6 G.C. • - G Ewa iaws>te ua res rma•.saa nam Meg MDR at 10 via idii l'" »t.ays ear uaawswarI.�tmd pala.d,t eLbratrama.a �: •.p.v.moat.re.wr...s"�.sa•sn,.rs�w:��a•rwen r. r - ii•VIM 11nbetitturt. Mode this itch km W April . .44 1.0 9I, li9tUJetf taareoce C. tretmohr of the Comm4ef .inaeStstrof Ohio ,party yikehripe e Maureen Moran, tnc. ... Crthe Casey 4f Confer fer ,da the State tir Florida Wan pad tQEce eAtrm-4 c/a The barge at Ooodltnd'ridge. 3100 State id. 92. rioodlaM,Fl 33937 :AC, d5 party hide reae.d part. .. _ eimtuaractfi. That the said past a!ala fust part fir and in ma+ldeatlex of the Pees re' "` 111 j Ten and 00/100 `($10.00) ikRars -^"'^o -; ro him is hoard paid 8y the said part) stats aame4 port,as escape pe chase i ands ruheotdednit has granted,barge(auar,mal sold*the add parr dile mad Part 1 is hors and mega firmer,di Mforargyetnrikaltaut s ga*anilseh7tndeems*of Col1icr ,5teiag/ Florida G7rJ 1 to-ugh :_ ''» As described an the attached Exhibit °A' •- The property described in Exhibit X. is `- commercial property. .-r a'"-' QO I ' N c.. Including all riparian and submerged last riots of rdhich Crestal is liaised. 7. QV i And the acid part F Alf the Jird pare ddas hereby Alla mama the linin to aid Ala and alt!Aired _ ' lAo assns against the tauoixt aWtlsa ofa pram utoacaoreer. In- Mt t'9ittteu lattrea1f,51Eaaaidparty gfansfustparthes hennotta.R fund d _ and seal the day and year fuss aboae written Signe���& to inning.el (�� A_ J -!C 7G7 tta`aayce4..a ara,w. .�j.d .. -,saktnrio, r eD.x a Grrc a B. lreorahr N r Lil7Lurie Lane. Sandusky,Oh 44870 - ,vetQS¢'Af M..-1 tali • illi • ti... o-r s.• .. .:4.N,rylt.aa hLaw.sake* _ asn.sel.w srATRoiP Ohio 1 <h....CIAO shat.nlbbiaAdeoso,•a.elerisyatiadmi OOtntitOP i/.f'AIJS ) la.{nlrishaNFsa,e ura.adm..W,&.,rerearaywced _.__. • I....PM,f. W.,irn* _ -- hest ,_ileum=__+coikdln MMshn nerskiras aerIDh.e laatrmmnl.sha.dpwh{ed I lcaac Ik4._hiL,_ ntra4dLLcwwie,aaalnttwl.ys wM+arse"+n•,dikNaknal.rdtbisln-nnndrene2f'ls irtvrr'r 1•_rnra t_ persaarliy Laowr .;tner+n .ai tliam ea*FraIXeu ra4 stet. f'+"--•--11oy9Ir 14v.41N -.L sYer.e+aOa..d YAaaktal Kv t.,Ike 6slyeeda4felneah/ctliaaal• - L'CgC1 dL dyer _- Mr11._-. .A.a11. 2 c. A aim II -,,,-4„..a....„ /'" i;triffiPAt1tAJ.YdR10 u aritsalimaxacoassamoislanal ilribligikatatii$04404 .1f4"u i'A"'''•*1041111i/X-,.. .flu4•'taee.•.._•' I POOR QUALITY ORIGINAL 16L2 ...... EXHIBIT C PAGE 9 OF 14 .. ---"----X- -'-';'-",'"..4.4,-...7...-..--,-S...J+^.'r ales)' %+'rr",�+,-.i;• r.ic-4..r. Tia—re r•.•_•A7.. - . o t4,4,. 1.41 [ .44,40.0 rivlC::•ti#„.t. a .Op . .. . , :_*y. • Y CIfIB1T *A" An undivided one half 11/2) interest in and to the following . &ascribed ptopatty: ,CI e CII CP, . Cl r".1 . it last 300.00 test et Went'C•,. o eget UM/itat3iTLGi smaaedinf is tbt asp or plat as tseordad is plat Post f.Pon s Ws Orli 11241 incivalw.of Stu Public saaoras In Collier - County.glarlds- Cotaiaths 9.32 Met.norm or Sess. .a. • An insdivide4 one half (1/21 interest in and to the following detcribed property. !artal to taseiao U.beetilts e2 feud, asap 35 Not, O PC omen*by tegstd.pact or lands reawirW by Smutt 0 _• . . =tamed loft Cask 32 at page 29* Cbl r t�mty• .. ruallc Swords , W W S.lot or pares'nC lmWins ing en ties north side of Stats (AsL.>7 flood Wo.92 le Ssetien 33,teenahip 52 Intl.Mate is - Qt !....4.,!....4., _ Casts hecto s part of tin lands asaapdat it aas*$asD® tach flat outdo Zola racoma to O.R.Soto 32 at i C was at aha paella eaoosda et Collier Caasey.Shim in. or paeais dissented an foliont aa - F` paean tle ocrite metsant elth o bran=p entire tie CI goarteraaet[w s>rrner an no out line of ofd seethe U.Cts ii.35'11.43'V.axon one vast lint Cmc 45044 - a teat tea aittaoata Clamant rips a brass an ea eau assthaely rly t sl-pa1110p sa pg inb to ed lip. alt patina m V: 11 .1.CC) tars totes*Imr 57.07 rat to a mintier tit lriterlfas of said road, Ow=ion H.STYMY ss afoot said niter, lima for 561.241teat t0 a bras*cap In the pasoast in I _-- N said atatoeLLtnt donee=otiose at the wow osscss 1113.14 1-i Can to-paint 99.26 fast mise or rim out sal of a bliss I _ aecsa Cacao sats On laid into toads abeam Cas 1t.42'11'19' S.tet loo tart to a point ors the sortherly rt9M-at pay lion of said Into Rood lin.02s pose tea C.Iraqi'o. i 'a aloin said ci44t-of-seg taw for let fast to Ys Mtat at .bapia.s fly• taxa said paint of bagtentng•wN4aas Ss' r WTarw.W.aloes said ripat-et-aa=Un.roe 315.12 fats . • [Unca run Ss lt'e'1Y it. by 5.61 fent to a comae w,m.nt virn'a trams cap found on eta v.atady ISas of • sold panel raasayad by rood recorded In 0.5.teak 32 at soya 2411,chant*aantfbo■on sae area testa br y_ 35whams!9 feat to another like whams!Medi Oats tattoos _ etc tte ease memo fie 13.02 task! theme von ss dril.fr t. paalkai rtth said right-rf-Cay lloo at ltato bad IV.H for 312.12 roots Anions Ow.a.ct'1a•19't.for 144 fame * to eke point of begianlp on sal'tete Md right-alrmy - .liar,cwto1elag ion awls, t. on nort2otly line sot tbo turaiabaw dsaerlbed parol net �- to the Otte=of ammo sewn or Da..vticb at tills bomb. LS positionCalled 5eadlana nays In sorb a toaatiae a t. ' Snaladt to ins drerribod parcel en aslatiay contrail...- tall svtall of irroeulat aifreaant, 141 brarlaga bateiabova nonttared an far th.Mortal rut tam Maas coaotIaata Cyst.darned fano 9.1.tease a eaoducc Survey crlan/elation atettant by pnei(E tra..a.es. • fid du gld"."0.17ApCW� . . 10t149j • r i. rL 'Sr Kti72,t4 - . . 4PRISRE .. • • •1 . POOR QUALITY ORIGINAL ._ j ,f, EXHIBIT C171 6 , - PAGE 10 OF 14 F .. .._,.. .. . . . . .. . ... .. • . •• . .• . ..._ • • . . . . . . _, ... ..„...• •.• „••••,...,.. ......,, „..,,......,:::::7, ::..:,,,..:.....,.:.:. . .„.• • .. • . . . • wsesisttre seta aurin la.•.«ta !r!'-- • ek Mi.Pally Attorney i t V L 6 001137 • 99s mete Collier Died. I OR BOOT( PAGE Marco Island, Fl 3391T tbMfflaipxleiae ti Waiter 0. Sorakety - °"' 945 Central AYe. t Retires ahpertsrf Stun To. Ikp)es, FL 33910-6294 f RCetran i Class'C.letviolb It oftsM�Dods+. Asaedee�etwir�t9ot>rertt et: C.t.•'1, fX Of Cl IT L:nSR % t eY@IR[i nib _ 4.I ... i avala .a, M o e. - Leta ansa ai n. T' 12 RR e '• • 4;..mo i' qq=po1,11f Mne lam w•1aHF M.IG Wlrr.M rs i :Ore : 3nbentitre, lied. mu lith dear elf April , A.D. ts93 , 1 ifild110011 Deborah Lynn Rotten Daley ' Of*Comfit q( Collier .teW Wiest*of Florida ,yang oftAs1TTIT PMoad i I&ur9te Moran,Inc. i4 eiftesCoolyelf Collier •41the bad of Florida ,Wow pea Oawhims i, 14 i efo The Barge et Soodland Bridge,3200 State Rd. 92, totalized, FL 93 CD a party eau soon:part. to :i 111320001011. the Kid port Y or,gra pots fee and is i dCration of the aura Qf M and /103------ ($10.00) "'- -------Dopar, T. 't to her to Rei peld by lir serf party (VW mond part,tAs neript adtereeiie An*eslegattakok .__ I . ie has erealyd.Iatpad and Dail So Ow east party of the Mai past.its kin oat«rai9tteib+raor-tAe k'- pp a 1 fbilogoiregioxtrOattoottd xandNinesWsCountltof Coll ter .Soikof Florida , No-pie as described on attethed Exhibit'A' w C� the property described in Exhibit "A• 1.--ois cotonarcial property. :, • • N ID Subject Co aaseaeate,reaetvatfaos ata restxfetLeata of record and real estate N i_ tease far the.Teat 1993 and subewpeent years. -, M ' =Wing ell riparian and submerged led rights of which Grantor Le seized. CS , 6- P� rim AP -- : part-t_of dor Part/ o eewsfLady Mfgesarrant ue Dille to tail lend sad tole defied `.. e.'� I' Mesa=angina the in claim ofer perms�arossi• K. Ild later=$kttla. no acid party of Cu just port As s haunts ret her bald I ami oai &a day sad yssr,)Erat slaw with*. l• . blpeat noted sad .,do edge promo cz qF l gt fes' -4:11,-.4 . Rem!,loon Deter -_•,: �; _. . . • , _.......___..... i 6 c 2 EXHIBIT. 0 PAGE 11 OF 14 ;- r�. ' .-. _. � 1. SZiIIBI'! -v. ail 'undivided talo half (1/1) Intoront in and to the2 following • • a described prnpatty. at r: t 73 • F !ba teal 300.00 Seat sot Ila01�'r I1t110D 100011 MIT SYVI*ITL x, O CO , .. CD !( aasatdlslt to PM?or plat as reseeded to Mat bek f. O 81•Ing thea►2f imitative,el tin amelia aamraa b[C'ol2inr 7t are ' Omar,deride. 1 Ci09llaaat 1.13 tern, tots or leas. and Aa ut+divid°Q one half (1(21 iatero0t in and to the following described property. 1. paras t.tattlers U,aametip u South.614''21 tat. settled sf Vowel,part et:*la wn»lW by ttral nM t7 aaNill ea beat 32 at pea„►,Cellar Canner. Neuf sewed. , NZ 0 1 lot or parcel et land 144 cm the Aura.fist et State m 00 n Mel$a,$1 La fatten 13.rewnatlp 12 rasa.1Wh4e 16 Pi Cat V tart,batty a put of ner1nads templed M stcssdmrcta is • a silt that cattle Dead preen ad La D.R.mob 31 as a ago ' IM et the pada raat3Cellarf Cellr casette fo dawhich r )) is pseud is aartbd as Miami r r c......) teas the mown*mamma.,4a a tear ay whir cm i s CTt lsarssrVneir newt to w wet iia et esti i.rtin, p......113.ria 0.01.22'$•V..1.tq salt wet line hr 1110.33 CCe. hat to a eaten*nmata.t* em bah a brass tan the os.tbariy -- dsht-ot-fay ilea at kat*lend aa.ale WIte.COhtisss on f. r its soar mono tee 11.0/tart te a paint so the Metalling 5w. st 9010.saga tame act N.il0t14V c..lnst teal c ot.r- G.. Lim tar 111.11 tel to a erase Cu In ate pwhtt.nt In - f e- /aid rs1tulLote them aartUwo to the airs tarts*1163.74 t ._ ten to a pal*H.21 feet wilt at Na west end at a br ours Rao.ran an said;taw Mid, thanes sass ii. 0144'e 13"( m - 1""'a 1.for 101 ten to a pint an Om eerth.rly right-ofway CC) lino at mid rats roti M.92i thence run e.11.01.01.2. r n..1 clear wild eigst.al-.ar Llys tour baa lax so lb•pistol o! .walwaag. ram soli pctat at beer olot•asnttaas Sr .. Za..) 574i'.t'O.eaN Orli rLgM.ettiaty lens tee 310.11 omit . aware tut le.ti'21'lr te.tee 4.14!we to•a ta.trait. l:' a.m.otos with a braes tip,sand en the weetsrty Eine of • 426 parcel cantered by Ord eeoesLed In 0.0.Otm1 =. • u at pap 211.Volta a.ei*ns of.dna aro Cama►far •- - 13/.29 teat to mean ll* tomes toes theme motivate n• vi as atm tests ter 13.12 hate Wool run H. 07°11'06•C. parallel 4th salt rtatti-o:-tray 114 of luta Mad tto.Si tat 310.12 barer thou.sue I. 011111.21°C. tar ill teat ~ - 1 se the Was at hytmint ma said Stat.Mad right-or-sap Ueas eesc.lniIf 2.03 atom. t • sae northerly ltsm at ds I-antirabies*Matrand pascal rut 1••the wars at Mae Slurp or fats,utleh at this heaths r 1.weattse.called 05501150 say,In aa0 a ieuttmn es to f' leeiade 1.aha asori*d passel an aalotlor tomato 0oa- wq it of atc .ar aUfyr.nt. °' Ill barbers harrtnbeet.0011ene1 an Cu um promise cast s' Sana slam Comdata,Satan aerated teen a.1.Cwt 1 ,'. alaaatao surety araa4ulatim spUo5s b prosrge tragmrae►. r And all of the entire parcel doecribed as follower r • , a Sensie alss at a pati o0 taw eat flee of taattoa 13. toveakip ft teeth,Beata 25 Gat,Colll.t coa.V.9lesfds,U 9°60.V 1362.1 hat fm a2*seat4mest oet.ar Matta, 1405104 ft 005 11'101 V 242.25 Ler 1.a palate chance It 431 21' 43'•V 301.2t het to a pslati thanes V 00 V 4t 31. 3314.36 Lost to thence n pieta f 334 31005 V 431.11 1.11 co a paint; ammo 0!Ta 44, 30•V 1275.16 tats to a peat: thence it It 40• Se.w 302.33 foot cw a paint la the cnrarliea of(taut Palo Ila=ack to toms Road--lata.RMad:l..rtt haste a AP 10' 10°k aloes ata traria'at sold aced 100.19 fent to a petst 160 tett®m or tam weer at a 04114.-retia lasso Mall thonc0 11 20 40' , 33"V 100,0 fat te 0oist aa 5.110 method"rtahc.at.way at ‘ said»ad to iblat it ltabaLIIL 01 abs tend.Lorain da.arlbad pat tad babaalta meted by a t Lech a151at0 ranu^,1tt with•bran cap, i' ailsa -, eantiwdol II 20 40.30"V 15.0 toot 10 a 0010 m 4000co nent ► aa"11 ultk*brim 4a4a11a aha alma at 10.61and gay; thence,matins- 001,tt" tcP, lag 010 40'30"V 113.0 tame to a post; theme a 61°•19' 10"r 0 t. a plt.41,3 to at necibstly rats-at-4y at old road 140.0 tee.. tOS:t1 t- to a palace Adam 0 I Is.30"2 110.0 tett to a point on the t utbsely rllht-olwap.et Wei rata 61>mek co rare.hod: China b 070 39' 105 5 atiOS.said nattterli rlibt.of.way bsuaaaq .`. Lc t0 talar at Oatlentna, ctrl tenanting 13,43 .meta,f POOR QUALITY ORIGINAL pen eN er.r Last. Ite: 2/20/2004 Time : 11 : 02 AM To : 9 6490158 Page: 003-005 EXHIBIT 12 C 16c2 PAGE 12 OF 14 -MAGE01 : FL-04-3874-2 02/20/2004 11:00:11am Page 1 of 3 2924999 OR: 2972 PG: 2967 PROJECT: Dolphin Cov&Goodland RIrd00D to olftetu 1110111 it=now,o,ri FOLIO: 48372960201 11I31I210t it 03:411N 0126t t.On,CUlt 4i4001t.11 tae m 94.11 0X.11 tilit.11 tin: WARRANTY DEED> to 1111 01/90 THIS WARRANTY DEED is made this \Von. day of 341:AP { , 2002, by DOLPHIN COVE DEVELOPMENT OF GOODLAND, INC., a Florida corporation, whose post office address is P.O.Box 158,Marco Island, Florida, 34146(hereinafter referred to as"Grantor"),to COWER COUNTY,a political subdivision of the State of Florida, its successors and assigns,whose post office address is 3301 Tamiami Tract East,Naples,Florida,34112(hereinafter referred to as'Grantee"). (Wherever used herein the terms'Grantor'and'Grantee'include all the parties to this instrument and their respective heirs, legal representatives, successors and asaigns-) WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, receipt whereof is hereby O acknowledged, hereby grants, bargains, sells, aliens,remises, releases,conveys and 7� confirms unto the Grantee,all that certain land situate in Collier County.Florida,to wit: 11-11See Attached Exhibit'A'which Is incorporated herein by reference. CD Subject to real estate taxes for the current year and thereafter, .-d easements,restrictions,and reservations of record. C) THIS IS NOT HOMESTEAD PROPERTY 00 N TOGETHER with all the tenements, hereditaments and appurtenances thereto .4=2. belonging or in anywise appertaining. TOGETHER with all rights or permits to build docks or rights to leases of submerged lands or leases to submerged lands that arise from,relate to,refer to or are connected in any way with Grantor's property or plane to develop the property and all other property 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 fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is iawfully seized of said land in fee simple;that the Grantor has good right and lawful authority to sell and convey said land;that the Grantor hereby fully warrants the tills to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is tree of all encumbrances except as noted above. IN WITNESS WHEREOF,the said Grantor has signed and sealed these presents the day and year first above written. DOLPHIN COVE DEVELOPMENT -1- OF GOODLAND,INC.,a Florida Witness: (Signature) corporation Name: •ti's • BY: /,_ Nicole Ginic,President �i7le' ��/�7U/A�ret P.O.Box 158 a:: /� //�' i{J Marco Island,Florida 34146 Priv=Type) MI5 commvArrct AMMO EY THE ROAM OF COUNTY tlOattISIONERf, COLLIER COURT%PROMO'JD !OM �`' POOR QUALITY ORIGINAL rhn No. 1�A a.te: 2/20/2004 Time: 11 : 02 AM To : 0 6490158 Page: 004-005 EXHIBIT C PAGE 13 OF 14 6 e2, IMAGE01 : FL-04-3874-2 02/20/2004 11:00:11am Page 2 of 3 OR: 2972 PG: 2968 STATE OF .1.. COUNTY OF (.[ — The foregoing Warranty Deed was acknowledged before me this I.I day of ' •u.—c 2002, by NICOLE GINIC, President, on behalf ve Development of Goodiand,Inc.,a Florida corporation, cis rre-Erie—Ely-tly known to me who has produced as identificat�pp� (affix notarial seal) (S. rare of Noir,Public) - 1s ((Print name of Notary Public) A I _1i+ wa NOTARY PUBLIC _real tramorn Serial/Commission s:if any My Commission Expires: 1 1s it:7 i 1111 surf row, r Asstitist Ceistr ASL.+..) co cv c.J, IPOOR QUALrTY ORIGINAL tte; 2/20/2004 Time: 11 : 02 AM To : @ 6490158 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 *** OR: 2972 PG: 2969 *** EXHIBIT"A" A parcel of laud being a portion of Tract 1,as shown on but nota part of the Plat of Goodland Isles Second Addition, as recorded in Plat Book 8,Page 19, of the Public Records of Collier County, Florida, more particularly described as follows: Beginning at the southeasterly corner of Lot 33,Block F of said Goodland Ides Second Addition;thence S 15'11'20"E 390.48 feet;thence S 72° 15' 19" E 128.00 feet; thence S 13' 50' 44" E 180.00 feet to the southerly ,'EE boundary line of said Tract 1; thence 28.70 feet along the arc of a circular curve concave to the northwest,radius of 100.00 feet,chord bearing N 51' O 23' 18"B 28.60 feet;thence N 43'10'00"B 250.00 feet;thence N 12'120' 20" E 381.83 feet; thence 87.47 feet along the arc of a circular curve concave to the southwest, redid of 50.00 feet, chord bearing N 37'46' 41.5"W 76.74 feet;thence N 87°53'43"W 66.88 feet;thence 162.41 feet along the arc of a circular curve concave to the southeast,radius of 1365,08 co feet,chord bearing S 88'41' 47"W 162.31 feet;thence S 85' 17' 17"W 201.52 feet;thence N 18'12'43"W 87.42 feet to the southerly right-of-way line of Palm Avenue; thence S 85° 17' 17"W 10.28.feet;thence S 74'49' 12"W 60.08 feet to the northeast corner of said Lot 33,Block F;thence S r--� 18'12'43"B 96.75 feet to the southeast corner of said Lot 33,Block F and co the Place of beginning. Parcel contains 5.22 acres,more or less. _ ,F Bearings are based on those shown in Plat Book 8, Page 19 of the Public Records of Collier County,Florida. POOR QUALITY ORIGINAL 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 City of Marco Island af 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. Sincere) 117100 Jeffrey E. '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.cityofroarcoisiand.com I Collier County 10-Year Water Supply Facilities Work Plan 2018 Collier County Annual Update and Inventory Report Appendix E COUNTY WATER - SEWER DISTRICT - POTABLE WATER SYSTEM CONTENTS • POTABLE WATER SYSTEM 2018 AUIR FACILITY SUMMARY INTRODUCTION • LEVEL OF SERVICE (LOSS) STANDARD ASSESSMENT FOR SERVICE AREA(TABLE, NOTES • COLLIER COUNTY WATER-SEWER DISTRICT - CURRENT AND FUTURE POTABLE WATER SERVICE AREAS (MAP) • COLLIER COUNTY WATER-SEWER DISTRICT -WATER SERVICE JURISDICTION (MAP) • FUTURE DEVELOPMENT IN NORTHEAST COLLIER COUNTY(MAP) • COLLIER COUNTY WATER-SEWER DISTRICT - SYSTEM UTILIZATION AND DIMINISHING CAPACITY REPORT ("CHECKBOOK") • EXHIBIT 'A' - SCHEDULE OF CAPITAL IMPROVEMENTS • APPPENDIX "H" - FUTURE COSTS AND REVENUES BY TYPE OF PUBLIC FACILITY Collier County 2018 Annual Update and Inventory Report on Public Facilities 2018 AUIR FACILITY SUMMARY POTABLE WATER SYSTEM FACILITIES Facility Type: Collier County Water-Sewer District— Potable Water System Facilities Level of Service Standard: 150 gallons per capita day(gpcd) (1) Capacity: Total Permitted Treatment Capacity, FY 19 52.75 MGD Total Operational Treatment Capacity, FY 19 48.75 MGD Required Treatment Capacity, FY 19 39.63 MGD Total Permitted Treatment Capacity, FY 28 57.75 MGD Total Operational Treatment Capacity, FY 28 53.75 MGD Required Treatment Capacity, FY 28 48.87 MGD Expenditures FY19-FY23(2) Debt Service $65,182,500 Expansion Related Projects-Other $10,050,000 Replacement& Rehabilitation Projects-Other $116,770,000 Departmental Capital $5,908,000 Reserve for Contingencies- Replacement& Rehabilitation Projects $11,670,000 TOTAL $209,580,500 Existing Revenue Sources FY19-FY23 Water System Development Fees/Impact Fees $32,500,000 Bonds $0 State Revolving Fund Loans $0 Water Capital Account $5,908,000 Rate Revenue $171,172,500 TOTAL $209,580,500 Surplus or(Deficit)for Five Year Program $0 Recommended Action: That the BCC find the Collier County Water-Sewer District Potable Water System in compliance with concurrency requirements found in FS Section 163,the Collier County Comprehensive Plan and the Land Development Code; and that it approve the proposed 2018 CCWSD Potable Water System Facilities AUIR and adopt the CIE update for FY 2018/19- FY 2022/23. Conclusion: To ensure adequate treatment capacity for growth within the jurisdictional boundary of the Collier County Water- Sewer District, expansion related projects should commence in FY 2020 based on the Level of Service Standard, population projections and capacity as shown in the AUIR. (1) Per the 2014 Water, Wastewater, Irrigation Quality Water and Bulk Potable Water Master/CIP Plan (reference 2015 AUIR,Appendix III). (2) CIE consistent with Board approved: FY19 budget (3) As per Florida Statutes Section 129.01(c), contingency reserves are up to 10%of expenses Page 49 of 262 Collier County Government Public Utilities Department 2018 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) POTABLE WATER SYSTEM-TREATMENT FACILITIES INTRODUCTION The Public Utilities Department's proposed 2018 Potable Water System Treatment Facilities AUIR is based on permanent population estimates and projections for the potable water service area prepared by the Collier County Comprehensive Planning Section on June 15, 2018. Populations are based on using the Bureau of Economic and Business Research (BEBR) Medium Range growth rate through 2028. The BEBR population numbers are supplemented by estimates per the implementation plan for the Golden Gate City service area, as reported in the "Technical Feasibility Study for Acquisition of FGUA Water and Wastewater Assets in Golden Gate" prepared by Stantec Consulting Services Inc., and by preliminary model results provided by Metro Forecasting Models, LLC from the Collier Interactive Growth Model for the planned developments in the expanded Northeast Service Area (i.e. Rural Lands West,Winchester Lakes, and Hogan Island Village). Notes A. Concurrency is shown for 10 years for the current service area. This conforms with the State mandated CIE, concurrency regulations, and other Collier County Departments'AUIR submittals. B. The Collier County Water-Sewer District (CCWSD)acquired the Golden Gate City potable water and wastewater utility systems from the Florida Governmental Utility Authority on March 1,2018. C. On September 11, 2018, as Agenda Item 17.F,the Board adopted a resolution expanding the CCWSD's service area to coincide with the unincorporated area permitted by Chapter 2003-353, Laws of Florida. This"jurisdictional boundary" is depicted on the subsequent map entitled, "Collier County Water-Sewer District Water Service Jurisdiction," and encompasses the planned developments known as "Rural Lands West," "Winchester Lakes," and "Hogan Island Village,"as depicted on the subsequent map entitled, "Future Development in Northeast Collier County." D. To serve the current potable water service area, shown in blue in the "Current and Future Water Service Areas" map, and to support forecasted growth in the northeast region of the county, 5 MGD of new treatment capacity will be needed by FY 2028. This will be achieved through phased construction of a new regional water treatment plant at the Northeast Utility Facilities(NEUF)site. The NEUF are sited on 147 acres of County owned land at the east end of 39th Ave NE. 100%design documents were completed in 2010. The NEUF program has been reactivated, starting with updating the design criteria (FY 2018) and modifying the design plans to conform with current technologies (FY 2018-2019). To facilitate reactivation, site work is planned to begin in FY 2019. Project reactivation is in anticipation of the quantity of large developments going through different stages of the Growth Management Department review process. The need for readiness is also supported by the "Collier County Water- Sewer District System Utilization and Diminishing Capacity Report" (the "Checkbook") which compares available treatment capacity to the quantity of Board-approved planned unit developments (PUDs). Currently, the Checkbook reports that if all active Board-approved PUDs within the current service area were to be constructed, there would be a 1%surplus in potable water treatment capacity in the regional system. E. The Public Utilities Department has solicited new master plans for water, wastewater, and irrigation quality water under RPS 18-7370,with an anticipated completion in FY 2020. The 2018 Potable Water System AUIR is presented as a snapshot of concurrency conditions. The CCWSD is in compliance with concurrency requirements for FY 2019 and FY 2020, as required by FS Section 163,the Collier County Comprehensive Plan, and the Land Development Code. Recommendation The Public Utilities Department's staff recommends that the Collier County Board of County Commissioners approve the 2018 CCWSD Potable Water System Treatment Facilities AUIR. Page 50 of 262 Collier County Government Public Utilities Department 2018 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) • POTABLE WATER SYSTEM-TREATMENT FACILITIES LEVEL OF SERVICE (LOS)STANDARD ASSESSMENT FOR SERVICE AREA 9/12/2018 1 2 3 4 5 6 7 8 Required Percent Permanent Treatment Total Total Retained of Total Fiscal Population Capacity New Permitted Operational Operational Permitted Year Served at Max. Treatment Treatment Treatment Treatment Capacity on Oct. 1 TDADD Capacity Capacity Capacity Capacity (Max. Day) MGD MGD MGD MGD MGD MGD 2014 162,646 31.7 52.00 48.00 16.3 63% 2015 166,567 32.5 52.00 48.00 15.5 65% 2016 171,461 33.4 52.00 48.00 14.6 67% 2017 175,849 34.3 52.00 48.00 13.7 68% 2018 186,362 36.3 52.75 48.75 12.4 72% 2019 203,245 39.6 52.75 48.75 9.1 78% 2020 208,761 40.7 52.75 48.75 8.0 80% 2021 213,913 41.7 52.75 48.75 7.0 82% 2022 219,170 42.7 52.75 48.75 6.0 84% 2023 221,769 43.2 52.75 48.75 5.5 85% 2024 229,840 44.8 52.75 48.75 3.9 88% 2025 235,257 45.9 52.75 48.75 2.9 90% 2026 240,401 46.9 52.75 48.75 1.9 92% 2027 245,484 47.9 52.75 48.75 0.9 94% 2028 250,622 48.9 5.00 57.75 53.75 4.9 88% Page 51 of 262 Collier County Government Public Utilities Department 2018 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) POTABLE WATER SYSTEM-TREATMENT FACILITIES LEVEL OF SERVICE(LOS)STANDARD ASSESSMENT FOR SERVICE AREA 9/12/2018 Notes (References are to the column numbers on previous page) 1. Fiscal Year starts October 1 and ends September 30. 2. Permanent Population Served on Oct. 1. Estimates and projections for the served area were prepared by the Collier County Comprehensive Planning Section on June 15, 2018. Populations are based on the Bureau of Economic and Business Research (BEBR) Medium Range growth rate applied through 2028. Permanent population is used in accordance with the Board adopted 2014 Water, Wastewater, Irrigation Quality Water and Bulk Potable Water Master/CIP Plan. The population projections include the NE Utility WTP (formerly Orange Tree Utilities - OTU) service area beginning in FY 2018 and the Golden Gate City service area (approximately 4 square miles) beginning in FY 2019 based on acquisition dates during FY 2017 and FY 2018 respectively. The CCWSD presently supplies potable water to a population of approximately 12,404 in Golden Gate City. Based on the implementation plan outlined in the Board adopted "Technical Feasibility Study for Acquisition of FGUA Water and Wastewater Assets in Golden Gate," Phase 2 will increase the population served to 21,285 within 10 years. 3. Required Treatment Capacity at Max. TDADD is obtained by multiplying the Permanent Population Served on Oct. 1 by 150 gallons per capita per day (gpcd) and by a maximum 3-day average daily demand (TDADD) peaking factor of 1.3 and is expressed in million gallons per day(MGD). 150 gpcd is the established Level of Service(LOS)Standard for the Potable Water Service Area, as adopted in the 2015 CCWSD Potable Water System AUIR, approved by the Board of County Commissioners on November 10,2015, based on the Board adopted 2014 Water,Wastewater, Irrigation Quality Water and Bulk Potable Water Master/CIP Plan, which utilizes a max. TDADD basis for capacity analysis. Required Treatment Capacity at Max.TDADD is plotted in the chart on the next page. 4. New Treatment Capacity is the additional treatment capacity in million gallons per day(MGD)placed into service by the start of the fiscal year through plant construction/expansion. Timing and capacity are tentative and may be adjusted with updates in development forecasts and adoption of developer agreements: Fiscal New Treatment Comments and Cost Estimates Year Capacity Design and permitting updates for additional potable water treatment capacity at the NEUF started in FY 2018 and will be online in FY 2028,as follows: a. Update design criteria, completed FY 2018. 2028 5 MGD b. Update construction drawings and bid package, $500,000-$1,000,000, FY 2018-19. c. Construct site work, $4,000,000, FY 2019. d. Construct NERWTP potable water facilities, $71,000,000, FY 2025-28. e. Construction Engineering& Inspection, $7,500,000 estimate, FY 2025-28. Page 52 of 262 Collier County Government Public Utilities Department 2018 ANNUAL UPDATE AND INVENTORY REPORT(AUIR) POTABLE WATER SYSTEM-TREATMENT FACILITIES LEVEL OF SERVICE(LOS)STANDARD ASSESSMENT FOR SERVICE AREA 9/12/2018 5. Total Permitted Treatment Capacity is the total permitted finished water treatment capacity at the beginning of the fiscal year in million gallons per day(MGD), including New Treatment Capacity. Capacity in FY 2018 increased by 0.75 MGD (as currently sited) because Orange Tree Utilities (OTU)was integrated into the CCWSD on March 1,2017, during FY 2017. Acquisition of the Golden Gate City Utility from the Florida Governmental Utility Authority occurred on March 1, 2018. Existing Golden Gate City Utility potable water facilities include a 2.1 MGD water treatment plant; however, no additional capacity is stated because this area is now served by the nearby CCWSD regional potable water system. Unused Golden Gate City Utility assets are being repurposed and/or decommissioned, depending on condition. Twin Eagles potable water services transitioned from the NE Utility WTP (former OTU)to the CCWSD Regional potable water system on December 18, 2017. All customers within the Orange Tree PUD and the Orange Blossom Ranch PUD as well as the Corkscrew Elementary/Middle and the Palmetto Ridge High public school campuses were diverted through reliability interconnects over the course of FY 2018. 6. Total Operational Treatment Capacity is the Total Permitted Treatment Capacity less 4 MGD, the treatment capacity of a lime softening reactor/clarifier, which could be out of service during a period of peak demand, as plotted in the chart on the next page. In accordance with the Board adopted 2014 Water, Wastewater, Irrigation Quality Water and Bulk Potable Water Master/CIP Plan, Total Operational Treatment Capacity must be sufficient for the max. TDADD. 7. Retained Operational Treatment Capacity is the Total Operational Treatment Capacity minus the Required Treatment Capacity at Max.TDADD. 8. Percent of Total Permitted Capacity(Max. Day) is the total maximum-day quantity of finished water produced by all treatment plants connected to the water system as a percentage of Total Permitted Treatment Capacity. Per FAC 62-555.348, source/treatment/storage capacity analysis reporting to the Department of Environmental Protection (DEP) is triggered once maximum-day demand exceeds 75%of Total Permitted Treatment Capacity,as plotted in the chart on the next page. Page 53 of 262 Z9Z 10 49 O6ed I 1 MGD I01 I • vN w •p. 0 0 0 0 0 0 0 o cp °'Q ✓ I r 3 `o 1 < -i �S m C a) CD I I- 0- a --I 3 c 0 1 -n m m To cn ✓ h 'o `< I m CD• v 6 m I < -. C) °jam m I m o ✓ `< o m 1r w V _ _ I 0 > z °'° 1 0c CR I > > I 0 C C) ,° o) > X CI c ° N a fD cn - r D m ° w Do co II (o � m > F. O _ " ' OD -n `< CDD I Ni N1 (Nn 0 0 `G cn D3 I Ni cE zp0 20`, °' I w nz Zv sv m I'< .gin I G T 0 3 33 cp O m a I > 0 a,' To I CCI2`� I r H m m To I D To TDQ m -0o s 1 < W K _ I m ND 0 I X 01 > Dw K 00 �2� I �' 0 5 m Qo Collier County Water-Sewer District -- Current and Future Potable Water Service Areas (2018 AUIR) y 1 It a 1 3 aL NuRD I , > R ....i" 44_._ 7t :v A^ .. ..,`yf:.•-4i 4^7.: �� ' I — 1 I ifNACE aL v: 3060EN,i,4\BLVD n . L_L,,,f, nr • • -J 1. . .S. i.„._ .. ,,, .. 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(Transmittal Hearing) (PL20180002552/CPSP-2018-6) OBJECTIVE:The objective of this petition is to have the Board of County Commissioners(BCC)consider a request to amend the County's Growth Management Plan(GMP)to modify the reference to the updated Ten-Year Water Supply Facilities Work Plan with the new date, as required by Section 163.3177(6)(c), Florida Statutes,as well as to consider directing transmittal of the amendment to the Florida Department of Economic Opportunity(DEO). CONSIDERATIONS: The Florida Water Resources Act (Chapter 373, F.S.) requires the five water management districts to provide regional water supply planning in all areas of the State to meet future projected demands.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 5 years. 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. Florida Statutes Section 163.177(6)(c) requires local governments to prepare a Ten-Year Water Supply Facilities Work Plan and adopt revisions to comprehensive plans within 18 months following the approval of the most current version of the applicable regional water supply plan. Collier County is within the water supply planning area under the purview of the South Florida Water Management District (SFWMD). On February 24, 2009, the County adopted its first Ten-Year Water Supply Facilities Work Plan, by Ordinance No. 09-04, based on the guidelines of the 2005-2006 Lower West Coast Plan Update. The most recently revised 2017 Lower West Coast Water Supply Plan Update was approved by the SFWMD Governing Board in December 2017. This plan assesses projected water demands and potential sources of water for the period through 2040.Therefore,Collier County must adopt their updated plan by May 15,2019, 18 months after SFWMD adopted the latest Plan Update. The proposed 10-Year Water Supply Facilities Work Plan update 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. After the initial transmittal of the GMP Amendment for the Ten-Year Water Supply Facilities Work Plan to the Department of Economic Opportunity and their 30-day review period, comments (if any) are sent back to the Chairman of the Board of County Commissioners; and subsequently, staff revises the amendment as necessary. The adoption process for the GMP amendment follows these revisions with staff bringing the amendment back through both the Planning Commission and the Board of County Commissioners for adoption public hearings. NEIGHBORHOOD INFORMATION MEETING (NIM' SYNOPSIS: A Neighborhood Information Meeting (NIM) is not required by Section 10.03.05.F of the LDC for Growth Management Plan amendments which are not site specific. COLLIER COUNTY PLANNING COMMISSION(CCPCUENVIRONMENTALADVISORY COUNCIL (EAC) RECOMMENDATION: The CCPC, sitting in its capacity as the local planning agency under Ch. 163.3174, F.S., and also sitting as EAC, heard this petition, at their December 6, 2018 meeting, and voted 6-0 to forward the subject petition to the BCC with a recommendation to transmit to DEO. The Planning Commission brought up a number of concerns with the Work Plan and requested staff address their comments. Public Utilities has compiled a table listing the Planning Commission's comments and how each will be addressed(Attachment A). FISCAL IMPACT:None LEGAL CONSIDERATIONS: This Growth Management Plan(GMP)amendment is authorized by,and subject to the procedures established in, Chapter 163, Part II, Florida Statutes, The Community Planning Act, and by Collier County Resolution No. 12-234,as amended. The Board should consider the following criteria in making its decision: "plan amendments shall be based on relevant and appropriate data and an analysis by the local government that may include but not be limited to,surveys,studies,community goals and vision, and other data available at the time of adoption of the plan amendment. To be based on data means to react to it in an appropriate way and to the extent necessary indicated by the data available on that particular subject at the time of adoption of the plan or plan amendment at issue." 163.3177(1)(f), F.S. This item is approved as to form and legality. It requires a majority vote because this is a transmittal hearing of the GMP amendment. [SAS] GROWTH MANAGEMENT IMPACT: Adoption of the ten-year water supply plan update and subsequent amendment to the Potable Water Sub element of the Growth Management Plan will satisfy the requirements of 163.3177(6)(c),F.S. RECOMMENDATION: That the Board of County Commissioners transmit this GMP Amendment, petition PL20180002552/CPSP-2018-6,to the Florida Department of Economic Opportunity. Prepared By: Sue Faulkner,Principal Planner, Comprehensive Planning Section,Zoning Division Agenda Item #9.A.4 Cot tier 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. I PORT ' I k"--- , CHARLOTTE nMrS f I' 1 SFWMD l ,f/ CHARLOTTE i ��' Lnar ,��� �� t)kvrcb„hr, SWFWMO I ' s (' - i GLADES an lISFWMD , Vx'_ _� _ I t<rssr USW CLEWISTON tf CAPE . i ap 1 O omm o, ._y�s— _I I i �h C mom i / or .` 1 F..rL +�3."' ACIrEE i is 8 Forest j # I i. Y LEE I i.0 J 1 �' i y t —.—._. .. HENDRY it k.; _ f Corkscrew���\\ ,r, , `SC ..j i �•_� rMFrdK — '\,I 1' f Jr. -- mCOLLIER ,, ��"` '' ?} E PLEB Picayune __ .Strand G l'L F O F State Forest �� t 4/FX/fe ; Big `' Cypress _ *" t.,= {"" National ,- Preserve \,,, S.__.NWFWMD \\ � � LI SRWMD - ! arMONROE SJRW �ti MO m { SWFWMD I. � SFWMD 0 5. 0 20 i LOCATION MAP ' 1 ,p� Mills r[7r :�' ,..a wwnu awbr.,antc:scsamws Ixcml N.201 n wCWSP cw_Fre'ma 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 P L20180002552/C PS P-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 R25S R26S R27S R28S R29S R3OS aim - , ,,, 1111111111 ~ 111Immokalee Water&Sewer District ���� «""" r _ Maoism 1111110 w fi7"s aaaa is Oa a111111. ~ . 111111. # _ . t _ a111111111111 I1 1111111' r �� as r " � a■a o 11111r411111:.'11111111111111111111l ,111aaa of MOS a®aaaa1iaaaa °'0 a1lral1a11r: 1111111111111111111111111111..,.I <„� 9 cypress -4111.11111 agaaam®1®1111®®110 ‘1111111111111111111111111 t ■ 111' Ba i aa ��aa , a aa ® ° ' aaaail a ala aa :11ao i?TIC. rt aa ®aamaga4 ■ i ®al1■aa 1111111 11$11 _ ,._aa® ■baa_ ` to t F City of Naples � ll.11.� , c !` mores : ®S a > a __ 111 ; -, Legend ON Regional Water Service Area Northeast Water Service Area v� a z ;.-...- l Served by Others F- =Excluded From CCWSD by Special Act W a 111111111161.''gili ..-J Stewardship District D } Q Jurisdictional Boundary tailmir1,2 7 City of Marco Island _ y : /� i ' �' ii�a �� 0 1 5 10 k � agiii' RE® A . . �.� Miles a� rid®aa x� I 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 Agenda Item #9.A.4 PREPARED BY: DATE: !f,.�/ _ /33 SUE FAULKNER. PRINCIPAL PLANNER COMPREHENSIVE PLANNING SECTION, ZONING DIVISION REVIEWED BY: DATE: DAVID WEEKS,AICP, GROWTH MANAGEMENT MANAGER COMPREHENSIVE PLANNING SECTION, ZONING DIVISION DATE: f(- t S r /8 MICHAEL BOSI,AICP, DIRECTOR ZONING DIVISION APPROVED BY: DATE: // /6 -4 JAMES FRENCH, DEPUTY DEPARTMENT HEAD GROWTH MANAGEMENT DIVISION PL20180002552/CPSP-2018-6 10 Ten-Year Water Supply Facilities Work Plan-Potable Water Sub element of the Public Facilities Element Attachment A Collier County Planning Commission–December 6,2018 Item 9.A.4–Discussion of the 10-Year Water Supply Facilities Work Plan Update Time Speaker Comments/Questions 22:00 Fryer Signature block of Resolution has Dwight Brock's name. Faulkner Corrected version of Resolution will be uploaded to Accela. [Done] 22:15 Fryer Reference to the termination of the Potable Water Bulk Services Agreement with Marco Island for Marco Shores 22:50 Klatzkow Explained situation and offered his opinion that the City of Marco Island is not legally entitled to reimbursement of impact fees;will be a BCC decision 25:45 Fry New(NE)Water Treatment Plant online around 2025; looks like it is out north of Immokalee,way out there.Why was that location chosen so far away from population growth? 26:12 Fry Capacity deficit for Ave Maria Utility Company--didn't notice a solution for the deficit in the plan. Is that solution included in the plan? 26:46 Fey AMUC capacity deficit—AMUC is identified in the Lower West Coast Water Supply Plan as one of two utilities that need to perform water supply projects to meet projected demand. A 2.5 MGD capacity WTP is included in the LWCWSP to address the deficit. (Additional comments provided by Jason Sciandra at 46:37.) 27:47 Fey NE WTP location—facility is centrally located within the NE Service Area; 3 of 4 large developments actively pursuing zoning; fourth already held a pre- application meeting. Strain The four developments include Hogan Island(pre-app),Hyde Park,Rural Lands West, and Immokalee Rural Village. The new WTP is in the north part of Orange Tree. Immokalee has its own utility service. 29:11 Schmidt Does Plan include any changes to the wellfield protection areas identified in the Comp Plan? 29:21 Fey No,Pollution Control is working on an update to the Ordinance separately. 29:37 Strain The map on page 7 of the staff report identifies the 2018 AUIR;relabel this map or change map to the one used in 2018 AUIR.Areas in blue are not the same. 31:24 Fey The map in the staff report is the updated map and includes the service area resulting from BCC action on September 11,2018 that expanded the district boundaries. It was not included in the 2018 AUIR because the AUIR was prepared prior to this action. [Update: Reference to the 2018 AUIR was deleted from the map on page 7 of the staff report.] 33:15 Strain Design Treatment Capacity(Table ES-1) doesn't match with the Available Facility Capacity(Table ES-2),which doesn't match with the numbers in the AUIR(New Treatment Capacity,Page 51 in the AUIR).You don't reference Design Treatment Capacity in the AUIR. [See Fey,48:28. 33:46 Strain Page ES-3 (Table ES-2),the Service Population,Required Treatment Capacity,Available Facilities Capacity,Facility Capacity Surplus,Permitted Amount,and Permitted Surplus numbers don't correspond with the 2018 AUIR.Example: 2018 Population—AUIR 186,362; WSFWP 241,422.Why wouldn't you use the AUIR numbers that have already been vetted and approved by the BCC? 35:14 Fey The WSFWP uses peak season population while the AUIR uses permanent population. 35:31 Strain Wouldn't that generate a higher number in this document? Attachment A Time Speaker Comments/Questions 35:38 Fey The AUIR addresses WTP capacity based on max. 3-day demand,which has a higher multiplier than peak season. Consumptive use permits issued by the SFWMD are based upon max.month. Peak season population is being used in this document to be consistent with the LWCWSP. [Correction: The LWCWSP uses permanent population.] 36:15 Strain If this is supposed to be based on the AUIR,why don't you use the same numbers and the same terminology in this document? 37:22 Fey We will work to provide consistency and explanations as to why the numbers differ. [See action item#1 below.] 38:09 Strain Figure 2-1—Why is Marco Shores area not colored?Who serves that area? 38:59 Fey We currently serve Marco Shores via bulk water master meter on CR-951; Marco Island is terminating agreement and will supply water to Marco Shores upon completion of a new water main extension. 39:30 Strain Won't Marco Island serve Marco Shores within the 10-year planning horizon? 39:44 Fey Yes,the water main extension should be complete within a matter of months. 39:49 Strain Then Marco Shores should be shown as part of the City of Marco Island's service area. [See action item#2 below.] Why doesn't Figure 2-2 show any pipes in Marco Shores? 40:08 Fey The internal piping network is already owned and maintained by the City of Marco Island. 40:33 Strain As previously discussed,the population projections for the CCWSD are inconsistent with the 2018 AUIR. [See action item#1 below.] 41:00 Strain Demand per capita--Immokalee 75,Ave Maria 90,and we're at 150. Why do we have such a higher demand per capita? 41:27 Fey Per capita use rate is total finished water divided by permanent population and includes commercial, industrial, and institutional uses as well as potable water used for irrigation.These and other factors explain the large differences between urban and rural area water users. [See action item#3 below.] 42:45 Strain What is the City of Naples per capita use rate? 42:48 Fey That information is in the LWCWSP. We will get it for you. [See Fey, 50:25.1 43:06 Chrzanowski What is the typical per capita use rate?Does that include irrigation? Fey 150 gpcd is typical per FDEP, and presumably includes irrigation. Our PCUR has been hovering slightly below 150(around 140)for the past eight years and will likely continue to decline as irrigation becomes a smaller portion of total demand. [See action item#3 below.] 44:25 Strain Page 5-2--Water levels in the LT Aquifer continue to rise. How often are we collecting data? 45:12 Sciandra We report monthly data to the SFWMD, including monitoring well levels and chloride concentrations.We are getting ready to renew permits. Over time, levels have improved, largely due to shifts in water users—less agricultural and more residential demand. Long-term planning by the County to use alternative supplies has led to more fresh water availability,which is advantageous as treatment is less expensive. 46:37 Sciandra In answer to Fry's earlier question about deficient supply in the AMUC service area,the additional capacity of the proposed WTP is not included because it is not yet permitted. Attachment A Time Speaker Comments/Questions 47:50 Strain Table 5-3 on page 5-7 shows two facilities for the NERWTP with different capacities. Are you building both? 48:28 Fey Yes,we are building both at the same time. We list them separately because they treat water from different aquifers. 48:36 Strain 2027 is beyond the start dates for the four new communities. How are they going to get water service? 49:18 Fey The regional system has been expanded to include Orange Tree;the regional system has sufficient capacity to serve the initial phases. 49:58 Fry Are the new communities already factored into the population projections? 50:20 Fey That is correct. 50:25 Fey In answer to an earlier question,the City of Naples'per capita use rate is 207 gpcd. 50:40 Strain Regarding Fry's question,how would you have factored in the populations of the new developments? 51:55 Fey We have been tracking those developments for years and have build-out schedules from the developers,but we used preliminary results from the Collier Interactive Growth Model. 52:39 Strain Do you have confidence that you used the right persons per household and the right density? 53:13 Fey The CIGM's numbers were less than developers build-out schedules. For design,we are using developer projections as the worst-case scenario,but the preliminary CIGM results represent the best available information for planning purposes. 53:55 Strain Use of more conservative numbers ensures concurrency. 54:10 Klatzkow The real issue is making sure pipes are sized to handle more people than projected. 54:46 Strain Agreed,that's why we should be conservative on the plus side. 54:52 Fey We will continue to refine population projections every year through the AUIR,based upon population projections from BEBR and considering growth patterns,as analyzed by Comprehensive Planning. 55:13 Strain Page 6-3,Table 6-3—Ave Maria is growing at a rate of 264 units per year based upon the projection for 2023.Are they really growing that fast?Where do these numbers come from? 55:50 Fey Population figures for Ave Maria are from the LWCWSP,which uses BEBR projections,as refined by the MPO. [Correction: Population figures for 2018, 2023,and 2028 were provided by Jason Vogel of AMUC via email on 9/7/2018,and figures for 2013 were interpolated therefrom.] 56:14 Strain Ave Maria probably could have given you some pretty accurate numbers. 56:25 Fey We can ask them for those numbers;we did coordinate with them on this project. [Done on 9/7/20181 56:53 Strain Page 7-2,Figure 7-1—Why did water loss almost doubled from 2016 to 2017? 57:40 Fey Acquisition of Orange Tree Utility Company in 2017 may have been a small factor. We will follow up with the Water Division. [See action item#4 below.] 58:28 Strain Page 7-3—Are flushing stations part of the water loss?Are they metered? 58:45 Fey They may account for some of the water loss. They are metered but are not billed.With cul-de-sac development, flushing stations have become prevalent as water main looping is often not feasible on long dead ends. Attachment A Time Speaker Comments/Questions 1:00:00 Strain END OF QUESTIONS ACTION ITEMS: 1 Revise population data for consistency with the 2018 AUIR. 2 The Figure 2.1 map needs to have Marco Shores appropriately shown. 3 Add a discussion of per capita use rate. 4 Add a discussion of water loss,to include an explanation of the increase in 2017. Attachment B FeyEric From: FeyEric Sent: Friday, December 21, 2018 6:57 PM To: 'Oblaczynski, Deborah' Cc: Sciandra,Jason; 'Desai, Dharmin D.';Garcia-Alario, Christina M.; ChmelikTom; MattauschPaul;AbbottAlicia;JohnssenBeth; LibbyPamela Subject: RE: Collier County, Informal Review Comments on the Draft Water Supply Facilities Work Plan Update Attachments: Resolution w_Exhibit A.pdf Importance: High Deb, Thank you for your review of the draft Collier County 10-Year Water Supply Facilities Work Plan.We agree with your below correction comments and will proceed with the requested revisions, as noted after each comment in bold, italicized text. This email response will be provided as Attachment B to our agenda item for the Board of County Commissioners meeting on January 8, 2019, in which we are requesting Board direction to transmit the draft work plan to the Florida Department of Economic Opportunity with the revisions noted below, including the following changes pursuant to discussion at the Collier County Planning Commission meeting on December 6, 2018: 1. Revise population data for consistency with the 2018 AUIR. 2. The Figure 2.1 map needs to have Marco Shores appropriately shown. 3. Add a discussion of per capita use rate. 4. Add a discussion of water loss,to include an explanation of the increase in 2017. Please do not hesitate to contact me about any questions or concerns you might have. Respectfully, Eric Fey, P.E. Senior Project Manager Colt-- ounty Public Utilities Engineering&Project Management Division Continuous Improvement NOTE:Email Address Has Changed 3339 Tamiami Trail East,Suite 303,Naples,Florida 34112-5361 Phone:239.252.1037 Cell:239.572.0043 1 Attachment B From: Oblaczynski, Deborah <doblaczy@sfwmd.gov> Sent: Friday, December 14, 2018 11:57 AM To: MattauschPaul<Paul.Mattausch@colliercountyfl.gov> Subject: Collier County, Informal Review Comments on the Draft Water Supply Facilities Work Plan Update Dear Mr. Mattausch: Thank you for providing the draft Collier County Water Supply Facilities Work Plan (Work Plan)for District review. We have completed an informal review of the Work Plan and offer the following comments (note: the comments are in no particular order): • Update Table ES-3 Summary of Existing and Planned IWSD Water Treatment Facilities (page ES-4) to reflect current information provided to the District on December 7, 2018. The Carson Road WTP capacity is listed as 2.58 MGD and the RO WTP expected to be online in 2020. According an email from Eva Deyo, Utility Director, the Carson WTP capacity is 2.0 MGD and the RO plant is expected to be online in 2026. We will revise Table ES-3 to reflect the RO WTP coming online in 2026 with a design treatment capacity of 2.0 MGD. • Revise Table 4.4 Existing South Hawthorn RO Wellfield Summary (pages 4-7 -4-8) as follows: o Update the pump capacity for wells from 15 to 25S and 13s to 15s to be consistent with Table A in Application 180309-16. Table 4-4 will be revised to be consistent with Table A in Application 180309-16. o Wells 39S to 42S are duplicated on Table 4-4. The wells appear on page 4-7 (rows 16 and 19) and then again on page 4-8 (rows 5 and 8). Please revise Table 4-4 accordingly. The duplicate information in rows 16-19 on page 4-7 will be deleted. • Update Well D on Table 4-5 Existing Orange Tree Wellfield Summary (page 4-8) to be consistent with application 180111-21. The total depth for Well D on Table 4-5 is 172 ft. The total depth of Well D in Table A of Application 180111-21 is 180 ft. Table 4-5 will be revised to indicate a total well depth of 180 feet for Well D. • Update Table 4-11 Summary of Existing IWSD Potable Water Wells (page 4-18), to be consistent with the details for Wells 7 to 13, 101 to 106, and 204 in Application 120808-32 Table A. Table 4-11 will be revised to be consistent with Table A in Application 120808-32. • Include the Relevant Regional Issues from the Lower West Coast Water Supply Plan. This section is intended to briefly address overarching regional issues impacting water supply planning at the local level, such as the adoption of rules affecting availability of water, a Sector Plan, or other large-scale 2 Attachment B development. Include a narrative of the effects of identified regional issues on the County. Also describe the County's policies addressing regional concerns. Detailed information on the regional issues can be found in Chapter 6, Water Resource Issues and Analyses, in the Lower West Coast Water Supply Plan. The information can be accessed at: https://www.sfwmd.qov/our-work/water-supply/lower-west-coast The regional issues for the Lower West Coast Water Supply Plan are: • Increased withdrawals from the Surficial Aquifer and Intermediate Aquifer Systems are limited This is already addressed in Section 5.1 of the County's plan. • Lake Okeechobee Service Area Restricted Allocation Area criteria This applies to surface water allocations from Lake Okeechobee and hydraulically connected surface water, which the County does not use as source. • Freshwater discharges to the Caloosahatchee Estuary Collier County is effectively not in the Caloosahatchee Watershed(see below map). is445seistsis. Narsr wed gorspaX lYstet6irq E ;N' z"`t C.....tetA+w*Net iC 4110 3., .�— eiroasio®4 1941..I.,...A.. Rave ill CHARL�C'3T2l `IL U ,. L�x� sw. 71:1-6* jr_ GI %[)ES co G+kovclrlstr�rr S.F.Cil 41-.* w.. . .. r , s Fif NIIRN Cc) I j _.. lt+�a . nw+I .i. +iwr $ U7►ERN FLORIDA n.. t I t i Amo o++, OEX1 CO , 1 w `'f. I .,aroma.-,. 5 . NW a .: C 0 L L I E R CO 1 amus. 4— �,� ® ,,,,t-.., V n eRv+ 1 • Include the proposed revisions to the Comprehensive Plan's Goals, Objectives, and Policies for consistency with the proposed Work Plan update. Updates should include, but not be limited to, 3 Attachment B changes to conservation programs, level of service standards, capital improvements, population projections, and other details updated by the Work Plan. The County's 10-Year Water Supply Facilities Work Plan is incorporated into the Growth Management Plan by reference in Policy 1.7 of the Potable Water Sub-Element of the Public Facilities Element. See Exhibit A to the attached draft resolution. We are happy to meet with you in person or by teleconference to go over the draft Work Plan. If you have any questions, would like to arrange a meeting, or need further information please do not hesitate to contact me. Thank you, Deb Oblaczynski Policy& Planning Analyst Water Supply Coordination Unit South Florida Water Management District 3301 Gun Club Road West Palm Beach, FL 33406 (561) 682-2544 or doblaczy(a�sfwmd.gov Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 4 RESOLUTION NO. 19- 11 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. [PL201800025521 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 r1 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 PIan 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-01043I1449910i1]77 Page 1 of 2 12/6/18 Words underlined are additions;Words struck i 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 ,�AP,o 7-... , 2019. ATTEST: BOARD OF 0 3 UNTY COMM SIONERS CRYSTAL K.I INZEL, CLERKCOLLIE' 0 P Y,FL 0 . :3 co .. tia,. , -,' 7: a .t._. BY: Deput, ' =rk Ate} ,c,t , , Chairman Attest on stitattire*nhY � Approved as= o.. •rt and legality: fi ►ir 14 14/(0(, Scott A. Stone Assistant County Attorney Attachment: Exhibit"A" [18-CMP-01043/1449910/1]77 Page 2 of 2 12/6/18 Words underlined are additions;Words truck*ugh 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 are deletions. *** *** *** *** are a break in text ow',a-N.~ ♦apLri t NaplesNews.com Published Daily Naples,FL 34110 Affidavit of Publication State of Florida Counties of Collier and Lee Before the undersigned they serve as the authority, personally appeared Natalie Zollar who on oath says that she serves as Inside Sales Manager of the Naples Daily News, a daily newspaper published at Naples, in Collier County, Florida;distributed in Collier and Lee counties of Florida;that the attached copy of the advertising was published in said newspaper on dates listed.Affiant further says that the said Naples Daily News is a newspaper published at Na- ples,in said Collier County,Florida,and that the said newspaper has heretofore been continuously published in said Collier County, Florida; distributed in Collier and Lee counties of Florida, each day and has been entered as second class mail matter at the post office in Naples, in said Collier County, Florida,for a period of one year next preceding the first publication of the attached copy of advertisement; and affiant further says that he has neither paid nor promised any person, or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Customer Ad Number Copyline P.O.# BCC/COMPREHENSIVE PLANNING DEV 2237338 NOTICE OF PUBLIC HEA 4500190197 Pub Dates March 1,2019 (Sigture of affiant) �;;"':' KAROL E KANGAS' 4 :,<;;;;".• *. NotaryPublic-StateofFlorida Sworn to and subscribed before me r Commission0GG126041 ',:, ' My Comm.E>tp!res Jul 29,2021 This March 01,2019 4 '•..•m,; eaa.em .uo rAmi AA,. I's)CliVler alid f \ ) (Signature of affiant) 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 March 21,2019,commencing at 9:00 A.M.in the Board of County Commissioners Chamber, Third Floor, County Government Center,3299 Tamiami Trail East,Naples FL. The purpose of the hearing is to consider: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS AMENDINGORDINANCE89-05,ASAMENDED,THECOLLIERCOUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY,FLORIDA,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, DIRECTING TRANSMITTAL OF THE ADOPTION AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY, AND FURTHERMORE PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE.[PL20180002552] All interested parties are invited to appear and be heard. Copies of the proposed ORDINANCE will be made available for inspection at the GMD Zoning Division,Comprehensive Planning Section, 2800 N. Horseshoe Dr., Naples, between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Furthermore, the materials will be made available for inspection at the Collier County Clerk's Office,Fourth Floor,Collier County Government Center, 3299 East Tamiami Trail, suite 401 Naples, one week prior to the scheduled hearing. Any questions pertaining to the documents should be directed to the GMD Zoning Division, Comprehensive Planning Section.Written comments filed with the Clerk to the Board's Office prior to March 21,2019,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 and therefore, may need to ensure that a verbatim record of the proceedings is made,which record includes the testimony and evidence upon which the appeal is 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 in the Board of County Commissioners Office. Mark P.Strain,Chairman Collier County Planning Commission March 1,2019. No.2237338 NAPLESNEWS.COM 1 FRIDAY. MARCH 1. 2019 1 270 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 March 21,2019,commencing at 9:00 A.M.in the Board of County Commissioners Chamber, Third Floor, County Government Center,3299 Tamiami Trail East,Naples FL. The purpose of the hearing is to consider: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS AMENDINGORDINANCE89.05,ASAMENDED,THECOLLIERCOUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA,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, DIRECTING TRANSMITTAL OF THE ADOPTION AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY, AND FURTHERMORE PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE.[PL201800025521 All interested parties are invited to appear and be heard. Copies of the proposed ORDINANCE will be made available for inspection at the GMD Zoning Division,Comprehensive Planning Section, 2800 N. Horseshoe Dr., Naples. between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday. Furthermore. the materials will be made available for inspection at the Collier County Clerk's Office, Fourth Floor.Collier County Government Center. 3299 East Tamiami Trail, suite 401 Naples, one week prior to the scheduled hearing. Any questions pertaining to the documents should be directed to the GMD Zoning Division. Comprehensive Planning Section. Written comments filed with the Clerk to the Board's Office prior to March 21, 2019, 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 and therefore, may need to ensure that a verbatim record of the proceedings is made,which record includes the testimony and evidence upon which the appeal is 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 in the Board of County Commissioners Office. Mark P.Strain,Chairman Collier County Planning Commission March 1,2019. No.2237338